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29-001 (12) 3.07 FIXTURES A. Fixtures shall be supported from structure. Provide all supports and hangers required to support all fixtures. 3.08 INSTALLATION A. Piping and equipment. All conduit and equipment shall be installed in a neat workmanlike manner. Conduit shall be installed parallel to building walls where exposed, with provision for expansion as necessary and to accurate grades and lines. B. Hangers and supports. Furnish and install all supports, hangers, and other appliances necessary to support firmly and substantially the apparatus described in this Section of the Specifications. END Florence Heights. 16A-17 PART 3 - WORKMANSHIP 3.01 VISIT SITE A. Contractor shall visit the job site and determine the nature and extent of the work involved. ' No excuse for poor or defective work shall be presented due to lack of job site visit. 3.02 PROCEDURE A. Comply with the of Section 1 C Conduct of work. 3.03 EQUIPMENT A. Certain equipment is to be removed and relocated. This shall be accomplished at a minimum of discomfort to occupants. Provide all safety precautions, and keep cleanliness to a maxim. Set up any temporary barricades and partitions required for containing the refuse and debris to the area concerned. 3.04 ACCESSIBILITY A. Contractor shall be responsible for the sufficiency of the size of r adequate clearance in double partitions and hung ceilings for the proper installation of his work. He shall cooperate with the Gene- ral Contractor and all other Contractors whose work is in the same spaces and shall advise the General Contractor of his requirements. Such spaces and clearances shall, however, be kept to the minim size required. 3.05 GUARANTEE AND INSTRUCTIONS A. This Contractor shall guarantee all material and workmanship fur- nished by him to be free from all defects for a period of one year from the date of substantial completion, and shall make good, repair, or replace any defective work which may develop within that time at his own expense and without expense to the Owner. He shall extend to the Owner any warranties running beyond this one year period normally published by the manufacturer. 3.06 CLEAN UP A. All .work areas utilized by this Electrical Contractor shall be clean of debris. All refuse shall be picked up and disposed of at the day's end. Florence Heights 16A-16 2.18 GROUNDING GAS PIPING SYSTEM. 1 A. Electrical Contractor shall ground natural gas piping system for Heating Sub-Contractor. 2.19 METER CENTERS. A. Furnish and install complete, meter centers indicated on the draw- ings, one meter for each apartment, and one owners meter in each building. Meter sockets shall conform to the Mass Electric Co. , requiremets. Provide disconnect switch before meter sockets, as indicated on the drawings. Furnish and install Pull Boxes in each building. Each meter socket shall have 100 amp breaker except building No. 1 and No. 3 which shall have 200 amp breakers. Meter sockets shall be single phase. B. Refer to schematic drawings on plans for number of meter sockets per bank, and disconnect switch size. C. Meter sockets, disconnect switch amd breakers shall be as manu- factured by Bryant, General Electric, Westinghouse, Square D, i 2.20 CABLE TELEVISION SYSTEM. A. Furnish and install a complete and operable cable television system Installation shall be performed under the supervision of the Cont- inental Cable Vision Company, Inc. B. Continental Cable Vision shall furnish all cable and furnish and in- stall all outlet fittings, splitters, amplifiers, and other required accessories and shall furnish and install cable from street to ent- rance cabinet. Continental Cable Vision shall make all final con- nections of wiring to terminals, and shall furnish and install all hardware, make all adjustments to provide a minimum signal strength of +6 dBmV on all channels at all outlets. Conformance with this requirement shall be demonstrated with afield strength meter. C. The MATV contractor shall receive the cable from the Continental Cable Vision and shall install same during construction, from en- trance cabinet to all outlets, leaving sufficient slack as directed by Continental Cable Vision. The electrical contractor shall furnish and install outlet boxes at each outlet shown on the drawings, sleeves thru masonry walls and conduit to buildings. All conduit shall use long sweep bends or elbows. Florence Heights. 16A-15 Converters solid state, one piece, and designed for indoor use. t Input and output impedence 75 ohms. Jerrold Model UVC 117 V AC. M. Channels 22 to 5, 40 to 10, 57 to 7, and 61 to 12. Band mixing filters shall be INS 76. Band splitting shall be supplied when nec- cessary. Input and output 75 ohms, units shall be available with cross over frequency of 50MHZ, 130HE and 375MHZ isolation between output terminals shall be :25 DB minimum for all models. Typical insertion loss shall not exceed 1 DB. The match of all terminals shall be 14 DB or better. N. Broadband mixing/splitting devices shall be used in the system as required, housed in rugged cast aluminum housing. Units shall meet FCC regualtions on radiation . 0. Terminating resistors with 75 ohm impedance shall be installed at all unused ports and feeder line ends. Terminating resister shall be designed to cover the frequency range of from 5 HE to 890 MHZ with minimum return loss of 25 DB at UHF, and 30 DB across the VHF band. Jerrold Model TR-75F ( " F" connector ) Jerrold Model TR72 ("C" connector) . P. Equipment housing shall be provided to protect and mount headend equipment. Heavy guage metal, Hammertone finish. Jerrold Model EH-40. Q. VHF master antennas shall be of the single channel yagi type, or where signal conditions permit, of either a low band broadband or an high band broadband type with at least five elements for Channel 3. The output impedance shall be 75 ohms, witha VSWR of 1:5 max- imum. Antenna shall be capable of survival in winds up to 125 MPH. Jerrold Model No. J-55 series, or J-105 series. R. UHF antenna shall meet the following specification. Antenna shall be comprised of a slot fed 12 element log periodic drive and array of 13 directors. The antenna shall be designed to cover the UHF band (channels 14 - 83) . Gain 12 DB. Minimum of front to back of 20DB. Out impedance 75 ohms, with VSWR of 1:5 or less. Mounting hardware shall be galvanized, or stainless steel. Capable of with standing winds of 125 MPH. Jerrold Model J-275 series. S. Each local origination channel shall be provided with a RF modu- lator to produce standard television signals from audio and video inputs. Modulator shall contain meter to adjust video inputs. Modulator shall contain a meter to adjust video and audio modula- tion with out the use of additional test equipment. Florence Heights 16A-14 2. 0 DB mV, VHF TV (channels 14 -83) 3. . -6 DB mV, VHF 'IV (88 to 108 MHZ) System designed for subsequent expansion to addition VHF and UHF channels shall require modification of headhend equipment only. All equipment designed for 117 V, 60HZ, AC operation. G. All equipment installed in neat and workmanlike manner, all wiring to conform to Mass Electrical Code. Equipment, antenna, and ant- enna supports shall be grounded. (No 6 solid copper wire). All out- door connections shall be weatherproof. All antennas shall be pro- perly supported by guying. Cables shall be suitably supported and secured. Cable entrances to building shall be accomplished in an approved manner. H. Completion of system, make all necessary adjustments and balancimg of signals and level controls, to insure proper operation of the system. Furnish all personell and equipment required for tests. System balance test shall employ a Jerrold Model 727 Field Strength Meter. Measurements shall be made of the headend combined output. 1. All levels shall be within 1 DB plus or minus of the design levels specified. 2. Level difference between channel picture carriers shall not exceed 2 DB for adjacent charnels or 12 DB between the strongest and weakest channel. 3. Picture carrier to sound carrier level ration of any lower adj- cent channel whll not be less than 12 DB, or more than 18 DB. 4. Systems containing individual channel strip amplifiers with ACC shall be tested for ACC opertion. Field strength level at the output of ACC type amplifier shall not vary more than plus or minus 0.5 DB with the insertion of 6 DB of attenuation. I. Complete system shall be tested and set up by performance tests such that when complete, the system shall operate with satisfactory performance that is acceptable to the owners. K. VFH amp shall be Jerrold THPM for Channels 2,3,5,10,7,12 L. UHF to VHF converters shall be provided on chanells as specified. Florence Heights. 16A-13 B. This Electrical Contractor shall tandem connect second floor, first floor and basement smoke detectors with wiring such that the alarm of one unit shall sound the alarm of all units in the apartment. C. Furnish and install heat detectors as indicated on the drawings. Heat detectors 190 degree, 2098-9403, Bell 2901-9060. D. Fire alarm system shall be Simplex, Standard Time, or Gamewell. 2.17 TELEVISION SYSTEM A. Furnish and install complete, Television system indicated on the drawings and as specified herein. The system shall be guaranteed for a period of one year from the date of substantial completion of building The installer shall respond to a trouble call within 24 hours of being notified. Installation in conformance with the Mass Electric Code, National Electrical Code, and manufacturers require- ments. All equipment, labor, and materials required for a complete system shall be included. B. System shall provide for reception of monochrome, and color TV transmission and FM at every outlet equal to or better than any one receiver connected directly to the antenna. Channels to be received are 22, 40, 57, and 3. System design shall be minimum of 43 DB carrier to noise ration, and 43 DB cross modulation level at the ouput of the last amplifier on the system. The outlets shall provide a minimum of 25 DB at UHF and 30 DB across the VHF band. Jerrold Model TR-75F, Jerrold Model TR-72 or approved. Furnish proper pick-up antenna and input and out put filters required. C. Provide equipment housing as required to mount and protect equip- ment. Jerrold EH 40, or as approved. D. Single outlet taps shall be provided for signal distribution. Taps shall exhibit good return loss, and shall be available in four color coded isolation values. Unit shall be equipped with 6 pin device for connection of auxillary devices. Jerrold Model UT-82 Tap or equal approved. E. Cable shall be RG-6 and RG-59 sizes . Longer trunk lines the larg- er cable, smaller dimension cable for short trunk lines. Cables Jerrold Model CAC-6 or equal approved. F. 75/300 ohn matching transformers shall be provided. 6 foot cord, Jerrold Model T 4040 or equal approved. Standard female F con- nector, and short twin lead and spade lugs for 300 ohm transmission Unit contained in cast aluminum housing. Levels as follows: 1. +6dBmV, VHF TV (channels 2 -13) Florence Heights 16A-12 Awk of exposed wiring within wiremold. t 2.13 LIGHTING AND DISTRIBUTION PANELBOARDS A. Panelboards shall be of the dead front, safety type, circuit break- er type as scheduled on the drawings. Panelboards shall be suit- able for operation on 120/240 volt, 1 phase, 3 wire installation. B. Apartment panelboards shall be for use on 120/240 volt, 1 phase op- eration. Panelboards shall be complete, with flush or surface trim as indicated on the drawings. Door to have lock. Trim factory finished in grey enamel paint for finished areas, and prime coat for unfinished areas. All panelboards shall have typewritten di- rectory installed, indicating circuit, equipment served, and loc- ation. Panelboards shall be Bryant, Westinghouse, General Electric Square D, Cuttler Hammer. C. Circuit breakers shall be thermal magnetic common trip for multi- pole units, handle ties will not be permitted. All breakers shall be of the plug in type, having an interrupting rating of 10,000 amperes (symmetrical) and/or as indicated on the Panelboard Sche- dule on drawings. Mount panels on 3/4" plywood backpanel, painted two coats on grey enamel. (All by Electrical Contractor. ) 2.14 LAMPS. A. Furnish and install lamps for all fixtures furnished under this contract. Ballasts for fluorsecent fixtures shall be energy saving. 2.15 SITE LIGHTING A. Site lighting shall consist of wall mounted fixtures, and pole mounted fixtures as indicated on the drawings. Fixtures and poles shall be furnished and installed by this Electrical contractor. B. Electrical contractor shall furnish templates, anchor bolts, and race ways for casting in concrete pole bases. C. Concrete bases shall be furnished and installed by General Con- tractor. D. Fixtures and Poles shall be as manufactured by: 1. Grouse Hindes 4. Halophane Corp. 2. General Electric 5. McGraw Edison. 3. Hubbell Inc. 6. Hi Tech 4. Lighting Systems Inc. 7. N. American Phillips. 2.16 FIRE ALARM A. Furnish and install where indicated on the drawings. Apartment smoke detectors shall be for Tandem connection 120 VAC Simplex 2098-9666 Florence Heights 16A-11 shall furnish and install for each such existing panel, a stain- less steel plate with gasket and stainless steel machine thread bolts to secure the plate to the existing box. Stainless steel plate shall be 14 ga. 2.11 REMOVAL OF EXISTING EWIP,,M A. This Electrical contractor shall remove existing wiring, and equip- ment that is to be renovated or deleted. Wiring to be reused that has insulation frayed, shall be taped before connection to new cir- cuits or fixtures. The Electrical Contractor shall disconnect all existing equipment to be removed. Thermostats shall be disconnected and removed by the Electrical Contractor. The Heating Contractor shall furnish new thermostats, to be wired by the Electrical Con- tractor. B. The Northampton Housing Authority shall have the option of retain- ing all the equipment, fixtures, conduit, or wiring removed under this contract. Material to be retained by the Housing Authority shall be stored on the site as directed. Material the Housing Authority does not wish to retain shall become the property of the Electrical Contractor and shall be removed from the premisis by the Electrical Contractor. 2.12 EXPOSED WIRING A. All wiring shall be concealed. Where it is not possible to conceal wiring and conduits, wiremold shall be installed. Wire rums on first floor plans shall be run in the basement, with short rise to receptacle. Wire runs on second floor plans shall be concealed in first floor ceiling area, with short rise to receptacle. Where receptacles are installed in furred out spaces, wiring shall be concealed within the wall. Where receptacles are located in closet walls, the wiring shall be run on the inside of the closet if wall is of the solid type. Receptacles are to be on finished room side, as indicated on the drawings. Provide all accessories required to produce a neat finished job. Wiring to new front and rear lights on the exterior walls shall be concealed in the walls. Utilize BX as required to wire in masonry walls. Receptacles located in furred out walls shall have concealed wiring. Wire runs may also be concealed behind baseboard where practical. B. Coordinate receptacle locations and runs with the General Con- tractor to keep cutting and patching to a minimum. Before install- attion of exposed wiring, the Engineer shall be made aware of the conditions requiring same, and shall approve or disaprove the use Florence Heights 16A-10 2.07 GROUNDING A. All exterior circuits shall carry a green insulated grounding con- ductor in addition to the conduit as a ground. The complete ground ing system shall comply with the regulations of the Massachusetts Electrical Code, the Natior)al Electrical Code, all local municipal and state codes, inspections and laws that are applicable in the specific area. Lighting fixtures exterior to the building shall have an isolated ground with rod and lugs. ' 2.08 PULL BOXES A. In general, and where applicable, specifications for pull boxes shall be the same as for junction boxes. Pull boxes shall be in- stalled where necessary to facilitate conductor installation. Pull boxes shall be installed in runs of more than 100 feet, or runs having more than 3 right angle bends. Pull boxes shall be "access- able" as defined in the Mass. Electric Code. Boxes shall be sup- ported independently of entering conduits. 2.09 RANGE HOODS A. Furnish and install where indicated on the drawings, range hoods, recirculating type, with filters, lamps, and motors. B. Range hoods shall be Nutone, V-25 color selected by Architect. Width 30". C. Provide lamps. Two speed blowers. 2.10 ACCESS PANELS A. Furnish access panels for all electrical item concealed within the structure such as controls, or electrical junction boxes or equip- ment. B. Access panels shall be installed by the General Contractor. Coor- dinate with the trades having responsibility for area they are to be installed in. C. Access panels shall be Milcor, to accomodate the particular con- struction they are to be installed in. Doors shall be 14 gauge steel, with 16 gauge prime coat frame, and screwdriver lock. D. Existing kitchen electrical panels shall be utilized as junction boxes for existing circuits to remain. This Electrical Contract- Florence Heights. 16A-09 F. Existing receptacles and circuits in kitchen areas shall be removed, and new receptacles and circuits installed as indicated on the drawings. New circuits shall be 20 Existi in basement area for laundry shall be removed, includingeconduit, and a new 20 Amp receptacle and circuit installed as indicated on the drawings. Wire to laundry circuit shall be in tubing. Wire for Electrical dryer receptacle shall be in tubing. 2.03 SWITCHES A. Toggle switches shall be heavy duty AC quiet type 20 amp, in 20 20 amp circuits, 15 amp in 15 amp circuits. 120 Volt. Color ivory Plates shall be plastic, ivory in finished areas and galvanized steel in unfinished areas. Kitchen areas shall have ivory switches, stainless steel plates. 2.04 OUTLET BOXES. A. Outlet boxes shall be in accordance with National Electrical Code, Massachusetts Electrical Code, Underwriters Laboratories require- ments and of sufficient size and suitable design to meet the condi- tions involved. Outlet boxes shall be pressed galvanized steel as required by Electrical Code. Minimum size 4" x 4" for junction boxes, 2" x 4" for switches and receptacles. 2.05 GROUND FAULT RECEPTACLES. A. Furnish and install in all bathrooms ground fault receptacles, receptacles shall be ivory, with ivory plates. Furnish and install for receptacles located within 5'0" of kitchen sink ground fault receptacles, color irovy, plates stainless steel. 2.06 TELEPHONE. A. The Electrical Contractor shall furnish and install for the Tele- phone installation the following. All Wiring to telephone outlets indicated on the drawings from Telephone Company entrance to each apartment telephone location. Provide outlets and boxes with cover. B. Furnish and install for each building telephone panel board of 3/4 finished plywood, painted two coats of grey enamel. To be located where shown on the drawings. Board shall be 2'0" X 210". C. Grounding lugs and connections for the telephone system shall be furnished and installed by the Electrical Contractor. Coordinate with the Telephone Company. Florence Heights 16A-08 PART II MATERIALS 2.01 BRANCH CIRCUITS A. Unless noted otherwise in these Specifications, all conduit in haz- ardous areas, outdoors, and/or concealed below floor slab shall be galvanized rigid steel conduit. High voltage underground conduits shall be schedule 40 PVC or galvanized rigid steel conduit. Site lighting conduits shall be schedule 40 PVC. All other raceways shall be electric metallic tubing or BX. Minimum size of conduit shall be 1/2". EMT connectors shall be of the steel compression type only. For EMT sizes larger than two inch trade size, set screw type connection will be allowed with a minimum of four set screws for couplings and two set screws for connectors and fittings. Set screws shall be steel. Wiring in boiler room shall be in tubing, type THHN wire. All wire shall be copper. Final connection to motors shall be by means of flexible connections. BX shall be utilized. B. Minimum size wire for lighting and power branch circuits shall be No. 12 AWG for 20 Amp circuits, and shall be No. 14 AWG for 15 Amp circuits. C. All branch wiring shall be copper THHN-THWN or XHHW. Conduit sizes r shall be based on THHN-THWN wire. D. Electrical Contractor shall ground isolated conduits with ground rod and clamps for each conduit. 2.02 CONVENIENCE OUTLETS A. Convenience receptacles shall be duplex, rated 120V, 20A, 3 wire ground, and shall be installed in all 20 amp circuits. B. Furnish and install 15 amp receptacles in all 15 amp circuits. Recptacles shall be 3 wire ground. C. Color of plates and receptacles shall be ivory. D. In finished areas covers shall be plastic, except in kitchen, where plates shall be Stainless Steel. F. All existing receptacles shall have new receptacles installed, with ground, 3 wire, and new receptacle plates to match. Florence Heights. 16A-07 including existing ng receptacles. 9. New switches installed through out the project including ex- isting switches. 10. New circuits as indicated on the Renovated Drawings and re- moval of circuits and wiring to be discontinued. Existing Kitchen area and Laundry wiring shall be disconnected and equipment shall be removed, new circuits, and wiring includ- ing receptacles and switches shall be installed. 11. Furnish and install new fixtures at front and rear doors of each apartment with controlling switches. 12. Furnish and install new receptacles in locations indicated. 13. Furnish and install new Electrical Fixtures as indicated on the drawings, and removal of existing to be replaced. 14. Master Antenna Television System in Conjunction with the Continental Cable Vision installation. 1.12 TESTS AND INSPECTIONS A. All electrical systems shall be tested and written certified results of the following submitted to the Owner: 1. Complete acceptance testing of all permanent distribution equip- ment furnished and installed under this Contract. B. Final Inspection: 1. To obtain acceptance of his work the Contractor shall show in a joint inspection with the Electrical Engineer, Job Superinten- dent, and Owner personnel: a. That the work of installation is complete in accordance with the Plans and Specifications. b. That the required tests performed indicate satisfactory results. c. That the necessary inspections and inspections' certificates have been obtained. d. That all parts of the system have been energized at normal working voltage and that each piece of equipment covered by this Contract has functioned satisfactorily in a test of operation. .e. All permits shall be turned over to the Owners at completion. Florence Heights 16A-05 2. E-2 Existing Basement Plan, 6 Apt. Building, No. 6. E 3. E-3 Existing First and Second Floor Plans 6 Apt. Building No.6. 4. E-4 Renovations Basement, First and Second Floor Plans, 4 Apt. Buildings. No 1 thru 5 and 7 thru 12. 5. E-5 Renovations Basement Plan 6 Apt. Building. Building No. 6 6. E-6 Renovations First and Second Floor Plans 6 Apt. Building. Building No. 6. 7. ME-1 Site Plan. B. Contractor shall refer to these and to all other drawings for a full comprehension of the work to be done, and for conditions af- fecting the location and placement of his equipment and materials. These drawings are intended to be supplementary to the Specifica- tions, and any work indicated, mentioned, or implied in either is to be considered as specified by both. This Contractor, before in- stalling any of his work shall see that it does not interfere with the clearances required for finished work as shown on architectural drawings and details. Work installed by this Contractor which interferes with or modifies the architectural design as shown on the Contract drawings shall be changed as directed by the Architect and all incidental costs for such changes shall be paid by the Contractor. Should the character of the work herein contemplated or any matter pertaining thereto, be not sufficiently explained in the Specifications or on the drawings, this Contractor shall apply to the Architect for more information and shall conform to such when given, as it may be consistent with the original intent. 1.10 ELECTRICAL POWER A. This Contractor shall provide his own portable extension lines and obtain 120 volt, 60 cycle, single phase electric power from General Contractor to drive his machines and light his work. He shall provide his own light bulbs, plugs and sockets, etc. 1.11 WORK INCLUDED. A. Work under this section shall include but not be limited to 1. New Electrical Panelboards. 2. New Electrical Entrances to 12 Buildings, and the ComT mity Building. 3. Wire Conduit and Fittings. 4. New Feeders and Branch Circuits. .5. New Meter Sockets and meters. 6. Removal of existing Meters and Sockets. 7. New Fire Alarm Systems. 8. New grounded receptacles installed through out the project, I� Florence Heights 16A-04 B. No substitutions shall be permitted until and usless the Archi- tect has been supplied by the Contractor with sufficient product data, samples, shop drawings, and other materials (all as required and determined by the Architect) for a proper evaluation of the quality of the proposed substitution to that which has been speci- fied. 1.06. RELATED WORK. A. Review all other Sections of the Specifications and coordinate the work under this section with related work under other Sections. B. The following work shall be accomplished by the General Contractor at no expense to this Plumbing Contractor. 1. Cutting and patching of floors, ceilings, walls or roofs except for the installation of hangers. Core drilling by Electrical Contract- or. 2. Painting. 3. Concrete work. 4. Carpentry. ( Painted Backboards for Meters, Panels and Telephone shall be furnished and installed by the Electrical Contractor) . 5. Excavation and Backfill 1.07 ALTERNATES. r A. Alternate work under Section 1B must be appropriately addressed by the entity responsible for the work under this Section. 1.08 TEMPORARY FACILITIES A. See Section 1G - Temporary Facilities for information relative to the availability of and responsiblity for temporary facilities. 1.09 FILED SUB-BID. A. This Section of the Specifications is a Filed Sub-Bid. B. All work under this Section is as required herein and as required on the following Contract Drawings unless specifically indicated to the -contrary: 1. E-1 Existing Basement, First and Second Floor Plans 4 Apartment Buildings No. 1 Thru 5, and No. 7 thru 12. Florence Heights. 16A-03 B. Observe manufacturers' , producers' , and the industry accepted temp-- erature and weather condition limitations for the installation of materials, products, systems, etc. , in force. C. The Contractor shall coordinate, cooperate, and provide necessary labor, equpment, forms, moulds, container, etc. , in conjunction with testing of materials to verify compliance with requirements of the Contract Documents, such testing to be paid for by the Contractor and accomplished by a Licensed Testing Laboratory sel- ected by the owner from three proposed by the Contractor. 1.03 DELIVERY AND STORAGE OF MATERIALS. A. All materials shall be readily identifiable and be deliverd in man- ufacturers/producers' packaging complete with installation and when appropriate, operating instructions. B. Store all materials so as to insure their suitablility for incorp- oration in the work. 1.04 SUBMITTALS A. Submit a minimum of Six (6) copies of Shop Drawings, Product Data, etc. , for the following items bo be installed under this Section for the Architects Approval. Submittals on other items may be required by the Architect. 1. Panelboards. 6. Switches and Receptacles. 2. Circuit Breakers. 7. Fixtures. 3. Transformers. 8. Ballasts. (Energy Saving) . 4. Disconnect Switches. 9. Fire Alarm System. 5. Starters. 10. MATV SYSTEM. 1.05 SUBSTITUTIONS. A. No subsitiutions shall be permitted if three manufacturers have been specified unless the Contractor con demonstrate through written evidence from such manufacturers that timely submission of required submittals and timely issuance of Purchase Orders would none the less result in a reasonable and measurable doubt that the approved Contruction Progress Schedule could not be met unless sub- stitution of another manufacturer is permitted. Florence Heights. 16A-02 DIVISION 16 SECTION NO. 16A ELECTRICAL FILED SUB-BID REQUIRED PART I GENERAL 1.01 CONDITIONS, REQUIRIIMENTS, ETC. A. Examine Part A-Bidding and Contract Requirements and Division 1 • General Requirements which are hereby made a part of this Section. B. Examine all site conditions including existing structures, all Contract Drawings, and all portions of the Project Manual includ- ing other Sections of the Specifications for requirements which may affect the work of this Sections. C. Available Original Construction Drawings for the project have been been provided for whatever use Bidders may choose. Certain dis- crepancies between these drawings and actual conditions were noted in the Architects random review with such observed discrepancies being reflected in the Contract Drawings for the Modernization r of Florence Heights. The Contractor shall investigate and evaluate all discrepancies between the Original Construction Drawings, the Contract Drawings for the Modernization of Florence Heights, and all existing conditions in the field prior to submitting his bid. D. All work under this Section shall be in strict accordance with the applicable portions of: Codes, Ordinances, Regulations, etc, in force; the Reference Standards, the recormiendations of the manu- facturers and/or the producer of the materials, products, systems, etc. involved and with the best trade practices and quality of workmanship of the industry. In the event of a conflict between any of the aforementioned, the matter shall be referred to the Architect whose decision shall be final and binding. 1.02 QUALITY ASSURANCE. A. All materials and workmanship shall conform to the requirements of the Contract Drawings and Specifications as well as all Referenced Standards referred to herein and/or referred to by Codes, Ordinance Regulations, etc. , in force. Florence Heights. 16A-01 t PART III WORKMANSHIP 3.01 VISIT SITE. A. Contractor shall visit the job site and determine the nature and extent of the work involved. 3.02 REMOVAL OF EQUIPMEMf. A. Certain equipment is to be removed under these specifications. Eq- uipment to be removed, and not reused shall at the owners option become their property, equipment removed, that does not become the property of the owners shall become the property of the Heating Contractor, and shall be removed from the premises by him. 3.03 WQRKMANSHIP A. All piping shown on the drawings is diagramatic, and exact location is subject to the approval of the Architect. All piping shall be r concealed wherever possible, and exposed only where permitted by the Architect. Piping shall run true and straight to proper pitch, and shall be firmly supported without strain. Screwed joints shall be made up with pipe compound applied to the male threads only. Ream all pipe before assembly. Do not use lead wool or peaning to repair leaks. Vertical risers shall be supported at the floor with riser clamps firmly attached (not resting thereon) to the floor or building frame. Pipes passing through floors, concrete, or masonry walls shall be centered in sleeves or steel pipe set. B. Valves shall be so placed as to be readily accessible. Valves shall not be installed with the stem inclined at more than 90 de- grees from the upright position. The stuffing boxes of all valves shall be packed with new wicking and drips eliminated. 3.04 REMOVAL OF EQuil)NM. A. This Heating Contractor shall disconnect the existing gas ranges. Gag ranges shall be removed from the premises by the General Contractor at no expense to this Heating Contractor. Florence Heights. 15B-09 2.03 DRYER VENTS. OW A. This heating contractor shall furnish and install for each apart- ment where indicated on the basement drawings, one 4" aluminum vent cap. Vent cap shall be installed in 18 gage sheet metal, secured to the sash . Sheet metal shall be the size of one pane of glass. Remove existing pane of glass and install sheet metal, and secure vent cap to sheet metal, and metal to window sash. Sheet metal shall be galvanized. Dryer vent shall have one 3'0 aluminum pipe and elbow attached and shall be filled with fibreglass blanket insulation. Caulk between sheet metal and glass frame. 2.04 THERMOSTATS. A. Furnish T87 Minneapolis Honeywell thermostats, to the Electrical Contractor for installion and wiring by the Electrical Contractor. One thermostat for each apartment. Existing thermostats shall be removed by the Heating Sub-Contractor, and disconnected by the Electrical Contractor. Existing thermostats shall become the property of the Northampton Housing Authority, and shall be delivered to them. Thermostats three wire. 2.05 RANGE CONNECTIONS. A. Heating Contractor shall make all final connections to new gas ranges. Gas ranges shall be set in place by others. Furnish and install gas cock at each range connection. Contractor shall start at existing mains, extend gas to new location of gas mains, and remove existing gas piping not re-used. 2.06 GAS ENTRANCE COMMUNITY BUILDING. A. This Heating Contractor shall furnish and install under this Con- tract a new gas entrance for the Proposed Community Building. Ar- range with the Bay State Gas Company for new entrance. See Site Plan ME-1 for proposed location of Comrnmity Building. Pay all fees required for gas entrance. '` Florence Heights 15B-08 PART II MATERIALS. 2.01 GAS PIPING A. Work to comply with American Gas Association, Local ordinances and utility company requirements, and with Massachusetts Gas Code Requirements. B. Pipe gas to each piece of equipment requiring the use of gas. C. Start at existing connections at mains and revamp gas piping as required for new connection to new gas range locations. Existing gas piping and fittings not to be reused shall be removed by this Heating Contractor. D. Piping-Schedule 40 black steel with black malleable iron fittings. All piping in compliance with the Massachusetts gas code. Provide gas cock at each range connection. E. Unions - 150 lbs. at all pieces of equipment. Make final connect- ion to ranges by the use of unions. F. Hangers - Band hangers, lag machine thread rods. Side beam clamps and machine rods, as required to support gas piping. G. All joints shall be made up with shellac, and tested with 100 pounds air pressure for a period of six hours or in accordance with local rules and regulations. 2.02 EXISTING RADIATION. A. Furnish and install for the each piece of existing cast iron rad- iation hangers or supports to secure the radiation to the walls. Supports shall consist of 3/8" lag rod, with machine thread on one end, and lag on other end. Provide steel plate to span a minimum of two sections of the radiation. Install hex head nut exterior to the steel plate and peen over the end of the machine thread so the nut cannot be removed. Lag rods shall be attached to the studs. Steel plate shall be installed within the inner tube of the sec- tions, and shall maintain the existing space between the wall and the. radiation. Radiation over 10 sections shall have two lag rods and steel plates installed. Determine location of studs before drilling holes for lag rods. Florence Heights. 158-07 1.16 000PERATION WITH OTHER TRADES A. Contractor shall give full cooperation to other trades and shall furnish (in writing with copies to Architect) any information necessary to permit the work of all trades to be installed satis- factorily and with least possible interference and delay. B. Where the work of the Contractor will be installed in close prox- imity to the work of other trades or where there is evidence that the work will interfere with the work of other trades, he shall assist in working out space conditions to make satisfactory adjustment. 1.17 GUARANTEE AND SERVICE A. Guarantee all materials and workmanship for a period of one year from the date of substantial completion as determined by the Archi- tect. B. The Contractor shall, during the period of the guarantee, replace or repair at his own expense any piece of equipment and/ or mate- rials which found to be defective. The replacement or repair shall be done as notified by the Architect, or authorized by his repre- sentatives. The Contractor shall also repair all damage to sur- rounding work caused by failure and repair or replace the defective equipment or material. t 1.18 TESTS A. Conduct such tests and adjustments of equipment as specified or necessary to verify performance requirements. Submit data taken during such tests to Architect. Pay all professional engineering fees involved in required testing of equipment. B. No pipes shall be backfilled, covered, or concealed until tests have been approved. C. Architect/Engineer and all authorities having jurisdiction shall be given proper notice and ample time before tests are made. A pre- liminary test shall be made before witness of final test is re- quested. Piping shall be retested as often as necessary to prove such work tight at pressures and for periods specified. Defects disclosed by tests shall be repaired or replaced with new work at no extra cost to the Owner. Florence Heights 15B-06 for and other Contractors, sufficiently in advance of the work, so that all openings may be built in advance. He shall also furnish all sleeves, supports, etc. , so that the General Contractor may build same in place. In case of failure to give proper information as noted above, this Contractor will be required to pay for cutting and patching to be performed by the General Contractor. 1.13 CODES AND REGULATIONS A. The work shall be performed in such a manner as to conform to the codes and regulations governing such work, as may be required by Local and State Ordinances. This Contractor shall submit two sets of drawings to the public authority charged with inspecting the work of this Contractor for approval and shall receive one approved set from such authority before commencing any work. The approved drawings shall be forwarded to the Architect immediately. This Contractor shall secure all permits required for installation of his materials and shall pay all fees required for such permits. 1.14 TOOLS AND MACHINERY A. All necessary tools, machinery, scaffolding, and transportation for completion of this work shall be provided, and all waste or broken material resulting from this work shall be removed, by this Con- tractor. This Contractor shall at all times fully protect his work and materials from injury or loss by others. Any injury or loss which may occur shall be made good without cost to the Owner. He shall provide for the delivery of all his materials and fixtures to the building when required, so as to carry on the work in the most efficient manner. He shall be responsible for the proper protec- tion of all his material until the building is accepted by the Owner. 1.15 INTENT A. It is the intention of the Specifications and drawings to call for finished work, tested, and ready for operation. B. Any apparatus, appliance, material, or work not shown on the draw- ings but not mentioned in the Specifications or vice versa, or any incidental accessories necessary to make the work complete and per- fect in all respects, and ready for operation, even if not parti- cularly specified shall be furnished, delivered, and installed by the contractor without additional cost to the Owners. C. Minor details not usually shown or specified, but necessary for the proper installation and operation shall be included in the work and in the Contractor's estimate, the same as if herein specified. Florence Heights 15B-05 4. ME-1 Site Plan. B. Contractor shall refer to these and to all other drawings for a full comprehension of the work to be done, and for conditions af- fecting the location and placement of his equipment and materials. These drawings are intended to be supplementary to the Specifica- tions, and any work indicated, mentioned, or implied in either is to be considered as specified by both. This Contractor, before in- stalling any of his work shall see that it does not interfere with the clearances required for finished work as shown on architectural drawings and details. Work installed by this Contractor which interferes with or modifies the architectural design as shown on the Contract drawings shall be changed as directed by the Architect and all incidental costs for such changes shall be paid by the Contractor. Should the character of the work herein contemplated or any matter pertaining thereto, be not sufficiently explained in the Specifications or on the drawings, this Contractor shall apply to the Architect for more information and shall conform to such when given, as it may be consistent with the original intent. 1.10 ELECTRICAL POWER A. This Contractor shall provide his own portable extension lines and obtain 120 volt, 60 cycle, single phase electric power from General t Contractor to drive his machines and light his work. He shall provide his own light bulbs, plugs and sockets, etc. 1.11. WORK INCLUDED. A. Work under this section shall include but not be limited to 1. Furnish and install materials and supports required for the relocation of the gas piping for the ranges. 2. Furnish and install vents from dryers. Vents shall be 4" with 4 " vent cap installed in basement window. Remove exist pane of glass, blank off area not used with sheet metal. 3. Furnish to the electrical contractor, new Heating Thermostats for existing control valves. 4. Furnish and install for each piece of existing cast iron rad- iation now installed, wall hangers to secure the radiation to the walls. 1.12 INFORMATION A. This Contracter shall give full information to the General Contrac- Florence Heights. 15B-04 t B. No substitutions shall be permitted until and usless the Archi- tect has been supplied by the Contractor with sufficient product data, samples, shop drawings, and other materials (all as required and determined by the Architect) for a proper evaluation of the quality of the proposed substitution to that which has been speci- fied. 1.06. RELATED WORK. A. Review all other Sections of the Specifications and coordinate the work under this section with related work under other Sections. B. The following work shall be accomplished by the General Contractor at no expense to this Heating Contractor. 1. Cutting and patching of floors, ceilings, walls or roofs except for the installation of hangers and supports. 2. Painting. 3. Electric Wiring. 4. Concrete work. 5. Carpentry. 1.07 ALTERNATES. A. Alternate work under Section 1B must be appropriately addressed by the entity responsible for the work under this Section. 1.08 TEMPORARY FACILITIES A. See Section 1G - Temporary Facilities for information relative to the availability of and responsiblity for temporary facilities. 1.09 FILED SUB-BID. A. This Section of the Specifications is a Filed Sub-Bid. B. All work under this Section is as required herein and as required on the following Contract Drawings unless specifically indicated to the contrary: 1. H-1 Basement, First and Second Floor 4 Apartment Buildings, No. 1 Thru 5, and No. 7 thru 12. 2. H-2 Basement Plan, 6 Apt. Building, No. 6. 3. H-3 First and Second Floors 6 Apt. Building No.6. Florence Heights. 15B-03 B. Observe manufacturers' producers' , and the industry, p accepted temp- erature and weather condition limitations for the installation of materials, products, systems, etc. , in force. C. The Contractor shall coordinate, cooperate, and provide necessary labor, equpment, forms, moulds, container, etc. , in conjunction with testing of materials to verify compliance with requirements of the Contract Documents, such testing to be paid for by the Contractor and accomplished by a Licensed Testing Laboratory sel- ected by the owner from three proposed by the Contractor. 1.03 DELIVERY AND STORAGE OF MATERIALS. A. All materials shall be readily identifiable and be deliverd in man- ufacturers/producers' packaging complete with installation and when appropriate, operating instructions. B. Store all materials so as to insure their suitablility for incorp- oration in the work. 1.04 SUBMITTALS A. Submit a minimum of Six (6) copies of Shop Drawings, Product Data, etc. , for the following items bo be installed under this Section for the Architects Approval. Submittals on other items may be required by the Architect. 1. Thermostats. 2. Insulation. 3. Radiation Hangers or supports. 4. Vents for Dryers. 1.05 SUBSTITUTIONS. A. No subsitiutions shall be permitted if three manufacturers have been specified unless the Contractor can demonstrate through written evidence from such manufacturers that timely submission of required submittals and timely issuance of Purchase Orders would none the less result in a reasonable and measurable doubt that the approved Contruction Progress Schedule could not be met unless sub- stitution of another manufacturer is permitted. 00W Florence Heights 15B-02 DIVISION 15 SECTION N0. 15B HEATING AND VENTILATING. FILED SUB-BID REQUIRED PART I GENERAL 1.01 CONDITIONS, REQUIREMENTS, ETC. A. Examine Part A-Bidding and Contract Requirements and Division 1 General Requirements which are hereby made a part of this Section. B. Examine all site conditions including existing structures, all Contract Drawings, and all portions of the Project Manual includ- ing other Sections of the Specifications for requirements which may affect the work of this Sections. C. Available Original Construction Drawings for the project have been been provided for whatever use Bidders may choose. Certain dis- crepancies between these drawings and actual conditions were noted in the Architects random review with such observed discrepancies being reflected in the Contract Drawings for the Modernization of Florence Heights. The Contractor shall investigate and evaluate all discrepancies between the Original Construction Drawings, the Contract Drawings for the Modernization of Florence Heights, and all existing conditions in the field prior to submitting his bid. D. All work under this Section shall be in strict accordance with the applicable portions of: Codes, Ordinances, Regulations, etc, in force; the Reference Standards, the recommendations of the manu- facturers and/or the producer of the materials, products, systems, etc. involved and with the best trade practices and quality of workmanship of the industry. In the event of a conflict between any of the aforementioned, the matter shall be referred to the Architect whose decision shall be final and binding. 1.02 QUALITY ASSURANCE. A. All.-materials and workmanship shall conform to the requirements of the Contract Drawings and Specifications as well as all Referenced Standards referred to herein and/or referred to by Codes, Ordinance Regulations, etc. , in force. Florence Heights. 15B-01 this one year period normally published by the manufacturer. l 3.04 ACCESS DOORS AND PANELS A. Furnish to General Contractor for installation flush type access doors or panels for all valves, cleanouts, or apparatus located in chases, walls, or floors, .finish shall be chrome plated or stain- less steel. 18 x 18 " access panels under sinks shall be prime coat finish ready for painting. B. When panel occurs in wall which is of plaster, furnish to General Contractor for installation flush panels complete with metal frame. Panels are subject to approval of Engineer. C. Panels installed in firewalls shall be fire-rated for the same period as the walls are rated for. IE : 2 hours for a 2 hour wall, 1 1/2 hours for a 1 1/2 hour rated wall. Access panels shall screw driver operated locks. 3.05 REMOVAL OF EQUIPMENT. A. This Plumbing Sub-Contractor shall disconnect the following equip- ment to be removed from the premisis by the general contractor, at no expense to the Plumbing Contractor. 1. Set Tubs in the basements. 2. Lavatories. 3. Water Closets. 4. Kitchen Sinks. 3.06 SPARE PARTS. A. The Plumbing Sub-Contractor shall furnish the following items to be utilized as spares for future installation as required. 1. 4 sets of Kitchen Faucets as specified. 2. 4 sets of Lavatory Faucets as specified. 3. 6 Sill Cocks as specified. END Florence Heights. 15A-13 PART 3 - EXECUTION 3.01 INSTALLATION A. Piping and equipment. All piping and equipment shall be installed in a neat workmanlike manner. Piping shall be installed parallel to building walls, with provision for expansion as necessary and to accurate grades and lines. B. Hangers and supports. Furnish and install supports, hangers, and all other appliances necessary to support firmly and substantially the apparatus described in this Section of the Specifications. C. All piping shall be supported at distances not greater than 8'0" by means of hangers or supports. 3.02 CLEANING AND TESTING A. All new equipment, piping, fittings, and associated items installed under this Contract shall be tested by the Contractor in the pres- ence of the Engineer or his representative and or Plumbing Inspect- or. The equipment, materials, and labor to perform this test shall be furnished by this Contractor. The Inspector shall be notified when the system is ready for the tests. All pipes must remain un- covered in every part until they successfully passed the tests. B. The rough water supply system, including hot and cold lines, shall shall be plugged, then tested and proved tight under a pressure of 125 pounds per square inch before the system is flushed and placed in service. C. Any defects or leaks resulting from the disturbance of the existing piping shall be corrected or replaced by the Contractor to the sat- isfaction of the Engineer. 3.03 GUARANTEE AND INSTRUCTIONS A. This Contractor shall guarantee all material and workmanship fur- nished by him to be free from all defects for a period of one year from the date of substantial completion, The Contractor shall make good, repair, or replace any defective work which may develop within that time at his own expense and without expense to the Owner. He shall extend to the Owner any warranties running beyond Florence Heights. 15A-12 of hot water, cold water risers, entrances and meters as indicated on the drawings. 2.07 PROPOSED COMMUNITY BUILDING. A. This Plumbing Sub-Contractor shall furnish and install complete, 1" cold water entrance for -the future Community Building. Furnish and install curb cock and box at connection in the street. Corm- shall be made in accordance with the City of Northampton's require- ments. Piping shall be type "K" soft, with flared fittings. Excav- ation, backfill, and repair of street surfaces shall be accomplish- ed by other sections of these specifications at no expense to this Plumbing Sub-Contractor. Terminate piping where indicated on the Site Drawing. ME-1. Mark location for future connection. B. Pay all fees required by the City of Northampton for the cold water entrance and connection. 2.08 FLASHINGS. A. Furnish for installation by others, copper flashings 16 Oz. for all existing stacks to be extended thru the new pitched roof. Flashing shall extend up over the top of the vent outlet and terminate with- in the stack. Copper flashings shall conform to the slope of the t new roof. 2.09- EXISTING SET TUBS. P-6 A. Existing set tubs in the basements shall be removed, and new stand- pipes shall be installed for clothes washing machines. Stand pipes shall be constructed of 1 1/2 " copper, with 1 1/2 X 2" copper con- centric couplings. Re-vamp existing sanitary connection to existing set tub to accomodate new standpipe. Connect to exist vent. Support standpipe independent of sanitary and vent connections. 2.09 SILL COCKS. A. Furnish and install sill cocks indicated on the drawings. . Sill cocks shall be Mansfield, fig. 578, with vacuum breaker integral with unit, 3/4" size. Furnish and install on each sill cock to remain, 3/4" stop and waste valve. Florence Heights. 15A-11 opposite side of studs. Height of lavatory as required by Archtect. Provide 1 1/2" X 1 1/4" C.P. P trap. Alter waste vent, hot and cold water connections within wall to suit new height. HANDICAP UNIT BUILDING NO. 4. BATHTUB P-7 Bathtub shall be as specified for other apartments or units. Bottom interior of tub shall be slip -resistant. Alter hot and cold water piping to connect to Handicap shower. Tub shower unit shall be S96-401 XT3 symmons tub and hand shower unit, 3 GPM flow restrictor, 30" chrome slide bar, temperature limit stop, wall and hand shower with 59" of flexible hose, wall connection with flange. 2.05 INSULATION. A. All existing hot water, cold water and recirculating hot water piping where exposed in the basements or in boiler rooms shall be insulated with fibreglass, 3/4", and dual temperature vapor barrier jacket. All fittings, flanges and valves shall be insulated with fibreglass wrap, and Zeston (or equal) fittings. Seal all joints vapor proof. B. The insulation contractor shall visit the project, and determine for himself the amount and sizes required to insulate the existing piping, valves, and fittings. C. All new hot water, cold water, and recirculating hot water piping installed under this contract shall be insulated as specified for existing hot water, cold water, recirculating hot water piping, valves and fittings. 2.06 WATER PIPING. A. Piping shall be adequately supported. Type L copper, solder joints Hangers copper plated. (Lead Free Solder. ) B. Ball valves shall be utilized for gate valves. Ball valves shall be Watts, Apollo, Wolverine or Jamesbury with bronze bodies and stainless steel ball. 1/4 turn to full open. C. Water pressure test shall be applied to supply piping before equip- ment is connected. Hydrostatic pressure of not less than 150 psi shall be applied, two (2) hours. D. Furnish and install for clothes washing machines, Symmons W 400 valves, with check valves on inlets. E. Furnish and install valves indicated on the drawings for isolation Florence Heights. 15A-10 shower mixing valves with new over rim filler. Shower shall be Symmons, 96-2XL2 with two gpm shower head mounted 614" to inlet above floor (maximum). Set at 110 degrees. Provide over rim filler with diverter and shower arm, chrome plated. Provide volume control in shower head. Cutting and patching by General Contractor at no expense to this Contractor. KITCHEN SINK. P-4 52409 Wolverine 25 X 22" self rimming, 4 holes, sound deadened, 302 stainless steel, 18 gage, Just, Elkay, with stops separate on hot and cold water. stainless steel sink strainer, with tail- piece, 52808, Neoprene stopper. Faucet, Finale, Wolverine, with spray, 8" one piece cast brass spout, 1/2" straight I.P. shanks, metal handles, 52431 Wolverine. Full off, full on 1/4 turn, with removeable cartridge, canopy handles. Areator, double 0 ring spout seal. Sinks are located on wet walls, but are in different locations than where now installed. Alter waste, vent, hot and cold water connections as required for new location. BATHTUB LINER. P-3 & P-7 Furnish and install liners for the existing bathtubs. Existing waste and overflow shall be removed. Liners shall be Uni-Form Type A. Liners shall be installed by the manufacturer of the units. The manufacturer shall caulk all seams, where dis-similar materials meet or where seams are part of the installation. Caulk material shall be of the manufacturers standard install- ation products, and shall be guranteed for a period of one year Liner shall fit the tubs without bubbles, or air spaces between the tub and liner. Liners shall be white. Liners shall be as manufactured by the Universal Plastics Corporation, 165 Front Street, Chicopee Massachusetts. Plumbing Contractor shall furnish and install new bath waste and overflow unit in each existing bath tub. Bath waste and overflow shall be Wolverine 52429. Cutting and Patching by General Contractor at no expense to this Plumbing Contractor. NOTE. The above items specified as Wolverine, and the tub liner spec- ified shall be furnished as specified. These items are items standardized on by the Northampton Housing Authority, and has been approved by a vote of the Board. HANDICAP UNIT BUILDING 4. LAVATORY P-5 Lavatory shall be furnished and installed with wrist handle faucet Heritage centerset with pop-up drain, 4" centers. Am. Standard 2103.786 2.5 GPM flow restrictor. 1 1/4" C.P. Tailpiece. Lavatory Declyn Vitrous China 19 X 17 " 0321.026 with wall hanger. Provide thru bolts and back up steel plate to be installed within the wall on the Florence Heights. 15A-09 3. All fixtures shall have the manufacturer's warranty label or trademark indicating first quality. All acid resisting enam- eled ware shall bear the manufacturer's symbol signifying acid resistant material. 4. All exposed fixtures, brass goods, and trimmings, including faucets, traps, waste.; strainers, escutcheons, supplies to lavatories and water closets shall be chromium plated. 5. All surfaces shall be clean of dirt, dust, and foreign mater- ial before installation of any plumbing fixture. 6. All joints between the fixtures and walls or floors shall be sealed against water penetration. 7. Plumbing Sub-Contractor shall furnish all supports, brackets, bolts, etc., for proper installation of any fixtures requiring support. They shall be in accordance with the manufacturer's recommendations and, if necessary, shall be built into place as the building progresses. This Contractor shall be held responsible for the stability and proper support of all plumbing fixtures. Unless otherwise noted, catalogue numbers are those of American Standard. i WATER CLOSET P-1 Water Saver, Cadet 2122.453 or 2124.336 round front, siphon jet action bowl with close coupled, with water saving trim. 2 bolt caps, 12 inch rough, or 14 inch rough as required, closet wax, deep floor flange, and seat. Seat Church 5330.022, with cover Provide supply, chrome plated, with stop. Tank fittings, backflow preventer, water control, with volume regulator, flush valve, and trip lever waste. Color White. Seat white. Supplies, Wolverine, Blue Line, 52004. LAVATORY P-2 Regalyn lavatory, wall hung, with wall hanger, soap depression 19 X 1711, 4869.012, Wolverine FINALE faucet, removeable cart- ridges, full on and off, 1/4 turn, integral inlet shanks, brass lock and coupling nuts, triple chrome plated, with aerator, 52441, metal handles, 1 1/4" 17 ga. tailpiece with C.P.Pop-up. Wolverine C.P. Brass P trap with C.P. Escutcheon. 1 1/4 X 1 1/2" 52285. Supplies with stop, C.P. Wolverine, 52002. 2.75 GPM flow restrictor. BATHTUB—SHOWER VALVES. P-3 Existing hot water and cold water valves in existing bathtubs shall be removed. Piping shall be altered to receive new Florence Heights. 15A-08 PART II MATERLAL,S. 2.01 PLUMBING FIXTURES AND TRIM A. SCOPE 1. This Sub-Contractor shall furnish and install all fixtures in accordance with the drawings and schedule in this Specifica- tion. 2. All plumbing fixtures shall be provided with individual stops at the fixtures. Chrome plated with flexible supplies. 3. All traps, nipples, plates, escutcheons, and appurtenances shall be furnished for a complete installation. C.P. B. QUALIFICATIONS 1. Plumbing fixtures shall be of the best quality as fabricated by a manufacturer of established reputation whose products have been in constant use for not less than ten years. 2. Fixtures shall be similar in design, size, quality, and type, as manufactured by American Standard, Crane, Kohler. The manufacturer's trademarks and numbers for fixtures referred to herein are intended to establish the standards of quality, size, design, and type desired. 3. All fixtures shall be by the same manufacturer throughout. C. MATERIALS 1. All vitreous fixtures shall be best quality, regular selec- tion, vitreous china thoroughly fused and vitrified, producing a white material which, when fractured, shall show homogeneous mass with close grain and freedom from pores. All surfaces coming in contact with walls, floors, or surfaces of other fixtures shall be reasonably flat. 2. Enameled cast-iron ware shall be quality acid resisting enam- elware of the best grade manufactured. The demensions spec- ified shall be followed to within 1 inch in width and length. Iron ware shall have porcelain enamel coat thoroughly fused on the surfaces required. Enamel shall be of smooth, even thick- ness; white, and free from cracks, discolorations, chips, and other flaws. Exterior exposed surfaces not required to be enameled shall be treated with one coat of filler at the factory. Florence Heights 15A-07 1.14 CODES AND REGULATIONS A. The work shall be performed in such a manner as to conform to the the codes and regulations governing such work, as may be required by Local and State Ordinances. This Contractor shall submit two sets of drawings to the public authority charged with inspecting the work of this Contractor for approval and shall receive one approved set from such authority before commencing any work. The approved drawings shall be forwarded to the Architect immediately. This Contractor shall secure all permits required for installation and shall pay all fees req�Ared for such permits. 1.15 RECORD DRAWINGS A. This Contractor shall maintain a record of all changes in the plumbing work as installed by him and shall submit one set of re- producible record drawings on cloth and two sets of black on white prints showing the "as built" conditions of the plumbing systems. Final payment will not be made until these record drawings have been received and approved. 1.16 TOOLS AND MACHINERY A. All necessary tools, machinery, scaffolding, and transportation for completion of this work shall be provided, and all waste or broken material resulting from this work shall be removed, by this Con- tractor. This Contractor shall at all times fully protect his work and materials from injury or loss by others. Any injury or loss which may occur shall be made good without cost to the Owner. He shall provide for the delivery of all his materials and fixtures to the building when required, so as to carry on the work in the most efficient manner. He shall be responsible for the proper protec- tion of all his material until the building is accepted by the Owner. Florence Heights 15A-06 valves to be set for 110 degrees mixed temperature. \ 7. Furnish and install new clothes washer hose valves with vacuum breakers and check valves on both hot and cold water connections. 8. New connection to the existing water main in the street and installation of 1 inch Type K cold water to the proposed new Community Building. All joints shall be flared copper. Provide curb cock and box in street. Waste for Camirdty Building shall be furnished and installed by the General Con- tractor at no expense to this Plumbing Contractor. Gas for the Comrnmity Building shall be furnished and installed under the Heating Contract. 9. Insulate all existing and new hot, recirculating hot and cold water piping, valves and fittings within the building where exposed. (Quantities and sizes required shall be ascertained at the jobsite prior to bidding. ) 10. Furnish and install for each existing boiler make-up feed piping connection, Watts No 900 backflow preventer. 12 re- required. 11. Extend existing Vents through new sloped roof to be install- ed under this Contract. Provide Copper flashings which are to extend up and over vent outlets. 12. Furnish and install all isolation valves indicated on the drawings for the existing hot and cold water risers. Furnish and install valves indicated for cold water entrances and cold water meters. Remove existing valves. New valves shall be ball type, with lever handle. 1.12 UTILITIES A. In general, all utilities including water supply, and sanitary sew- ers are available for connecting within the existing buildings. The water connection for the New Community Building shall be furnished and installed under this contract. Terminate as indicated on the Site drawing ME-1. Connect to existing water main in the street. Provide curb cock and box. Pay all fees required to the City of Northampton for water entrance. Cap as indicated. 1.13 INFORMATION A. This Contracter shall give full information to the General Contrac- tor and other Contractors, sufficiently in advance of the work, so that all openings may be built in advance. He shall also furnish all sleeves, supports, etc. , so that the General Contractor may build same in place. In case of failure to give proper information as noted above, this Contractor will be required to pay for cutting and patching to be performed by the General Contractor. Florence Heights. 15A-05 t 4. ME-1 Site Plan. B. Contractor shall refer to these and to all other drawings for a full comprehension of the work to be done, and for conditions af- fecting the location and placement of his equipment and materials. These drawings are intended to be supplementary to the Specifica- tions, and any work indicated, mentioned, or implied in either is to be considered as specified by both. This Contractor, before in- stalling any of his work shall see that it does not interfere with the clearances required for finished work as shown on architectural drawings and details. Work installed by this Contractor which interferes with or modifies the architectural design as shown on the Contract drawings shall be changed as directed by the Architect and all incidental costs for such changes shall be paid by the Contractor. Should the character of the work herein contemplated or any matter pertaining thereto, be not sufficiently explained in the Specifications or on the drawings, this Contractor shall apply to the Architect for more information and shall conform to such when given, as it may be consistent with the original intent. 1.10 ELECTRICAL POWER A. This Contractor shall provide his own portable extension lines and obtain 120 volt, 60 cycle, single phase electric power from General Contractor to drive his machines and light his work. He shall provide his own light bulbs, plugs and sockets, etc. 1.11 WORK INCLUDED. A. Work under this section shall include but not be limited to 1. Disconnection of existing laundry set tubs, and revamping waste for new standpipe for clothes washers. 2. Furnish and install new plumbing fixtures for Kitchen, and Bathroom areas, including stops on the kitchen sinks, and C.P. Stops on lavatory and water closet. Disconnect existing fixtures not to be re-used. 3. Furnishing and installing new starts for the lavatories and kitchen sinks. This refers to nipple between trap and waste connection. 4. Removal of existing kitchen sinks, lavatories, bath tubs, laundry set tubs and water closets shall be accomplished by General Contractor 5. New wax, deep throat floor flanges, closet bolts and bolt cap 6. Furnish and install new over rim filler, mixing valve with stops, arm and shower head, with diverter valve. All shower Florence Heights. 15A-04 B. No substitutions shall be permitted until and unless the Archi- tect has been supplied upp by the Contractor with sufficient product data, samples, shop drawings, and other materials (all as required and determined by the Architect) for a proper evaluation of the quality of the proposed substitution to that which has been speci- fied. 1.06. RELATED WORK. A. Review all other Sections of the Specifications and coordinate the work under this section with related work under other Sections. B. The following work shall be accomplished by the General Contractor at no expense to this Plumbing Contractor. 1. Cutting and patching of floors, ceilings, walls or roofs except for the installation of hangers. 2. Painting. 3. Electric Wiring. 4. The installtion of concrete work. 5. Carpentry. 1.07 ALTERNATES. A. Alternate work under Section 1B must be appropriately addressed by the entity responsible for the work under this Section. 1.08 TEMPORARY FACILITIES A. See Section 1C - Temporary Facilities for information relative to the availability of and responsiblity for temporary facilities. 1.09 FILED SUB-BID. A. This Section of the Specifications is a Filed Sub-Bid. B. All work under this Section is as required herein and as required on the following Contract Drawings unless specifically indicated to the contrary: 1. .P-1 Basement, First and Second Floor 4 Apartment Buildings, No. 1 Thru 5, and No. 7 thru 12. 2. P-2 Basement Plan, 6 Apt. Building, No. 6. 3. P-3 First and Second Floors 6 Apt. Building No.6. Florence Heights. 15A-03 '* B. Observe manufacturers' , producers' , and the industry accepted temp- ( erature and weather condition limitations for the installation of materials, products, systems, etc. , in force. C. The Contractor shall coordinate, cooperate, and provide necessary labor, equpment, forms, moulds, container, etc., in conjunction with testing of materials to verify compliance with requirements of the Contract Documents, such testing to be paid for by the Contractor and accomplished by a Licensed Testing Laboratory sel- ected by the owner from three proposed by the Contractor. 1.03 DELIVERY AND STORAGE OF MATERIALS. A. All materials shall be readily identifiable and be deliverd in man- ufacturers/producers' packaging complete with installation and when appropriate, operating instructions. B. Store all materials so as to insure their suitablility for incorp- oration in the work. 1.04 SUBMITTALS A. Submit a minimum of Six (6) copies of Shop Drawings, Product Data, etc. , for the following items bo be installed under this Section for the Architects Approval. Submittals on other items may be required by the Architect. 1. Plumbing fixtures. 2. Insulation. 3. Trim. 4. Valves. 5. Piping materials. 1.05 SUBSTITUTIONS. A. No subsitiutions shall be permitted if three manufacturers have been specified unless the Contractor con demonstrate through written evidence from such manufacturers that timely submission of required submittals and timely issuance of Purchase Orders would none the less result in a reasonable and measurable doubt that the approved Contruction Progress Schedule could not be met unless sub- stitution of another manufacturer is permitted. Florence Heights. 15A-02 ( DIVISION 15 SECTION NO. 15A PLUMBING FILED SUB-BID REQUIRED PART I GENERAL 1.01 CONDITIONS, REQUIREMENTS, ETC. A. Examine Part A-Bidding and Contract Requirements and Division 1 General Requirements which are hereby made a part of this Section. B. Examine all site conditions including existing structures, all Contract Drawings, and all portions of the Project Manual includ- ing other Sections of the Specifications for requirements which may affect the work of this Sections. C. Available Original Construction Drawings for the project have been been provided for whatever use Bidders may choose. Certain dis- crepancies between these drawings and actual conditions were noted in the Architects random review with such observed discrepancies being reflected in the Contract Drawings for the Modernization of Florence Heights. The Contractor shall investigate and evaluate all discrepancies between the Original Construction Drawings, the Contract Drawings for the Modernization of Florence Heights, and all existing conditions in the field prior to submitting his bid. D. All work under this Section shall be in strict accordance with the applicable portions of: Codes, Ordinances, Regulations, etc, in force; the Reference Standards, the recommendations of the manu- facturers and/or the producer of the materials, products, systems, etc. involved and with the best trade practices and quality of workmanship of the industry. In the event of a conflict between any of the aforementioned, the matter shall be referred to the Architect whose decision shall be final and binding. 1.02 QUALITY ASSURANCE. A. All materials and workmanship shall conform to the requirements of the Contract Drawings and Specifications as well as all Referenced Standards referred to herein and/or referred to by Codes, Ordinance Regulations, etc. , in force. Florence Heights 15A-01 3.11 Cleaning A. Upon completion of each surface painted under this contract, the Contractor shall remove all paint spots and all scraped material from all floors, plumbing fixtures, glass, electri- cal fixtures, and switch covers, and finished hardware. He shall leave the premises free from rubbish caused by his work and shall present the work clean and free from blemish. 2. Touch-Up and Finish - One Field Coat DeVoe Metalclad 417xx 1 1. 5 mil dry thickness B. Metal Doors and Frames 1. Primer - Factory 2. Finish - Two coats DeVoe Metalclad 417xx 3. 0 mil dry thickness (1. 5 per coat) C. Wood 1. Primer - One Coat DeVoe All-Weather Primer #1102 2. 0 mil dry thickness 2. Finish - Two Coats Devoe Regency House #18xx 2. 8 mil dry thickness (1. 4 per coat) D. Masonry 1. Primer - One Coat DeVoe Bonding Coat # 16100 2. Finish - One Coat DeVoe DE-VO-KO Filler and Finish #52801 3. 08 Flame Spread A. Paint material quality as installed, shall be resistant to Flame-Spread as determined by ASTM-E-119 "Standard Methods of Fire Tests of Building Construction and Materials" in accordance with minimum resistance ratings for the type of construction. 3. 09 Extra Material A. Provide one gallon of each coat type of paint required by the Painting and Finishing Schedule contained herein. Paint shall be in one-gallon containers clearly marked as to type and color. A list indicating each type and color by manufacturer ' s catalog description and where within the project same was used shall accompany these extra materials and serve as a receipt for same. 3. 10 Guarantee A. Contractor shall provide written guarantee for his work for a period of one year form Date of Compeltion. Contractor shall repair any defects at no cost to Owner. C. Ferrous Items (except as noted) 1. DeVoe: One (1) coat - 13101 Metal Primer C, Two (2) coats - 509XX Alkyd Semi-Gloss Enamel 2. Pratt & Lambert: One (1 ) coat - Metal Alkyd Primer Two (2 ) coats - Pro-Hide Alkyd Semi-Gloss Enamel 3. Glidden: One (1 ) coat- Y-590 Glid Guard Rust Master Primer Two (2) coats - Ultra-Hide Alkyd Semi-Gloss Enamel D. Radiators and Heating Pipes Two coats of heat resistant enamel conforming of Federal Specification TT-E-496 TYPE I. Apply enamel when surfaces are less than 1400 F. E. Do not piant finished hardwrae which has not been previously painted except that existing reused butts affixed to metal jambs shall be painted. F. NOTE: ALL EXISTING PAINTED SURFACES TO RECEIVE TWO (2 ) FINISH COATS ONLY, THREE ON REPAIRED PORTIONS. G. Brass and Copper Items - If Applicable i Do not prime any brass or copper items. Apply three (3 ) finish coats. 1 . DeVoe: Three ( 3 ( coats - 509xx Alkyd Semi-Gloss Enamel 2. Pratt & Lambert: Three (3 ) coats - Pro-Hide Alkyd Semi-Gloss Enamel 3. Glidden: Three ( 3 ) coats - Ultra-Hide Alkyd Semi-Gloss Enamel 3. 06 Washability A. Interior finish coat shall privide a washable finish to the extent of removing ordinary household stains and resistant to damage from grease, water, detergents, and normal house- hold cleaners. 3. 07 Painting and Finish Schedule - Exterior A. Wrought Iron Fencing and Other Ferrous Metals. 1. Primer - One Shop or Field Coat a. On Base Metal: DeVoe Metalclad 417xx 1 . 5 mil dry thickness. b. On Galvanized Metal: DeVoe Mirrolac 13201 1. 5 Mil dry thickness 4. Repair all defects in exising surfaces equal or smaller than the size of a U.S. 25 cent coin. 3. 03 Applications A. Apply each coat at proper consistency. B. Each coat of paint is . to be slightly darker than preceeding coat. C. Sand lightly between coats to achieve required finish. D. Do not apply finishes on surfaces that are not sufficiently dry. E. Allow each coat of finish to dry before following coat is applied, unless directed otherwise by manufacturer. 3. 04 Cleaning A. As work proceeds and upon completion, promptly remove paint where spilled, splashed or spattered. B. During progress of work keep premises free form any un- necessary accumulation of tools, equipment, surplus mater- ials and debris. C. Upon completion of work, leave premises neat and clean, to the satisfaction of Architect. 3. 05 Painting and Finishing Schedule - Interior Painting Schedule (Note: Primers are required for previously unpainted surfaces ) . A. Woodwork and finish carpentry work for paint finish 1. DeVoe: One (1 ) coat - 51301 Super Enamel Undercoat (Primer) Two (2 ) coats - 509XX Alkyd Semi-Gloss Enamel 2. Pratt & Lambert: One (1 ) coat - Alkyd Primer Two (2 ) coats - Pro-Hide Alkyd Semi-Gloss Enamel 3. Glidden: One (1 ) coat - Alkyd Primer Two (2 ) coats- 4600 Ultra-Hide Alkyd Semi-Gloss Enamel B. Walls and Ceilings 1'. DeVoe: One (1 ) coat - 50501 Alkyd Primer Two ( 2 ) coats - 509xx Alkyd Semi-Gloss Enamel 2. Pratt & Lambert: One (1 ) coat - Alkyd Primer Two (2 ) coats - Pro-Hide Alkyd Semi-Gloss Enamel 3. Glidden: One (1 ) coat - Alkyd Primer Two (2 ) coats - 5950 Ultra-Hide Alkyd Semi-Gloss Enamel D. Remove flaking, alligatored, or otherwise unsightly { paint, grease, rust, scale, dirt and dust from steel and iron surfaces. Where heavy coatings of scale are evident, removed by wire brushing, sandblasting or or any other necessary method. Ensure steel surfaces are satisfactory before paint finishing. E. Clean unprimed steel surfaces by washing with .solvent., Apply a treatment of phosphoric acid solution,. ensuring, weld joints, bolts and nuts are similarly cleaned. Prime surfaces to indicate defects, if any. Paint after defects have been remedied. t ; t: F. Sand and scrape shop primed steel surfaces to remove loose primer and rust. Feather out edges to sake touch-up Patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. G. Wipe off dust and grit from miscellaneous wood items and Millwork prior to priming. Spot coat knots, pitch streaks and asppy sections with sealer. Fill nail holes and cracks after primer has dried and sand between coats. Back exterior woodwork. H. Thoroughly wash, fill, sand, wire brush and otherwise pre- pare existing painted surfaces to be repainted per manu- facturer' s recommendations to result in a smooth, uniform and unblemished surface. I. Preparation of Existing Concrete Ceilings and Dropped Panels 1. Scrape, wire brush abrade, and by other Architect approved means remove all loose, blistered, scaling, alligatored and otherwise defective paint surfaces. 2. Clean remaining surfaces by rough sanding and wash down with agent recommended by the paint manufacturer. 3. Fill all voids, holes, cracks, etc. with a spackling type compound recommended by the manufacturer. Feather off all ridges, fins, and other indications of concrete form work using the spackling compound and a minimum six inch wide knife 4. Sand and clean all resulting surfaces. J. Preparation of Existing and Replastered Surfaces . 1. Scrape and by other Architect approved means, remove all loose, blistered, alligatored or otherwise defective paint surfaces. 2. Fill all small holes, hair line cracks, etc. Feather in adjacent surfaces. 3. Sand to A smooth finish all resulting surfaces. C. All materials shall be brought to the building and atoned in the mixing room in the manufacturer's original sealed containers, bearing the manufacturer's standard label and indicating the type and color. Materials shall be delivered in sufficient quantities in advance of the time needed in order that the work will not be delayed in any way. D. All materials shall be of a type recommended by the manufacturer for the particular surface to be painted. No claim concerning the unsuitability of any material. specified under this Section, or ability to produce first class work with same, will be entertained after the Award of Bid. E. No material shall be changed or thinned in any way except as specifically directed by the manufacturer. F. Where any manufacturer makes more than one grade of each material specified, the highest grade of each type shall be used whether or not the material is mentioned by trade name in these Specifications. G. All unspecified materials, such as linseed oil, thinners, etc. , shall be pure and of highest quality as approved or recommended by the paint manufacturer. PART 3 - EXECUTION 3. 01 Inspection A. Thoroughly examine surfaces scheduled to be painted prior to, commencement of work. Report in writing to Architect any condition that may potentially affect proper application, Do not con-mence until such defects have been corrected. 3. 02 Preparation of Surfaces A. Remove dirt , loose mortar, scale, powder and other foreign matter from concrete and concrete block surfaces which are to be painted or to receive a clear seal. Remove all and grease with a solution of tri-sodium phosphate, rinse well and allow to thoroughly dry. B. Remove stains from concrete and concrete block surface' caused by weathering of corroding metals with a solution of soldium metasilicate after being thoroughly wetted with water. Allow to thoroughly dry. C. Pill hairline cracks, small holes and imperfections on plaster surfaces with patching plaster. Smooth off to match adjacent surfaces. Wash and neutralise high alkali surfaces where they occur. OAK D. Remove electrical plates, surface hardware, fittings and fastenings prior to painting operations. These items are to be carefully stored, cleaned and replaced on completion of work in each area. Do not use solvent to clean hardware that may remove permanent laquer finish. 1. In no case shall there be any attempt to paint new finish hardware or.-otherwise removable items which are already in place. 2. In no case shall new interior butts or hinges be painted. E. Do not use any plumbing fixture or pipe for the disposal of waste materials. Carry all water required to the mixing room and dump all waste materials in containers outside the building. F. The Contractor shall be held strictly responsible for any and all damage resulting from his failure to observe these provisions. PART 2 - PRODUCTS 2. 01 Colors A. Color schemes shall be in accordance with schedules selected by the Architect. 1 . Three interior colors may be selected excluding wood stain-varnish. 2 . Four exterior colors may be selected. B. Colors of priming coats (and bodycoats) where specified shall be slightly lighter than that of finish coats. C, Color chips of all paints used must be submitted to the Owner with manufacturer's name and his designation of the paint and color for the purpose of future re-ordering of paint. Color chips for color shall total at least 6 2. 02 Materials A. Except as noted on the schedule, all :paint materials shall be first-quality products as manufactures by Zinsser .- Co. , Pratt and Lambert, Glidden, California or Sherman Williams. For purposes of defining materials and not to limit competition, Sherman Williams and, Zinsser Co. trade names are used herein. B. A schedule of proposed manufacturers with material types shall be submitted to the Architect for approval prior to purchase. B. Identify each sample as to finish, formula, color name and number and sheen name. - C. Colors to be selected by Architect prior to commencement of work. 1.15 Maintenance Materials A. Leave on premises, where directed by Architect, not less than five gallons' of all coats in all colors. B. Containers to be tightly sealed and clearly labelled for identification. 1. 16 Delivery A. Deliver paint materials in sealed original labelled containers, bearing manufacturer's name, type of paint, brand name, color designation and instructions for mixing and/or reducing. B. Provide adequate storage facilities. Store paint materials at minimum ambient temperature of 45 degreed F (7 degrees C) in well ventilated area. C. Take precautionary measures to prevent fire hazards and spontaneous combustions. 1.17 Environmental Conditions f A. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture contents of surfaces are below following maximums: 1. Plaster and gypsum wallboard: 12 percent. 2. Masonry, concrete and concrete black: 12 percent. 3. Interior located wood: 15 percent. 4. Exterior located wood: 18 percent. B. Ensure surface temperatures or the surrounding air temperature is above 40 degrees F before applying finishes. Minimum application temperatures for latex paints for interior work is 45 degreed F and 50 degrees F for exterior work. Minimum application .temperature for varnish and finishes is 65 degreed F. C. Provide continuous ventilation. 1.18 Protection A. Adequately protect other surfaces from paint and damage. Repair damage as a result of inadequate or unsuitable protection. B. Furnish sufficient drop cloths, shields and protective equipment to prevent spray or droppings from fouling surfaces not being painted and in particular, surfaces within storage and preparation area. C. Place cotton waste, cloths and material which may constitute a fire hazard in closed metal containers and remove daily from site., Sheet No. Title A-11 Window Details A-12 Typical Building Front Entry Details A-13 Room Finish Schedule A-14 Door Schedule A-15 Door Details 1. 12 Requirements A. Furnish all material and perform all operations in connection with the Specifications and the Drawings. B. Touch-up of factory finished or primed items shall be Performed under this Section as follows: l. -Touch-up of pre-painted or primed equipment with matching paint. c. Field painting shall not be required on the following: I. Anodized or factory finished aluminum except as otherwise specified or called for. 2. Factory finished items except as otherwise specified or called for. D. To avoid all possible confusion, examine the other Sections of the Project Manual, and be thoroughly familiar with all of their provisions and understand that all materials installed throughout that necessitate painting and which are left unfinished by the requirements of said other Sections shall be painted to completion under this Contract. E. It is required that this Specification shall cover the painting throughout the entire project of all new and existing surfaces unless noted to the contrary, to make a thoroughly complete job in every aspect. Where items are not mentioned, they shall be finished the same as specified for similar work. All existing exposed areas which were painted and which shall remain exposed shall be repainted. 1. 13 Sample Model A. Before proceeding with paint application, finish one com- plete apartment clearly indicating selected colors, finish texture, materials and workmanship. B. If approved, Sample Model will serve as a minimum standard for work throughout the Project. 1.14 Samples A. Prepare 4 '-0" x 4 ' -0" samples (s) of all finishes when requested by Architect. When possible, apply finishes on identical type materials to which they will be applied on job. Ommmomammmomow • New lighting fixtures - New chain link fencing * New concrete crib retaining walls *Newly cleaned brickwork 4. Paint all sitework items not presenting a prefinished surface including:' a. Wrought iron fencing b. Benches C. Areaways and gratings B. See Sections lA and 1C for Work Sequence and Areas. C. See Section 1K relative to model/sample installation requirements. 1.11 ,Filed Sub-Bid A. All work under this Section is subject to Massachusetts General Laws, Chapter 149, Sections 44A through H inclu- sive, and a Filed Sub-Bid for such work shall be submitted in appropriate form. B. All work under this Section is as required herein and as required on the following Contract Drawings unless ( specifically indicated to the contrary: Sheet No. Title T-1 Title Sheet X-1 Site Plan X-2 Site Plan Details X-3 Site Details X-4 Dumpster Enclosures and Details A-1 Typ. Four Unit Building Plans lst, 2nd & Basement Floors A-2 Typical Four Unit Building Elevations A-3 Six Unit Building Plans 1st and 2nd Floors A-5 Six Unit Building Elevations A-7 Roof Plans & Details ** A-8 Mansard Roof Details A-9 Typ. Bath Plan & Elevs. A-10 Type "A" , "D" & "B" Kitchen Plans and Elevs. 1. 09 Submittals �, A. Submit a minimum of Six (6 ) copies of Shop Drawings and/or Product Data, etc. , for the following items to be installed - under this Section for approval. 1. All paints, coatings, stains, finishes, etc. B. Submit a minimum of two Samples of the following items to be installed under this Section for approval. 1. All colors, finishes, stains (on wood to which it is to be applied) , finishes, etc. C. Submittals on other items may be required by the Architect. 1.10 Work Included A. Work under this Section includes but is not limited to the following at Buildings No. 1 through 12: 1. At first and second floors, paint all surfaces of all items within all apartments unless an item presents a finish appearance acceptable to the Architect. Paint both sides of basements doors. 2. Paint all exterior surfaces of all apatment buildings, including exposed portions of exisitng building and porch foundation walls, unless an item presents a finish appearance acceptable to the Architect. 3. Items known to have an acceptable finish appearance are: a. Interior -New bath accessories -New resilient flooring -New door hardware - New creamic tile - New kitchen cabinets • New lighting fixtures -New plumbing fixtures - New prefinished metal windows b. Exterior • New prefinished roofing items - New prefinished metal windows - New prefinished bevel siding with requirements of the Contract Documents, such testing to be paid for by the Contractor and accomplished by a Licensed Testing Laboratory selected by the Owner from three proposed by the Contractor. 1. 03 Delivery and Storage of Materials A. All materials shall be readily identifiable and be delivered in manufacturers%producers ' packaging complete with installa- tion and when appropriate, operating instructions. B. Store all materials so as to insure their suitability for incorporation in the work. 1. 04 Substitutions A. No substitutions shall be permitted if three manufacturers have been specified unless the Contractor can demonstrate through written evidence from such manufacturers that timely submission of required submittals and timely issuance of Purchase Orders would none the less result in a reasonable and measurable doubt that the approved Construction Progress Schedule could not be met unless substitution of another manu- facturer is permitted. B. No substitutions shall be permitted until and unless the Architect has been supplied by the Contractor with sufficient product data, samples, shop drawings, and other materials (all as required and determined by the Architect) for a pro- per evaluation of the quality of the proposed substitution with that which has been specified. 1. 05 Related Work A. Review all other Sections of the Specifications and coordinate the work under this Seciton with related work under other Sections. 1. 06 Alternates A. Alternate work under Section 1B must be appropraitely ad- dressed by the entity responsible for the work under this Section. 1. 07 Temporary Facilities A. See Section 1G-Temporary Facilities for information relative to the availability of and responsibility for temporary facilities. 1..08 Guarantee A. See Section 1J for guarantee requirements for work installed under this Section which shall in no case be for less than one year from Substantail Completion. DIVISION 9 - FINISHES SECTION 9C - PAINTING PART 1 - GENERAL 1.01 Conditions, requirements, Etc. A. Except as noted hereiri, -all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. B. Examine all site conditions including existing structures, all Contract Drawings, and all portions of the Project Manual including other Sections of the Specifications for requirements which may affect the work of this Section. C. Available Orignial Construction drawings for the project are available at the Housing Authority' s main offices for review for whatever use Bidders may choose. Certain dis- crepancies between these drawings and actual conditions were noted in the Architect ' s random review with such observed dis- crepancies being reflected in the Contract Drawings for the Modernization of Florence Heights. The Contractor shall in- vestigate and evaluate all discrepancies between the Orginal Construction Drawings, the Contract Drawings for the Moderni- zation of Florence Heights, and all existing conditions in the field prior to submitting his bid. D. All work under this Section shall be in strict accordance with applicable portions of: codes, ordinances, regulations, etc. in force; the Reference Standards ; the recommendations of the manufacturer and/or producer of the materials, products, systems, etc. involved, and with the best trade practices and quality of workmanship of the industry. In the event of con- flict between any of the aforementioned, the matter shall be referred to the Architect whose decision shall be final and binding. E. The General Contractor shall perform all other required and/or incidental work, if any, of a nature similar to but not required to be performed under this Section. 1. 02 Quality Assurance A. All materials and workmanship shall conform to the require- ments of the Contract Drawings and Specifications as well as Referenced Standards referred to herein and/or referred to by Codes, Ordinance Regulations, etc. , in force. B. Observe manufacturers ' , producers ' , and the industry accepted temperature and weather condition limitations for the in- stallation of materials, products, systems, etc. C. The Contractor shall coordinate, cooperate, and provide necessary labor, equipment, forms, moulds, containers, etc. , in conjunciton with testing of materials to verify compliance low M. Install materials in strict accordance with manufacturer' s printed instructions, Prime subfloor as required by tile or adhesive manufacturer. N. Lay flooring into recesses and toe spaces, square with room axis with tight aligned joints. Where VCT is used, no border tile shall be less than 4 inches wide. O. Lay flooring and base so as to insure full uniform contact with base material and' to produce finished surfaces which are smooth, even, true to plane, and free of buckles, waves, and other imperfections. Install straight base after car- pet installation. P. Comply with manufacturer' s recommendations for preparation of existing resilient flooring over which new resilient flooring is to be installed. Use manufacturers ' recom- mended installation system. All wax and other finishes must be completely stripped prior to application of ad- hesives. Do not sand existing resilient flooring 3. 03 Cleaning, Waxing and Polishing A. After the resilient flooring has been laid, the floors shall be thoroughly cleaned of any surface dirt or dust . The fl ors shall be then buffed dry by machine , bringing surface to a sheen in accordance with the manufacturer 's recommendation. The Contractor shall inspect this work and immediately make any necessary adjustment within thirty days after the final buffing . Any tiles showing broken edgess , corners , or fracture lines partially or entirely across their surface , shall be carefully removed, and new the of same color and thickness substituted. B. Following replacement of defective tiles , all resilient floors shall receive two (2) coats of wax , thoroughly and uniformly buffed between coats . 3. 04 Protection All rooms or spaces in which the resilient floors are being laid shall be closed to traffic or other work and kept closed until floors are completed and the work firmly set . All resilient flooring shall be protected as required during the remainder of construction until completion and acceptance of the work . Any resilient flooring damaged during construction shall oe replaced without charge to the Owner. B. At completion and acceptance of the work , leave floors clean , whole , polished and buffed , and in perfect condition . D. All flooring and borders shall be laid flush with adjacent surfaces whether or not materials are similar or dissimilar . Where the concrete floor requires filling or building up on order to produce flush surfaces within fields and borders or flush surfaces of flooring and border with adjacent flooring materials of whatever nature they may be , such building' up shall be done by the Contractor in an approved manner without additional cost to the Owner. E. No resilient flooring shall be set on . surfaces where other work is required to be flush with this flooring until such work has been installed and approved. F. Flooring tile at second floors shall be run as a continuous field off of hall centerlines with the intent of minimizing tile pieces of less than one. half. Otherwise, flooring shall be laid with joints parallel and at right angles to enclosing walls, field symetrical with center line or room. Borders shall be of sufficient width to avoid the use of fractional field tile unless otherwise directed. G. Resilient flooring shall be laid with joints tight and in true alignment across the entire floor and shall be laid to patterns required. Ends and edges of flooring shall be cut to fit accurately to joining with other materials. H. Neatly cut all holes required for pipes and closely fit flooring so as to leave no space for dirt to collect . Seal with waterproof cement joints around pipes and at all other vertical surfaces . I. Joints shall be as inconspicuous as possible and all surfaces shall be rsmooth, straight and free from buckles , waves or projecting edges . J. Promptly after application of flooring , all cement and stains shall be removed from top surface of flooring. K. Vinyl base shall be set to all walls , columns , piers, partitions , cabinets , casework, etc. , throughout the rooms and spaces . Cove shall be featheredge toe so that when installed the toe shall be under compression to affectively seal the joint between the floor and the base . ease shall be securely fastened into position with adhesive cement . Joints shall be tight and even . L. Subfloors and walls shall be dry , clean , smooth , and level before installation of materials . Cracks and depressions , score marks , ridges , and other surface defects shall be repairs to manufacturers tolerances before installation begins . 2. Leveling compound used for uneven areas, filling of joints, cracks, etc shall be of the later base type ( and be approved by the manufacturer of the products to be installed. 3. Primers for use for all the various conditions and materials shall be as recommended by the manufacturer. H. Wax for polishing shall be of a now yellowing commercial duty paste - type approved by the manufacturers of the resilient flooring. I• Resilient materials shall be free of objectional odors , blisters , cracks , objectional foreign . material , or other physical defects affecting appearance or serviceability . PART 3 - EXECUTION 3. 01 Preparatory Work A. Prior to commencement of any work , Contractor shall test the sub-base for moisture content to ascertain its acceptability for application of the resilient flooring. All dirt, grease, oils , dust and other materials which might impair the bond of flooring to the sub-base shall be removed. B. All straightening leveling and smoothing required for a level flooring, shall be done hereunder, using leveling compound manufactured for this purpose. C. Such work or conditions as will affect the laying of the flooring or the level of same and cannot be rectified hereunder shall be brought to the attention of the Architect , in writing. 3. 02 Installation A. ir„tallation of all wgrk described in this Section shall be made only by a firm or company which has been established in this business at least five years and is authorized and approved by the manufacturer. All work shall be installed strictly in accord with the manufacturer 's specifications and instructions governing each type of flooring. 4 B. Resilient flooring , including all preparatory work , shall not be laid until all work has been installed to such an extent as to avoid damage to the preparatory work or tile itself. C. The Contractor shall be held responsible for correcting any damage done to adjoining finished floors , base , walls, etc . , as a result of his operations . Do not begin installation until work of other trades which would have an adverse affect upon work under this Section, including painting, has been completed. 1.14 Protection A. The General Contractor shall be responsible for protecting resilient flooring from damage until the building is ac- cepted by the owner. The Resilient Flooring contractor shall furnish protective covering as required by a job condition and to the extent and manner required by the General Contractor and the Authority. PART 2 - PRODUCTS 2. 01 Materials A. Vinyl Composition Tile (VCT) shall be 1/8" thick x 12" x 12" complying with: Federal Specification SS-T-312B(1 ) , Type IV, Comp. 1. ; ASTM E 84, ASTM E 648, and ASTM E 662 for code sat- isfaction in areas used; and existing job condition require- ments; and be Armstrong Standard Excelon Series, Imperial Modern as selected by the Architect or equivalent by Azrock or GAF. Tile shall be selected by Architect from manufac- turer's full line of colors and patterns. A maximum of three ( 3 ) colors will be used. B. Resilient sheet flooring shall be vinyl sheet . 085" thick x t 6 ' -0" wide rolls complying with: Federal Specification L-F-475A( 3 ) , Type II, Grade A with a minimum wear layer of . 050" ; the ASTM requirements listed for VCT; and existing job requirements ; and be Armstrong Classic Corlon Series, Brigantine, Sandoval, Seagate, Montina or Palestra as selected by the Architect or equal products of Azrock or GAF. C. Underlayment shall be 3/8" thick APA underlayment Grade Ply- wood installed in accordance with APA instructions. Par- ticle board shall not be permitted. D. Vinyl base shall be smooth surface set-on cove type, . 080" thick, 2h" and 4" high, rounded tops, supplied in 100' roll lengths or 4 foot straight lengths, as produced by manufac- turer whose products meet all the Architect ' s requirements and are approved for use on the project. Use manufacturer' s preformed corners at all exterior corners. E. Oak transition strips and treads shall match the species and saw characteristics of the existing oak treads. F. All colors, textures, and finishes shall be as selected by the Architect. G. Adhesives, leveling compound, crack fillers and primers. 1. Adhesive shall be type and brand recommended by manufac- turer for each of the various conditions and resilient ma- terials. Where manufacturer lists more than one recom- mended adhesive, the manufacturer ' s "preferred choice" shall be used. 6. At all apartments, installation of new oak tread at t second floor level at top of stairs. B. See Division I, Sections lA and 1C for Work Sequience and Areas. C. See Section 1K for model/sample installation requirements. 1.12, Filed Sub-Bid A. All work under this Section is subject to Massachusetts General Laws, Chapter 149, Sections 44A through H inclu- sive, and a Filed Sub.-Bid for such work shall be submitted in appropriate form. B. All work under this Section is as required herein and as required on the following Contract Drawings unless specifically indicated to the contrary: Sheet No. Title T-1 Title Sheet X-1 Site Plan A-1 Typ. Four Unit Building Plans 1st, 2nd, & Basement Floors A-3 Six Unit Building Plans 1st and 2nd Floors A-9 Typ. Bath Plan & Elevs. A-10 Type "A" , "D" & "B" Kitchen Plans & Elevs. A-13 Room Finish Schedule A-14 Door Schedule A-15 Door Details 1.13 Job Conditions A. Examine surfaces to receive resilient flooring to see that they are 4n proper condition to receive the work specified . Report unacceptable surfaces to the Arcnitect in writing . Starting work in any area shall constitute acceptance of that surface . Defects resulting from use of accepted surfaces shall be corrected by this contractor at no additional expense to the Owner. Resilient flooring , adhesives , and the room where work is to be installed shall be maintained at a minimum of 60 degress Farenheight for at least 24 hours before , during and for 48 hours after installation. 1. 09 Submittals -A. Submit a minimum of Six (6 ) copies of Shop Drawings and/or Product Data, etc. , for the following items to be installed under this Section for approval. 1. Submit manufacturers ' installation instructions, clean- ing instructions, and printed guarantees to the Archi- tect. B. Submit a minimum of two Samples of the following items to be installed under this Section for approval. 1. Submit complete range of color and pattern samples to Architect for selection and approval. 2 . Submit full size tiles in the approved colors and sur- face patterns to the Architect prior to. commencement of work. 3. Submit full size finished oak transition strip. C. Submittals on other items may be required by the Architect. 1.10 Reference Standards A. Comply with the following: 1. Federal Specifications a. L-F-475A( 3 ) , Type II, Grade A Sheet Vinyl b. SS-T-312B(1 ) , Type IV, Comp. 1 Vinyl Composition Tile 1.11 Work Included A. Work under this Section includes but is not limited to the following at Buildings No. 1 through 12 : 1. Installation of new Vinyl Composition Tile on all floors of all rooms on first and second floors of apartments (including all contiguous areas such as closets ) except kitchens and baths. 2 . Installation of new sheet vinyl flooring on all kitchen and bathroom floors of all apartments. 3. Installation of new underlayment on all areas of floors of all kitchens and baths and at the area indicated in- side of all front entries to apartments. 4 . At all apartments, installation of new vinyl cove base in all rooms and contiguous areas such as closets on first and second floors of all apartments. Base shall be 2�" unless otherwise noted. 5'. At all apartments, installation of new prefinished oak transition strips at bathroom thresholds, between kit- chen flooring and living room flooring and basemenst stairs, between living room flooring and front entry flooring, between second floor flooring and stairs, and elsewhere as required to provide a smooth transition be- tween adjacent finish flooring surfaces. with requirements of the Contract Documents, such testing to be paid for by the Contractor and accomplished by a Licensed Testing Laboratory selected by the Owner from three proposed by the Contractor. 1. 03 Delivery and Storage of Materials A. All materials shall be readily identifiable and be delivered in manufacturers!/producers ' packaging complete with installa- tion and when appropriate, operating instructions. B. Store all materials so as to insure their suitability for incorporation in the work. 1. 04 Substitutions A. No substitutions shall be permitted if three manufacturers • have been specified unless the Contractor can demonstrate through written evidence from such manufacturers that timely submission of required submittals and timely issuance of Purchase Orders would none the less result in a reasonable and measurable doubt that the approved Construction Progress Schedule could not be met unless substitution of another manu- facturer is permitted. B. No substitutions shall be permitted until and unless the Architect has been supplied by the Contractor with sufficient product data, samples, shop drawings, and other materials (all as required and determined by the Architect) for a pro- f per evaluation of the quality of the proposed substitution with that which has been specified. 1 . 05 Related Work A. Review all other Sections of the Specifications and coordinate the work under this Seciton with related work under. other Sections. 1. 06 Alternates A. Alternate work under Section 1B must be appropraitely ad- dressed by the entity responsible for the work under this Section. 1. 07 Temporary Facilities A. See Section lG-Temporary Facilities for information relative to the availability of and responsibility for temporary facilities. 1. 08 Guarantee A. See Section 1J for guarantee requirements for work installed under this Section which shall in no case be for less than one year from Substantail Completion. �. DIVISION 9 - FINISHES SECTION 9B - RESILIENT FLOORING FILED SUB-BID REQUIRED PART 1 - GENERAL 1. 01 Conditions, requirements, Etc. A. Except as noted herein', all provisions of Part, A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. B. Examine all site conditions including existing structures, all Contract Drawings, and all portions of the Project Manual including other Sections of the Specifications for requirements which may affect the work of this Section. C. Available Orignial Construction drawings for the project are available at the Housing Authority's main offices for review for whatever use Bidders may choose. Certain dis- crepancies between these drawings and actual conditions were noted in the Architect ' s random review with such observed dis- crepancies being reflected in the Contract Drawings for the Modernization .of Florence Heights. The Contractor shall in- vestigate and evaluate all discrepancies between the Orginal Construction Drawings, the Contract Drawings for the Moderni- zation of Florence Heights, and all existing conditions in the field prior to submitting his bid. D. All work under this Section shall be in strict accordance with applicable portions of: codes, ordinances, regulations, etc. in force; the Reference Standards; the recommendations of the manufacturer and/or producer of the materials, products, systems, etc. involved, and with the best trade practices and quality of workmanship of the industry. In the event of con- flict between any of the aforementioned, the matter shall be referred to the Architect whose decision shall be final and binding. E. The General Contractor shall perform all other required and/or incidental work, if any, of a nature similar to but not required to be performed under this Section. 1. 02 Quality Assurance A. All materials and workmanship shall conform to the require- ments of the Contract Drawings and Specifications as well as Referenced Standards referred to herein and/or referred to by Codes, Ordinance Regulations, etc. , in force. B. Observe manufacturers ' , . producers' , and the industry accepted temperature and weather condition limitations for the in- stallation of materials, products, systems, etc. C. The Contractor shall coordinate, cooperate, and provide necessary labor, equipment, forms, moulds, containers, etc. , in conjunciton with testing of materials to verify compliance 3.15 Maintenance Stock A. Provide extra stock to the Authority for use in maintenance and repair work, in the following quantities: 1. One carton of tile units of each of the colors used in the work. 2. 10 feet of bull-nose trim. 3. Two tubes or cartridges of silicone caulking. 3.10 Installation Methods for Ceramic Tile A. Methods for installation referred to are from the 1980 Handbook for Ceramic Tile Installation by the Tile Council of America, Inc. (TCA) and the referenced ANSI Standards unless otherwise noted. TCA Method W213-80. Latex Portland Cement 3.11 Additives A. All full mortar for ceramic the shall have latex additives which shall be equal to those manufactured by Lacticrete International, Inc. and be mixed in strict accordance with the manufacturef's directions. 3.12 Installation of Surface, Recessed and Semi-Recessed Ceramic Fixtures A. Cut a hole in the backup surface to permit the use of a wire basket or mechanical support for the setting mix. Make sure that when pressure is applied to the fixture during installation that it is 'dispersed evenly to the surrounding wall surface. Setting mix shall be Portland Cement mortar or latex mortar. Support fixtures with masking tape or other mechanical means until setting mix cures. 3.13 Windows A. Where windows occur within tiled walls, the tile shall be - returned to the new metal window at all four sides less 1/4" and have a continuous sealant installed in the space remaining. 3. 14 Cleaning A. Keep all areas clean and dispose of all materials off site. See Special Conditions. B• Clean all ceramic tile as follows: 1. With soft cloth or brush, coat entire surface generously and thoroughly with undiluted neutral soap. Allow coated surface to dry and stand for several hours. Neutral soap to be Hillyard's Super Shine All or equal. 2. -While surface is wet, sprinkle small amount of scouring powder over tiles and grout joints. Then scrub clean. 3. Mix neutral soap with warm water at same strength as normally used. With this warm solution, wet down tile surface. 4. With sponge, squeegee or cloth, wash down tile surface to remove soapy solution. With turkish towel rags, Polish surface dry for sparkle. 3. 07 Workmanship Standards A. All materials and workmanship shall be in strict accord with the latest edition of the 1980 Handbook for Ceramic Tile Installation as issued by the Tile Council of America, Inc. All tile work set around pipes, fittings, and fixtures, shall be neatly and accurately cut 'after scribing profiles required so as to fit tightly around same. B. All tile, grout, caulking, and other materials shall be delivered to the job in unbroken factory containers and shall be stored in a weather tight enclosure until time of use. 3. 08 Caulking and Sealants A. All caulking and sealants shall be applied under sufficient Pressure to force out all air and to completely fill the joint, using a caulking gun having nozzle widths as nec- essary to fit the various joint widths. All joints and spaces shall be filled continuously and completely with material forming neat, uniform beads, finishing flush with adjoining surfaces except as otherwise shown. B. The use of materials having an age of more than six (6) months from date of manufacture and materials which have started to set is prohibited. 3. 09 Installation A. Carefully plan tile layout. B. Prior to installing wall tile, ensure surfaces are level, with maximum surface variation of 1/8 inch in 10 feet. C. Ensure surfaces are clean and well cured. D. Do not commence until surface conditions are within tollerances required for proper installation. E. Neatly cut tile around fitments, fixtures and pipes. Accurately form corners. F. Ensure tile joints are uniform in width, subject to Normal variance in tolerance allowed in tile size. Ensure joints are watertight without voids, cracks, excess mortar or grout. G. Sound tile after setting. Remove and replace hollow sounding units. H. Allow the to set for a minimum of 48 hours prior to grouting. I . Completed installation to be free of broken, damaged or faulty tile. 3. 03 Acceptance of Installation Conditions A. This Subcontractor shall be fully responsible for the proper execution and performance of the work described herein. It shall be his responsibility to inspect all installation con- ditions and request the General Contractor to correct any conditions which may affect his work adversely. He shall report to the Architect, prior to commencing any portion of his work, failure of the General Contractor to provide suit- able installation conditions for his portion of the work. Commencement of work by this Subcontractor will be considered as unqualified approval of installation condition. 3. 04 Measurements A. Take all required measurements at the building and be responsible for their accuracy. B. Any difference between actual measurements it the building and those shown *on the Drawings, or any obstruction en- countered during the progress of the work shall be re- ported to the Authority immediately for his consideration before proceeding with the work. 3. 05 Certification and Approval A. Before proceeding with the tile work, the Ceramic Tile Sub- contractor shall furnish to the office of the Authority a Certificate of Grade in the form adopted by the Tile Manu- facturers Association, Inc. , such Certificate to be signed by both the manufacturer and the Subcontractor, certifying to the grade, type and quality of the tile, together with adequate information for identification of the containers to which they apply. 3. 06 Precautions and Preparation A. All material shall be installed in strict accordance with the manufacturer's printed directions and applicable referenced American Standards and TCA Handbook, as ap- proved by the Authority. Areas in which tile walls are applied shall be maintained at a minimum temperature of 55 degrees F. , 48 hours after installation. All areas where tile has been installed shall be ventilated. B, All surfaces to receive tile setting beds shall be sound, properly repaired, dry and free from dust, dirt, oil, grease and other deleterious matter. C. urinal Preparation: All major uneveness in sub-strates to receive tile shall be corrected prior to application of setting beds Walls having projections or depressions greater than h inch or out of plumb more than h inch from ceiling to floor, shall be prepared and leveled with a material compatible with sub-strata and tile adhesive, as approved by the Authority. C. Grout shall be neat white Portland Cement installed per Reference Standards. �. D. Ceramic Fixtures: See drawings. Non-ceramic fixtures to be installed under other Sections of the Project Manual. E. Caulking shall be one part silicone rubber meeting Federal Specification TT-S-QO1543 or as recommended by manufac- turer. Caulk around all pipe penetrations for complete seal. F. Water: Clean, fresh and free of deleterious substances. 2. 02 Mixing for Ceramic Wall Materials A. Mix and proportion pre-mix setting bed, bond coat, and grout materials in accordance with manufacturer' s recom- mendations. PART 3 - EXECUTION 3. 01 General A. All installation shall be done in strict accordance with the American National Standard Specifications for the Installation of Ceramic Tile Council of America (TCA) , the Handbook for Ceramic Tile Installation of the TCA, the Recommended .Standards Specifications for Ceramic Tile (TCA 137.1-1976) , and as specified herein and shown on the drawings. All work shall be complete with all trim pieces required whether specifically called for or not, for a first quality installation, in accordance with the best practice of the trade. All work shall provide sanitary coves noses, etc. to provide easily cleaned surfaces. Tiles shall be laid out with the objective that not less than one-half tile occurs on any one surface and so that tiles are of equal size. 3. 02 Inspeciton of Surfaces A. Inspection 1 . Examine surfaces to receive ceramic tile, setting beds, or accessories before tile installation begins for: a. Defects or conditions adversely affecting quality and execution of tile installation. b. Deviations beyond allowable tolerances of surfaces to receive tile. es'* 2. Caulk all joints between ceramic tile work and new and existing dissimilar material. Provide approved bond breaker in all cases. 3. Caulk all penetrations through finished tile work in- cluding plumbing items for a watertight seal. 4. Install semi-recessed ceramic tile soap dish without han- dle at each bath tub. 5. Mitre window return tiles at intersecting corner planes. Pitch bottom return to drain to tub. 1.11 Filed Sub-Bid A. All work under this Section is subject to Massachusetts General Laws, Chapter 149, Sections 44A through H in- clusive, and a Filed Sub-Bid for such work shall be sub- mitted in appropriate form. B. All work under this Section is as required herein and as required on the following Contract Drawings unless specifi- cally indicated to the contrary: Sheet No. Title T-1 Title Sheet X-1 Site Plan A-1 Typ. Four Unit Building Plans lst, 2nd, & Basement Floors A-3 Six Unit Building Plans 1st & 2nd Floors A-9 Typ. Bath Plan & Elevators A-11 Window Details A-13 Room Finish Schedule 1.14 Environmental Conditions A. Provide sufficient heat and ventilation in areas where work of this Section is being performed, so as to allow tile to properly set. Take all precautionary measures necessary to ensure that excessive temperature changes do not occur. PART 2 - PRODUCTS 2.01 Materials A. All tile shall comply with the provisions of the *Recommended Standard Specifications for Ceramic Tile (TCA 137.1-1976) , shall be of Standard Grade as evidenced by the manufacturer's certification in accordance with the Master Grade Certificate. B. Ceramic wall tile shall be glazed 4-h inch by 4-h inch x 5/16 inch, cushioned edge pregrouted tile with all required trim pieces including those indicated herein and shown on the drawings. and otherwise required. I 1. 09 Model Apartment \ A. Install in the Model Apartment, a sample of work required under this Section which if accpetable, may become a part of the permanently installed work and serve as a standard for work subsequently installed. See Section 1K. 1.10 Reference Standards A. Comply with the following: 1 . ANSI Standard Specifications for the Installation of Ceramic Tile, ANSI A118. 4 - Latex - Portland Cement Mortar. 2. Recommended Standard Specifications for Ceramic Tile of the Tile Council of America. 3. TCA' s Handbook for Ceramic Tile Installation. 4. Ceramic Tile Institute ' s Recommendations. 1 .11 Submittals A. Submit a minimum of Six(6 ) copies of Shop Drawings and/or Product Data, etc. , for the following items to be in- stalled under this Section for approval. I . Submit shop drawings showing plan and elevations and details of all tile plane intersections with other tile and dissimilar materials showing size and con- figuration of trim pieces proposed, referencing same to plans and elevations. Submit drawings in accordance with Section 1D. 2 . After approval of materials and colors by the Authority, submit a 12-inch square panel of each type of tile, complete with joint material specified and all trim and ceramic fixtures. Mount on backer board. B. Submit a minimum of two Samples of the following items to be installed under this Section for approval. 1. Submit samples of all tile specified herein. Samples shall contain the full range of colors and finishes and clearly indicate the pattern, coloration, and grouted joints. Submit in accordance with Section 1D. C. Submittals on other items may be required by the Architect. 1. 12 Work Included A. Work under this Section includes but isnot limited to the following at Buildings No. 1 through 12: 1 . Install glazed ceramic wall tile from top of new tub liner to ceiling at three sides of tub and at window returns at all four sides. Tile shall be installed over Backer Board installed under other provisions of the Project Manual. with requirements of the Contract Documents, such testing to be paid for by the Contractor and accomplished by a Licensed Testing Laboratory selected by the Owner from three proposed by the Contractor. 1. 03 Delivery and Storage of Materials A. All materials shall be readily identifiable and be delivered ih manufacturers/producers ' packaging complete with installa- tion and when appropriate, operating instructions. B. Store all materials so as to insure their suitability for incorporation in the work. 1. 04 Substitutions A. No substitutions shall be permitted if three manufacturers have been specified unless the Contractor can demonstrate through written evidence from such manufacturers that timely submission of required submittals and timely issuance of Purchase Orders would none the less result in a reasonable and measurable doubt that the approved Construction Progress Schedule could not be met unless substitution of another manu- facturer is permitted. B. No substitutions shall be permitted until and unless the Architect has been supplied by the Contractor with sufficient product data, samples, shop drawings, and other materials (all as required and determined by the Architect) for a pro- per evaluation of the quality of the proposed substitution i with that which has been specified. ' 1. 05 Related Work A. Review all other Sections of the Specifications and coordinate the work under this Seciton with related work under other Sections. 1. 06 Alternates A. Alternate work under Section 1B must be appropraitely ad- dressed by the entity responsible for the work under this Section. 1 . 07 Temporary Facilities A. See SectionlG-Temporary Facilities for information relative to the availability of and responsibility for temporary facilities. 1. 08 Guarantee A. See Section 1J for guarantee requirements for work installed under this Section which shall in no case be for less than one year from Substantail Completion. ,� 1. 08. 5 Sequence A. See Sections lA and 1C for Work Sequence and Areas. DIVISION 9 - FINISHES SECTION 9A - CERAMIC TILE FILED SUB-BID REQUIRED PART 1 - GENERAL 1. 01 Conditions, requirements, Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. B. Examine all site conditions including existing structures, all Contract Drawings, and all portions of the Project Manual including other Sections of the Specifications for requirements which may affect the work of this Section. C. Available Orignial Construction drawings for the project are available at the Housing Authority's main offices for review for whatever use Bidders may choose. Certain dis- crepancies between these drawings and actual conditions were noted in the Architect 's random review with such observed dis- crepancies being reflected in the Contract Drawings for the Modernization of Florence Heights. The Contractor shall in- vestigate and evaluate all discrepancies between the Orginal Construction Drawings, the Contract Drawings for the Moderni- zation of Florence Heights, and all existing conditions in the field prior to submitting his bid. r D. All work under this Section shall be in strict accordance with applicable portions of: codes, ordinances, regulations, etc. in force; the Reference Standards; the recommendations of the manufacturer and/or producer of the materials, products, systems, etc. involved, and with the best trade practices and quality of workmanship of the industry. In the event of con- flict between any of the aforementioned, the matter shall be referred to the Architect whose decision shall be final and binding. E. The General Contractor shall perform all other required and/or incidental work, if any, of a nature similar to but not required to be performed under this Section. 1. 02 Quality Assurance A. All materials and workmanship shall conform to the require- ments of the Contract Drawings and Specifications as well as Referenced Standards referred to herein and/or referred to by Codes, Ordinance Regulations, etc. , in force. B. Observe manufacturers ' , producers' , and the industry accepted temperature and weather condition limitations for the in- stallation of materials, products, systems, etc. C. The Contractor shall coordinate, cooperate, and provide necessary labor, equipment, forms, moulds, containers, etc. , in conjunciton with testing of materials to verify compliance HW Set No. 6 Reuse existing butts and pins 1 privacy set A405 x PLY 1 stop 3 Silencer Bathroom door at ambulatory accessible unit (in building No. 4 ) substitute privacy set A405 x.'LEV61 HW Set No. 7 Not listed Provide HW Set No. 8 Reuse existing butts and pins 1 latchset A105 x PLY 1 stop 3 silencer Ives 20 Provide knurled or roughened surface (to give tactile warning) on handle leading to basement stairs at ambulatory accessible unit. Schedule of Hardware Sets l_ HW Set No. 1 Apartment front entry doors at non-handicapped units: 1 lockset FL 1700 FD-2L1-2H 1 knocker/viewer Mount 56" A.F.F. 1 stop 1 letter slot Apartment front entry door at ambulatory accessible unit (Building No. 4 only) , add: 1 viewer Mount 42" A.F.F. 1 stop HW Set No. 2 Apartment rear entry doors at non-handicapped units 1 lockset FL 1700 FD-ZLI-ZH 1 knocker/viewer Mount 56" A.F.F. 1 stop Apartment rear entry door at ambulatory accessible unit (Building No. 4 ) add: 1 viewer Mount 42" A.F.F. Rear screen door hardware 1 screen door set Stanley screen door set 1172 US10 1 pr. hinges Stanley 1751 US10 1 snap catch Stanley SP210 3 door guard Stanley 1736 3 silencer Ives HW Set No. 3 1 set sliding door hardware Stanley 2840 series- length as required 2 flush pulls Ives 220.B26D 6 silencers Ives 21 HW Set No. 4 lk butts F179 x 3� 1 latchset A105 x PLY 1 stop 3 silencer Ives 21 HW Set No. 5 Reuse existing butts and pins 1 latchset A105 x PLY 1 stop 3 silencer Ives 20 C. Provide appropriate cylinders at each lock, keyed in ac- cordance with including locks furnished under other Sections. Stops A. Select stops to suit conditions of each door from one of the following: 1. Ives 407k or 408k for apartment front entrance doors. 2. Ives 438 floor type for rear entrance doors. 3. Provide rubber tipped spring coil type stops for mounting on door or wall at bedroom, bath, and closet doors. Silencers A. Provide Ives 20 silencers at all hollow metal frames and Ives 21 for wood frames. Three for each leaf in sliding doors. Knocker-Viewers A. Residential door knocker-viewers shall be Ives 774B x 700B10. Engrave apartment numbers as directed. B. Viewer at handicap apartment shall be Ives 700B. Tools and Manuals A. With the delivery of permanent keys, deliver to the Owner one complete set of adjustment tools and one set of maintenance manuals for locksets, latchsets, closers and panic devices. Letter Slots A. Ives 627 B260 with No. 600 sleeve. Key Cabinet A. Provide key cabinet having a capacity of all keys provided under this Section plus 20% expansion. Key cabinet door shall have a suitable lock with 3 change keys. Cabinet shall be as manufactured by Lund, Alladin, or Key Control. Cabinet shall have storage space for extra cylinders, and shall have a detailed index acceptable to the NHA with all keys fully indexed under this Section. Hardware Sets A. The following hardware sets represent the complete hardware for one opening (single or pair of doors ) , the quantities of each type are the responsibility of each bidder. Manu- facturer' s product numbers used in the schedule are not complete and must be supplemented to indicate the herein- before specified features. hardware in position for long life under hard use. B. Furnish all hardware components required to recondition existing hardware scheduled to remain. Existing hardware shall be considered reconditioned when it is clean, properly secure and functions in the manner in which it was orignally designed and intended. The Contractor may, at his option, propose new hardware at any "recondition" location where he believes that it is economically advantageous to do so, and fully comply with all the requirements for new hardware. C. Furnish fastenings where necessary with expansion shields', toggle bolts, sex bolts, and other anchors approved by the Architect, according to the material to which the hardware is to be applied and the recommendations of the hardware manufacturer. D. All fastenings shall harmonize with the hardware as to material and finish. Materials - General A. All hardware shall be of the best grade of solid metal entirely free from imperfections in manufacture and finish and shall be guaranteed to satisfactorily perform the necessary functions required of it for a period of one year from date of Substan- tial completion. B. The model numbers in the hardware schedule and in the hardware sets below are not necessarily complete. It shall be the res- ponsibility of the hardware supplier to provide all hardware required for a complete and substantial job, examining all Drawings and Specifications for requirements affecting this work. C. All hardware determined by the Architect to be defective for any reason, including noncompliance with these Speci- fications, shall be replaced, reworked or otherwise made good as required. Butts A. Where doors are required to swing 180 degrees, furnish hinges of sufficient throw to clear the trim. B. All butts shall be full-mortise type, except as noted. Locksets and Latchsets A. All knob type privacy sets and latchsets shall be by Schlage, and shall be A Series cylindrical types as scheduled. Knobs shall be Plymouth (PLY) design as scheduled. Lever handles shall be Levon design as scheduled. B. Mortise locks and latches shall be Arrow FL 1700 series, function as scheduled, with lever "Z" handles and escutcheon and conform to all applicable U.L. requirements and bear appropriate label. s Bronze) finish. Exceptions are noted in the schedule. No other exceptions will be accepted. Closers may have black enamel finish. Keying A. All locks throughout the Project shall be construction master- keyed. Provide two construction keys each to the Owner. The Contractor shall control distribution of construction keys so as to restrict entty to appropriate supervisory personnel only. B. All door locks shall be masterkeyed (MKD) , and grandmaster- keyed (GMKD) in one new factory prepared system approved by the Architect. 1. The grandmaster key shall open all locks throughout the development. Provide three ( 3 ) large bow GM keys, with permanently affixed metal identification tags, in pre- sentation cases. 2. Apartment locks shall open only to the apartment key and the GM key - there shall be no Masterkey level for apart- ment locks. All locks for each apartment shall be keyed alike (KA) , and shall be keyed differencly (KD) from all other locks. 3. A separate Masterkey level system shall be extablished for the following functional classification: Maintenance and Management. Locks within each system shall be KA. In general, keying shall be set up to provide maximum security for each space. Provide six (6 ) large bow mas- terkeys, with permanently affixed metal identification tags, in presentation cases. 4. Allkeysfor use at the ambulatory accessible unit shall be of the large bow type. All other keys may have either large or regular bows. Provide six ( 6 ) change keys for each lock. All keys shall be stamped with a warning against unauthorized copying. 5. All locks shall be of the six pin tumbler type. Wafer locks are prohibited. C. Tag one set of all keys with metal tags stamped with the key and door numbers. D. Permanent keys shall not be delivered until the time of the Architect' s inspection for Substantial Completion for each building, as directed. As part of the preparation for in- spection, void the construction key system, and in the pre- sence of the Owner demonstrate that the specified keying sys- tem is operating properly. Fasteners A. Furnish all finish hardware with all necessary screws, bolts and other fasteners of suitable size and type to anchor the of this specification as written, with the above regulation shall be brought to the attention of the Architect. Manufacturers A. Proprietary products: References to specific proprietary --- -products are used to establish minimum standards of utility and quality. Unless otherwise approved by the Architect in accordance with the provisions of Division 1, provide only the specific products. Design is based on the materials specified. B. Manufacturers of hardware shall be as indicated. 1. Butts : specified: Stanley equal: Hager equal: Lawrence 2. Locksets: specified: Arrow equal: Schlage equal: Sargent 3. Latchset & Privacy specified: Schlage equal: Arrow equal: Sargent 4. Closers: specified: LCN equal: Sargent equal: Norton 5. Stops, miscellaneous: Ives, Trimco, Glynn-Johnson, Builder' s Brass. 6. Thresholds : Pemko, Reese, Zero. 7. Weatherstrip: Pemko, Reese, Zero. C. All products of each type will be of one manufacturer through- out the Project. Standards A. Comply with all pertinent ANSI Standards for all new hardware. 1 . Architectural Door Trim: ANSI A156.6-72 2. Butts and Hinges: ANSI A156. 1-76 3. Door Controls (Closers ) : ANSI A156. 4-72 4 . Cylindrical Locks and Lock Trim: ANSI A156. 7-72 5. Mortise Locks and Trim: ANSI A156. 2-76 B. All locks and latchsets shall comply with Fed. Spec. FF-H-106C/GEN-74. C. Comply with applicable UL requirements for fire-rated openings. Finishes A. In general, all hardware shall be supplied in US 10 (Satin necessary for fastenings L g y proper installation. All new hard- ware shall be wrapped in paper and packed in the same package as the hardware. Each package shall be legibly labeled, indi- cating that portion of the work for which it is intended. B. Protection: use all means necessary to protect materials of this Section before, during and after delivery to the job site and to protect the work and materials of all other trades. C. Replacements: In the event of damage, immediately make all re- pairs and replacements necessary to the approval of the Archi- tect and at no additional cost to the Owner. D. Coordinate with the contractor and deliver to the door manu- facturer all hardware to be provided under this portion of the specifications and assembled within the front and rear replacement doors by the door manufacturer. Installation and Inspection A. The hardware supplier shall provide fully qualified per- sonnel to give all necessary assistance and guidance to the trades installing the hardware, shall provide all special tools required for the proper installation and ad- justment of all items, and shall regularly inspect the work in progress to ensure that all necessary items have been sup- plied and that each item is being properly installed. B. Prior to and as a condition of the Architect' s inspection for Substantial Completion, the supplier' s AHC ,member shall in- spect the completed installation of the items furnished under this Section and direct such adjustments as may be necessary, and shall reinspect all inadequate installations until all work has been properly completed. Upon full acceptance, the supplier shall submit a notarized statement in acceptable form that all items have been installed in conformance with the Contract Documents. Defective Work A. Hardware found defective in materials or installation shall be replaced, reworked, or otherwise made good as required. Fire Rating Requirements The current NFPA Bulletin 101 and 80 requirement and Under- writers Label recommendation for openings in fire walls shall be required for all equipment, all openings and indicated by door labels. That is to say, positive close and positive latch. Requirements of Regulatory Agencies Hardware required and installed under this section or other sections of the specification shall conform to the Commonwealth of Massachusetts, Architectural Barriers Board, Rules and Regu- lations for the Visually and Physically Handicapped. Any conflicts �. Quality Assurance A. All products used in the work of this Section shall be produced by manufacturers regularly engaged in manufacture of similar items acceptable to the Architect. B. The supplier of all hardware shall have in its employ a fully qualified member of the American Society of Archi- tectural Hardware Consultants who shall be responsible for this work. All submissions to the Architect under this Section shall be accompanied by a letter from the supplier certifying that all products submitted are in full compliance with the Contract Documents, and that all required materials will be supplied in accordance therewith, signed by the AHC member. Submittals A. Submit a complete list of all materials to be supplied under this Section, in form suitable for ready checking by the Architect. B. Submit full Product Data for each hardware item identified by manufacturer, the manufacturer' s catalog number, and the location of the item in the work, which shall include full specifications, catalog cuts, and other data required to demonstrate compliance with specified requirements. C. Samples : within 15 calendar days after being so requested, deliver to the Architect physical samples of any item re- __quested by the Architect. D. Advise the Architect in writing with each submission of any item requiring long lead times or special ordering or handling so as to avoid delay of the work. It shall be the responsibility of the supplier to identify all items specified which may for any reason delay the orderly progress of the work, and to suggest equivalent substitute items which, if accepted by the Architect, would assure com- pletion of the work within the Contract Time. E. Allow sufficient lead time to submit all required product data to the replacement door manufacturer for the prepara- tion of his shop drawing and approval process. Templates A. In a timely manner to ensure orderly progress of the work, deliver templates of the approved finish hardware or physical samples to pertinent manufacturers of the interfacing items such as doors and frames. Templates shall include exact finish dimensions of doors and frames, including under- OW cutting, required to accommodate the approved hardware. Product Handling A. All hardware shall have the required screws, bolts, and with requirements of the Contract Documents, such testing ►, to be paid for by the Contractor and accomplished by a Licensed Testing Laboratory selected by the Owner from \_- three proposed by the Contractor. 1. 03 Delivery and Storage of Materials A. All materials shall be readily identifiable and be delivered in manufacturers/producers ' packaging complete with installa- tion and when appropriate, operating instructions. B. Store all materials so as to insure their suitability for incorporation in the work. 1. 04 Substitutions A. No substitutions shall be permitted if three manufacturers have been specified unless the Contractor can demonstrate through written evidence from such manufacturers that timely submission of required submittals and timely issuance of Purchase Orders would none the less result in a reasonable and measurable doubt that the approved Construction Progress Schedule could not be met unless substitution of another manu- facturer is permitted. B. No substitutions shall be permitted until and unless the Architect has been supplied by the Contractor with sufficient product data, samples, shop drawings, and other materials (all as required -and determined by the Architect) for a pro- per evaluation of the quality of the proposed substitution with that which has been specified. 1. 05 Related Work A. Review all other Sections of the Specifications and coordinate the work under this Seciton with related work under. other Sections. 1. 06 Alternates A. Alternate work under Section 1B must be appropraitely ad- dressed by the entity responsible for the work under this Section. 1. 07 Temporary Facilities A. See Section 1G-Temporary Facilities for information relative to the availability of and responsibility for temporary facilities. 1. 08 Guarantee A. See Section 1J for guarantee requirements for work installed under this Section which shall in no case be for less than one year from Substantail Completion. DIVISION 8 - DOORS AND WINDOWS SECTION 8D - FINISH HARDWARE PART 1 - GENERAL 1. 01 Conditions, requirements, Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. B. Examine all site conditions including existing structures, all Contract Drawings, and all portions of the Project Manual including other Sections of the Specifications for requirement: which may affect the work of this Section. C. Available Orignial Construction drawings for the project are available at the Housing Authority' s main offices for review for whatever use Bidders. may choose. Certain dis- crepancies between these drawings and actual conditions were noted in the Architect' s random review with such observed dis- crepancies being reflected in the Contract Drawings for the Modernization of Florence Heights. The Contractor shall in- vestigate and evaluate all discrepancies between the Orginal Construction Drawings, the Contract Drawings for the Moderni- zation of Florence Heights, and all existing conditions in the field prior to submitting his bid. D. All work under this Section shall be in strict accordance with applicable portions of: codes, ordinances, regulations, etc. in force; the Reference Standards; the recommendations of the manufacturer and/or producer of the materials, products, systems, etc. involved, and with the best trade practices and quality of workmanship of the industry. In the event of con- flict between any of the aforementioned, the matter shall be referred to the Architect whose decision shall be final and binding. E. The General Contractor shall perform all other required and/or incidental work, if any, of a nature similar to but not required to be performed under this Section. 1. 02 Quality Assurance A. All materials and workmanship shall conform to the require- ments of the Contract Drawings and Specifications as well as Referenced Standards referred to herein and/or referred to by Codes, Ordinance Regulations, etc. , in force. B. Observe manufacturers ' , . producers' , and the industry accepted temperature and weather condition limitations for the in- stallation of materials, products, systems, etc. C. The Contractor shall coordinate, cooperate, and provide necessary labor, equipment, forms, moulds, containers, etc. , "" in conjunciton with testing of materials to verify compliance D. Both front and rear doors shall be equipped with perimeter sealing to provide a continuous snug fit and limit air leak- age. Both head and strike jamb shall be sealed with mag- netic weather stripping, the hinge jamb sealed with compres- sible vinyl weatherstripping and the door bottom shall be sealed with an adjustable door sweep. Air leakage, when the door is closed, shall comply with ASTM 283-73 standards for total infiltration against a 25 MPH wind. E. Frames shall be 16 guage galvanized steel and attached to existing frame per the manufacturers installation instructions. F. The door and frame shall be shipped complete, prehung with pre-installed weatherstripped door stops and aluminum threshold (special h" high style threshold to be provided for ambulatory accessible townhouse unit) . G. Door panel shall receive the manufacturer' s standard prime finish coating. Finish painting shall be done as a part of the painting section of these specifications. Screen Doors A. Provide screen doors at the rear doors of all townhouse units. B. Screen Doors shall be the Brosco Easy-Change Classic combina- tion storm and screen door as manufactured by Brockway-Smith Company, as specified herein or Architect approved equal. C. Screen doors shall be 1-1/16" thick, constructed from ponderosa pine and treated with manufacturers water repellent preserva- tive. The top rail, cross rail and stiles shall be 44" and the bottom rail 9-3/4" . D. Screening shall be charcoal color aluminum wire screen with 18 x 16 mesh. Do not furnish glazed combination door inserts. E. Finish painting of screen door shall be completed as a part of the painting section of these specifications. Execution A. Install all components in strict accordance with the manu- facturer' s instructions as approved by the Architect. Coor- dinate with related trades for locations of required mounting devices. Provide secure attachment developing the full strength of the door assembly. B. Adjust all components to provide proper operation in all res- pects. , Do not modify parts in the field - secure proper parts from the door manufacturer for improperly fabricated or damaged items. Screen Doors A. Screen doors shall be installed at the Townhouses rear doors. The doors shall be installed in strict accordance with the Manufacturer ' s instructions as approved by the Architect. B. Doors shall be left in perfect operating condition, with jambs plumb and straight, heads level, and all hardware installed. �Z- Submittals �. A. Comply with the provisions of Section 1C. B. Submit all required materials within 45 days after the Contract Date, to allow time for proper coordination with other trades. C. The following submissions._ may be required by the Architect: 1. Complete materials list of allitems to be furnished under this Section. 2. Manufacturer' s Specifications and other data required to demonstrate compliance with the specified requirements. 3. Shop Drawings showing details of each frame type, eleva- tions of each door, design type, details of all openings, and all details of construction, installation and anchorage. Include a detailed schedule of all units presenting all information required for coordination with Work specified in other Sections. 4. The Manufacturer' s recommended installation procedures, which, when approved by the Architect, will become the basis for inspecting and accepting or rejecting actual installation procedures used on the Work. Product Handling A. Protection: use all means necessary to protect materials of this Section before, during and after installation, and to protect installed Work and materials of all other trades. B. Replacements: in the event of damage, immediately make all re- pairs and replacements necessary to the approval of the Archi- tect and at no additional cost to the Owner. Templates A. Secure templates and hardware from hardware supplier before fabricating doors and frames. Products Metal Replacement Door A. Metal replacement doors shall be Benchmark Secura-Fit as manu- factured by General Products Company, Inc. , Fredericksburg, VA. 22404, as specified herein or Architect approved equal. B. Front doors shall be the colonial 4 light style, series R4E, fabricated from 23 gauge galvanized steel with polyurethane insulation cone with . 069 U factor. Insulated panels shall have an R factor of not less than 14. 5. C. Rear doors shall be the colonial 2 light style, series R2E fab- ricated from 23 guage galvanized steel with thick dense foam insulation. Insulated panels shall have an R value of not less than i with requirements of the Contract Documents, such testing to be paid for by the Contractor and accomplished by a Licensed Testing Laboratory selected by the Owner from 4 three proposed by the Contractor. 1. 03 Delivery and Storage of Materials A. All materials shall be readily identifiable and be delivered in manufacturers!/producers ' packaging complete with installa- tion and when appropriate, operating instructions. B. Store all materials so as to insure their suitability for incorporation in the work. 1. 04 Substitutions A. No substitutions shall be permitted if three manufacturers have been specified unless the Contractor can demonstrate through written evidence from such manufacturers that timely submission of required submittals and timely issuance of Purchase Orders would none the less result in a reasonable and measurable doubt that the approved Construction Progress Schedule could not be met unless substitution of another manu- facturer is permitted. B. No substitutions shall be permitted until and unless the Architect has been supplied by the Contractor with sufficient product data, samples, shop drawings, and other materials (all as required and determined by the Architect) for a pro- per evaluation of the quality of the proposed substitution with that which has been specified. 1. 05 Related Work A. Review all other Sections of the Specifications and coordinate the work under this Seciton with related work under. other Sections. 1. 06 Alternates A. Alternate work under Section 1B must be appropraitely ad- dressed by the entity responsible for the work under this Section. 1. 07 Temporary Facilities A. See Section 1G-Temporary Facilities for information relative to the availability of and responsibility for temporary facilities. 1. 08 Guarantee A. See Section 1J for guarantee requirements for work installed under this Section which shall in no case be for less than one year from Substantail Completion. DIVISION 8 - DOORS AND FRAMES SECTION 8C - METAL REPLACEMENT DOORS L PART 1 - GENERAL 1. 01 Conditions, requirements, Etc. a A. Except as noted herein, all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully- examined by the Contractor. B. Examine all site conditions including existing structures, all Contract Drawings, and all portions of the Project Manual including other Sections of the Specifications for requirement! which may affect the work of this Section. C. Available Orignial Construction drawings for the project are available at the Housing Authority' s main offices for review for whatever use Bidders may choose. Certain dis- crepancies between these drawings and actual conditions were noted in the Architect ' s random review with such observed dis- crepancies being reflected in the Contract Drawings for the Modernization of Florence Heights. The Contractor shall in- vestigate and evaluate all discrepancies between the Orginal Construction Drawings, the Contract Drawings for the Moderni- zation of Florence Heights, and all existing conditions in the field prior to submitting his bid. D. All work under this Section shall be in strict accordance with applicable portions of: codes, ordinances, regulations, etc. in force; the Reference Standards ; the recommendations of the manufacturer and/or producer of the materials, products, systems, etc. involved, and with the best trade practices and quality of workmanship of the industry. In the event of con- flict between any of the aforementioned, the matter shall be referred to the Architect whose decision shall be final and binding. E. The General Contractor shall perform all other required and/or incidental work, if any, of a nature similar to but not required to be performed under this Section. 1. 02 Quality Assurance A. All materials and workmanship shall conform to the require- ments of the Contract Drawings and Specifications as well as Referenced Standards referred to herein and/or referred to by Codes, Ordinance Regulations, etc. , in force. B. Observe manufacturers ' , producers ' , and the industry accepted temperature and weather condition limitations for the in- stallation of materials, products, systems, etc. C. The Contractor shall coordinate, cooperate, and provide necessary labor, equipment, forms, moulds, containers, etc. , in conjunciton with testing of materials to verify compliance B. Adhesives and bonds shall conform to NWMA I.S.-1 Standards, as follows: 1. Waterproof, type I, for bathroom doors, and doors leading to unheated spaces. 2. Type II for all other interior doors. C. Warp tolerances shall be in. accordance with NWMA I.S.-l. D. All wood doors shall be manufactured to exact finish dimen- sions, including undercutting, before finishing. Under- cutting shall be sufficient to clear floor finishes and to provide proper air circulation between rooms, and shall be indicated on the Shop Drawings. Head and jamb clearances shall be in accordance with industry standards. E. Prepare all doors to receive finish hardware as specified in the hardware Section. Secure templates for all hardware from supplier. Locations shall be as indicated, or as directed by the Architect. Flush Hollow Core Doors A. Flush interior doors shall be 1-3/8" thick, unless otherwise indicated. Hollow core construction with hardboard face veneers: AWI economy grade. B. Cores for hollow core doors shall be small cell double wall corrugated honeycomb conforming to NWMA I. S.-l. Provide blocking in bathroom doors to receive accessories. C. Undercut doors shall be manufactured to finish dimension. Cutting of rails will not be permitted. Execution Installation A. Install wood doors plumb and square, and with maximum diagonal distortion of 1/8 inch. Install hardware in accordance with requirements of Section 8700. 400k Quality Assurance A. Qualifications of manufacture: all wood doors shall bear the NWMA seal of approval and I.S. 1-73 stamp, or the manufacturer shall provide a letter certifying compliance, at the Contrac- tor' s option. B. AWI quality standards of Architectural Woodwork institute. Submittals A. Submit Product Data as follows: 1. Complete materials list showing all items proposed to be furnished and delivered under this Section. 2. Sufficient data to demonstrate that all such items meet or exceed the specified requirements, certified by the manufacturer. 3. A copy of the guarantees proposed to be furnished. C. Submit Shop Drawings for all doors indicating construction, jointing methods, hardware locations, under cutting and loca- tions of all cut-outs. Guarantees A. Upon delivery of the doors of this Section to the job site, and as a condition of their acceptance, deliver to the Archi- tect two copies of an agreement written on the door manufac- turer ' s standard form, signed by the door manufacturer and the Contractor, agreeing to replace or repair defective doors which have warped (bow, cup, or twist) or which show photo- graphing of construction below in wood veneer faces, as defined in NWMA Standard Door Guarantees, except the NWMA provision for refunding the price received by the door manufacturer for any defective door shall not apply. The guarantee shall also in- clude refinishing and reinstalling which may be required due to repair or replacement of defective doors after substantial completion. B. The guarantee period for all wood doors shall not be less than two years beginning on the date of Substantial Completion. Product Handling A. Protection: 1 . Protect the materials of this Section during transit, storage, and handling to prevent deterioration, damage, and soiling. B. Replacements: in the event of damage, immediately make all re- pairs and replacements necessary to approval of the Architect and at no additional cost to the Owner. C. Immediately upon fitting doors to openings all edges and faces shall receive primer or sealer. General A. Wood doors shall be of the types, sizes and designs shown on the Drawings. r. a with requirements of the Contract Documents, such testing ' to be paid for by the Contractor and accomplished by a Licensed Testing Laboratory selected by the Owner from three proposed by the Contractor. 1 . 03 Delivery and Storage of Materials A. All materials shall be readily identifiable and be delivered in manufacturers/producers ' packaging complete with installa- tion and when appropriate, operating instructions. B. Store all materials so as to insure their suitability for incorporation in the work. 1. 04 Substitutions A. No substitutions shall be permitted if three manufacturers have been specified unless the Contractor can demonstrate through written evidence from such manufacturers that timely submission of required submittals and timely issuance of Purchase Orders would none the less result in a reasonable and measurable doubt that the approved Construction Progress Schedule could not be met unless substitution of another manu- facturer is permitted. B. No substitutions shall be permitted until and unless the Architect has been supplied by the Contractor with sufficient product data, samples, shop drawings, and other materials (all as required and determined by the Architect) for a pro- per evaluation of the quality of the proposed substitution with that which has been specified. 1. 05 Related Work A. Review all other Sections of the Specifications and coordinate the work under this Seciton with related work under. other Sections. 1. 06 Alternates A. Alternate work under Section 1B must be appropraitely ad- dressed by the entity responsible for the work under this Section. 1. 07 Temporary Facilities A. See Section lG-Temporary Facilities for information relative to the availability of and responsibility for temporary facilities. 1. 08 Guarantee A. See Section 1J for guarantee requirements for work installed under this Section which shall in no case be for less than one year from Substantail Completion. DIVISION 8 - DOORS AND WINDOWS SECTION 8B - WOOD DOORS PART 1 - GENERAL 1. 01 Conditions, requirements, Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. B. Examine all site conditions including existing structures, all Contract Drawings, and all portions of the Project Manual including other Sections of the Specifications for requirement: which may affect the work of this Section. C. Available Orignial Construction drawings for the project are available at the Housing Authority' s main offices for review for whatever use Bidders may choose. Certain dis- crepancies between these drawings and actual conditions were noted in the Architect' s random review with such observed dis- crepancies being reflected in the Contract Drawings for the Modernization of Florence Heights. The Contractor shall in- vestigate and evaluate all discrepancies between the Orginal Construction Drawings, the Contract Drawings for the Moderni- zation of Florence Heights, and all existing conditions in the field prior to submitting his bid. D. All work under this Section shall be in strict accordance with applicable portions of: codes, ordinances, regulations, etc. in force ; the Reference Standards ; the recommendations of the manufacturer and/or producer of the materials, products, systems, etc. involved, and with the best trade practices and quality of workmanship of the industry. In the event of con- flict between any of the aforementioned, the matter shall be referred to the Architect whose decision shall be final and binding. E. The General Contractor shall perform all other required and/or incidental work, if any, of a nature similar to but not required to be performed under this Section. 1. 02 Quality Assurance A. All materials and workmanship shall conform to the require- ments of the Contract Drawings and Specifications as well as Referenced Standards referred to herein and/or referred to by Codes, Ordinance Regulations, etc. , in force. B. Observe manufacturers ' , producers ' , and the industry accepted temperature and weather condition limitations for the in- stallation of materials, products, systems, etc. C. The Contractor shall coordinate, cooperate, and provide AOW necessary labor, equipment, forms, moulds, containers, etc. , in conjunciton with testing of materials to verify compliance "* D. All guarantees shall begin on the date of Final Sub- stantial Completion of a complete building. E. Nothing contained in any guarantee required shall be so worded that it can be construed to place any res- ponsibility upon the Housing Authority to do any phy- sical work involved in remedies sought under such guaran- tee except providing access at the Project Site to the work guaranteed. 1. 29 Installation A. Install Replacement Windows true, plumb, level, straight , square without warp or twist in accordance with approved Shop Drawings and Sample installation and to provide a smooth operating installation. $, All installation shall be in strict accordance with manufacturer 's recommendations and instructions . 1. 30 Fastening Devices All fastening devices for replace- ment windows, including screws , bolts, nails, anchors and the like, shall be rust-resistant and compatible with the materials with which it comes in contact . The final determination of the type, size, material, spacing, finish, etc . of all fastening devices shall be made by the Architect considering the recommendations of the supplier and manufacturer and the sample installation. 1. 31 Instruction The Contractor shall provide at least four (4 ) hours instruction to maintenance staff in the removal, repair, and replacement of windows - including glass , balances, and other hardware items . 1. 32 Lubrication All sash shall be lubricated along travel contact surfaces with silicone spray lubricant . 1. 33 Cleaning The Metal Window Contractor shall be responsible for removal of all glass labels and cleaning of all glass and products installed by him. 1 . 34 Guarantees The Contractor shall supply the Architect and the Housing Authority with a Guarantee satisfying the following: A. A written gaurantee from the glazing manufacturer against infiltration of air, dust, and water vapor into the en- trapped air space, spotty discoloration, and distortion of glass and glazing for a minimum of five years. B. A written guarantee from the window manufacturer, co- signed by the Contractor, against paint defects, spotty discoloration, blistering, peeling, or other blemishes for a period of five years. C. A written guarantee from Window Contractor guaranteeing the unit and its installation against defects or failure for a period of one year. 1.25 Existing Conditions CA. By entering into the Contract, the Contractor agrees that he has examined the existing conditions and allowed for replacement of unserviceable items affecting his work at no additional cost to the Housing Authority. 1. 26 Caulking A. Caulking shall be done as shown on the Drawings , as recommended by AAMA, as specified herein, at places where old caulking has broken away from its contact surfaces or is otherwise defective , as required in good practice , and to assure a weather and watertight instal- lation. Interior caulking will be required for a finished appearance . B. Caulking shall be WLKEM 116 by Mameco International or an approved equal, and be installed in strict accordance with the manufacturer's recommendations . Caulking shall be uniform in color. New caulking shall be compatible with existing caulking, as evidenced by written confirmation by the manufacturer and/or field testing conducted by the manufacturer's technical representative. C. Caulking shall be free of runs and sags and left tooled ti to a smooth, even surface . D. Caulking shall reach a shore "A" hardness not less than 15 nor more than 50 , as required by TT-S-00230C. E. Caulking shall reach a tack-free state prior to 72 hours . F. Color or caulking shall be as selected by the Architect. 1 . 27 Existing Shades and Curtains in Occupied Apartments All existing shades, curtains, etc. shall be removed and shall be re-installed by the Contractor in good working order and appearance. The Contractor shall provide and in- stall any additional or special shade holders required to re-install shades. Air conditioning units shall be removed and re-installed by the Contractor with blocking required for proper support. 1.28 Protection of Existing Work All existing work within and without the building shall be protected by instituting satisfactory safeguards to insure that no damage occures to existing work, materials and finishes which are to remain. Particular emphasis shall be given to apartment interiors. The Contractor shall repair and replace all damage caused by him, at his own expense, and in the case of damage to apartment interiors, at the conven- ience of the occupant. All repairs or replacements shall be done to the satisfaction of the Housing Authority. 1. 22 Shop Drawings Full scale shop drawings based upon information obtained by field measurement by this Contractor shall be sub- mitted for the Architect 's approval (six copies to be submitted) , prior to the manufacture of any windows for the project . Details shall show all configurations, wall thickness and nature of materials and method for fastening and assembly. A sepia of the shop drawings , shall also be submitted. 1. 23 Additional Material A. This Contractor shall supply the following additional material to be turned over to the Housing Authority at the end of the job: 1 . Provide the following, including window frames, sash, glass , screens , mullions, grilles, locks, and all hardware : One (1) complete windows for each window size and type 2 . One top and one bottom sash complete with glass for each window required to be supplied per paragraph one above . 3 . Two insect screens for each window required to be supplied per paragraph one above . 4 . Two sash balance sets for each window required to be supplied per paragraph one above. 5 . Five new window cam locks complete with screws. 6 . One quart of paint matching window finish for job site touch-up (spray cans) ,. B. All material shall be wrapped appropriately and in a manner so as to easily confirm counts (in sets or pairs ) and properly labeled. 1. 24 Removal Work A. Carefully remove existing items. B. Carry all items to be removed carefully through apartments to exterior truck or dumpster. Do not drop anything from windows. The Aluminum Replacemnt Window Contractor shall be responsible for the legal disposition of all removed *01k items and all construction trash caused by him. and neither the Architect not the Housing Authority ac- cepts any responsibility for the accuracy of such infor- mation. D. Screen shall be provided with approved friction devices suited particularly for application to the specific window for which it is intended, and of aluminum or a material compatible with aluminum, and of sufficient strength to perform satisfactorily especially in retaining screen within its tracks and holding screens in any open position along its length of travel. 1.17 Deburring and Finishing All cut and other edges of all window components shall be carefully ground or otherwise made free of all burrs and left smooth and free of sharp edges and corners . 1 .18 Counting and Measuring of Windows It shall be the responsibility of the Contractor under this Section of the Work to count and measure all existing window openings which are to receive Aluminum Replacement Windows . Any information supplied in the Specifications and/or Drawings is for the convenience of the Contractor 1.19 Color The color of all components of the aluminum replacement window shall be selected by the Housing Authority between white or bronze, including all visible operating hardware except cam lock. Finish of all window com- ponents shall be electrostatically applied baked enamel finish. After the award of bid, it shall be the res- - ponsibility of the Contractor to obtain, in writing, the color selected by the Ailthority. 1. 20 Standard Compliance All windows supplied under this Section shall, in addition to the specific requirements stated herein, comply with American National Standard Institute Specification DH- A2-HP of ANSI A134 .1-1972 , amended to date, and bear a label indicating such compliance. 1 . 21 Samples The Aluminum Replacement Windows Contractor shall supply and install three windows complete in openings designated by the Architect and used as a standard of the workman- ship to be acceptable throughout the project, such windows to be a part of the completed work if approved by the Architect . No manufacture of windows for the project shall begin until such written approval is ob- 0", tained. 3. In addition, glass shall withstand the pressure of a one hundred (100) mile-per-hour wind velocity at fifty (50) feet above the ground, with certi- fication of same provided to the Architect from the window manufacturer. Testing of glass shall be in accordance with ASTM E 330-70 method. Minimum glass thickness shall be double strength. F. Glazing Material Glass shall be set in channel-type gaskets (marine glazing) and shall be of materials compatible with aluminum, which will not promote corrosion, and shall be resistent to deterioration by all forms of weather- ing, and shall be suitably retained to maintain a watertight seal between the glass and its surrounding frame. Flexible vinyl, where used, shall be equal to Commercial Standard CS 230-60. G. Finish The exposed surfaces of all aluminum members shall be clean and free from serious surface blemishes, and be finished with electrostatically baked enamel. Painted finish shall meet AAMA 603.6. Film thickness is to be 1 mil, minimum. H. Hardware Cam locking arrangement at the meeting rail shall be made of zinc and shall be nickel plated. All latching arrangements shall be easily replaced or repaired without disassembly of sash members . 1.16 Insect Screens A. Standard screen members shall be of hollow extruded aluminum 6063-T5 or 6063-T6 with a minimum wall thick- ness of . 050" . Screens shall be provided with half- moon frection devices ; 4 per screen, sized for the specific window for which it is intended, with minimum standards in conformance with CS 138-55. Screens shall have an integral aluminum lift rail or Architect-approved aluminum lift handles . B. Corners shall be firmly joined in a secure and workman- like manner. Frame shall be of sufficient rigidity and crossbraced as required to lie flat against window and prevent excess bow in frame members and sag in screening. C. Standard screen cloth is aluminum 18 x 16 charcoal color mesh and shall meet the requirements of CS 138-55 , securely held in frame with splines. to AAMA Specifications 701.1. Flexible vinyl weather- stripping, if used, must conform to AAMA Specifications CS 230-60. 1.15 Construction A. Assembly The window shall be assembled in a secure and workman- like manner to perform as hereinafter specified and to assure a neat and weathertight construction. B. Main Frame All joints of the main frame shall be of butt type . construction joined neatly and secured by means of screws anchored in integral screw ports. The main frame at the junction of the sill and frame shall be sealed at the outside with a good grade of sealant meeting the requirements of AAMA 803.2. C. Sash Lower sash shall be counter balanced and operational , and sash members shall be of butt type, joined at the corners with screws in integral screw port which can be easily removed for repair or reglazing. All hori- zontal sash members shall be of hollow construction. The meeting rails of both sashes shall interlock in the closed position. The interlock shall be weather- stripped, and provide full closure at the meeting rail. D. Thermal Barrier All main frame and sash members shall be thermally broken by means of liquid poured polyurethane or other Architect-approved material . There shall be no exterior to interior metal contact throughout the window. The thermal break shall allow for independent expansion/contraction of interior and exterior sash and main frames . E. Glass 1. Glass shall not be less than "B" quality and shall conform to FS DD-C451c. Units shall be hermetically sealed, bear the label of the manu- facturer indicating glass quality and sheet thickness, and be guaranteed against infiltration of air, dust or water vapor into the entrapped air space , except for glass breakage, for a period of five (5) years. 2. All windows shall. have interior grilles which reflect a 6 over 1 small pane Colonial appearance of the win- dows. 1.14 Materials A. Alloys Aluminum shall be of commercial quality and of proper. alloy for window construction, free from the defects impairing strength and durability. All extruded sections shall be of 6063-T5 or 6063-T6 alloy temper, and shall have a minimum ultimate tensile strength of 22,000 PSI and yield of 16,000 PSI. B. Window Members Main frame and sash members shall have a nominal wall thickness of not less than 0.062" except for fin trim either integral or applied. The standard wall thickness tolerances as defined by the Aluminum Association shall apply. Frame sill members shall have a nominal thickness of not less than 0. 078" . The master frame shall be no less than 3-1/4" in depth. C. Fasteners All screws and other miscellaneous fastening devices incorporated shall be of aluminum, stainless steel or other non-corrosive materials compatible with aluminum. z Cadium or zinc-plated steel, where used, shall be in accordance with ASTM A 164-71 or A 165-71. Nickel or chrome-plated steel, where used, shall be in accordance with AAMA recommendations , and ASTM A 166-61T, Type KS. D. Hardware Hardware having component parts which are exposed shall be of aluminum, stainless steel or other non-corrosive material compatible with aluminum. Cadium or zinc-plated steel, where used, must be in accordance with ASTM $pecifications A 165-71 or A 164-71. E. Counter-Balancing Mechanisms Balances complying with the requirements of AAMA 902.1 "Sash Balance Specifications" and of appropriate size and capacity to hold both typ and bottom sash stationary in any open position shall be used. Sash balances shall allow, sash to disengage simply for cleaning or repair . F. Weatherstripping All window units shall be double weatherstripped with a woven pile so that there is no metal-to-metal contact between the master frame and the operating sash. All weatherstripping shall be installed in specially extruded parts and secured to prevent movement , shrinkage , or loss when removing sash for either cleaning or repair. Woven pile weatherstripping, where used, must conform 1.11 ,Filed Sub-Bid A. All work under this Section is subject to Massachusetts General Laws, Chapter 149, Sections 44A through H inclu- sive, and a Filed Sub-Bid for such work shall be submitted in appropriate form. B. All work under this Section is as required herein and as required on the following Contract Drawings unless specifically indicated to the contrary: Sheet No. Title T-1 Title Sheet X-1 Site Plan A-1 Typ. Four Unit Building Plans 1st, 2nd, & Basement Floors A-2 Typical Four Unit Building Elevations A-1 Six Unit Building Plans 1st and 2nd Floors A-5 Six Unit Building Elevations A-9 Typ. Bath Plan & Elevs. A-10 Type "A" , "D" & "B" Kitchen Plans & Elevs. A-11 Window Details 1. 12 Reference Standards A. Comply with the following: 1. ANSI A134. 1, Latest Edition. 1. 13 Requirements for Single Hung Replacement Windows A. Aluminum Replacement Windows shall be the three-track, `Dingle-hung, prefinished type having one vertical sliding sash and one vertical sliding framed screen insert with aluminum screening material. Glass in sash shall be minimum 5/8" thick insulating. Both upper and lower sash shall have "Tilt-In" or "Side-Load" for ease of cleaning and sash and framed screen inserts shall be easily removable from the frame. In requiring compliance with AAMA Specification DH-A2-HP (Commercial Type) , it is also required that all work and components shall similarly be of commercial quality (not residential) suitable for installation in and able to withstand the rough usage common in public housing. 1. 09 Submittals - A. Submit a minimum of Six (6 ) copies of Shop Drawings and/or Product Data, etc. , for the following items to be installed under this Section for approval. 1 . Window Installation and Compliance Testing Data. B. Submit a minimum of two Samples of the following items to be installed under this Section for approval. 1 . Window Complete including screen. 2. Color Samples. C. Submittals on other items may be required by the Architect. 1.10 Work Included A. Work under this Section includes but is not limited to the following: at ,Buildings No. 1 through 12: 1. Remove all existing metal windows from their openings at the first and second floors of all twelve buildings and replace same with new prefinished aluminum Prime Replacement Windows complying except as noted with AAMA Specification DH-A2-HP, complete with half-screens. Windows shall have a maximum infiltration of air .of 0. 30 cubic feet of air per minute per lineal foot of crack. 2. New interior wood stops. B. See Division 1, Sections lA and 1C for Work Sequence and Areas. C. See Section 1K relative to model/sample installation requirements. with requirements of the Contract Documents, such testing to be paid for by the Contractor and accomplished by a Licensed Testing Laboratory selected by the Owner from _three proposed by the Contractor. 1. 03 Delivery and Storage of Materials A. All materials shall be readily identifiable and be delivered in manufacturers'/producers ' packaging complete with installa- tion and when appropriate, operating instructions. B. Store all materials so as to insure their suitability for incorporation in the work. 1. 04 Substitutions A. No substitutions shall be permitted if three manufacturers have been specified unless the Contractor can demonstrate through written evidence from such manufacturers that timely submission of required submittals and timely issuance of Purchase Orders would none the less result in a reasonable and measurable doubt that the approved Construction Progress Schedule could not be met unless substitution of another manu- facturer is permitted. B. No substitutions shall be permitted until and unless the Architect has been supplied by the Contractor with sufficient product data, samples, shop drawings, and other materials (all as required and determined by the Architect) for a pro- per evaluation of the quality of the proposed substitution with that which has been specified. 1. 05 Related Work A. Review all other Sections of the Specifications and coordinate the work under this Seciton with related work under . other Sections. 1. 06 Alternates A. Alternate work under Section 1B must be appropraitely ad- dressed by the entity responsible for the work under this Section. 1. 07 Temporary Facilities A. See SectionlG-Temporary Facilities for information relative to the availability of and responsibility for temporary facilities. 1..08 Guarantee A. See Section 1J for guarantee requirements for work installed under this Section which shall in no case be for less than one year from Substantail Completion. DIVISION 8 - DOORS AND WINDOWS SECTION 8A - ALUMINUM REPLACEMENT WINDOWS PART 1 - GENERAL 1. 01 Conditions, requirements, Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. B. Examine all site conditions including existing structures, all Contract Drawings, and all portions of the Project Manual including other Sections of the Specifications for requirementf which may affect the work of this Section. C. Available Orignial Construction drawings for the project are available at the Housing Authority' s main offices for review for whatever use Bidders may choose. Certain dis- crepancies between these drawings and actual conditions were noted in the Architect' s random review with such observed dis- crepancies being reflected in the Contract Drawings for the Modernization. of Florence Heights. The Contractor shall in- vestigate and evaluate all discrepancies between the Orginal Construction Drawings, the Contract Drawings for the Moderni- zation of Florence Heights, and all existing conditions in the field prior to submitting his bid. D. All work under this Section shall be in strict accordance with applicable portions of: codes, ordinances, regulations, etc. in force; the Reference Standards; the recommendations of the manufacturer and/or producer of the materials, products, systems, etc. involved, and with the best trade practices and quality of workmanship of the industry. In the event of con- flict between any of the aforementioned, the matter shall be referred to the Architect whose decision shall be final and binding. E. The General Contractor shall perform all other required and/or incidental work, if any, of a nature similar to but not required to be performed under this Section. 1. 02 Quality Assurance A. All materials and workmanship shall conform to the require- ments of the Contract Drawings and Specifications as well as Referenced Standards referred to herein and/or referred to by Codes, Ordinance Regulations, etc. , in force. B. Observe manufacturers ' , producers' , and the industry accepted temperature and weather condition limitations for the in- stallation of materials, products, systems, etc. C. The Contractor shall coordinate, cooperate, and provide necessary labor, equipment, forms, moulds, containers, etc. , ,, in conjunciton with testing of materials to verify compliance F. Install 12" x 12" tab strips cut from 12" x 36" shingle strips at ridges, five inch exposure. G. Comply with manufacturers recommendations. 3. 03 Membrane Roofing Installation A. Comply with manufacturers recommendations to withstand code required wind induced :uplift forces, at minimum 15 pounds per square foot. B. Install per manufacturer' s recommendations. 3. 04 Guarantee A. Provide the Manufacturers' Standard warrantees to the Housing Authority. 3. 05 Shop Drawings and Samples A. Provide all required shop drawings and samples of all items to be installed. Order no materials without written ap- proval of Architect. B. Contractor should assume that two different asphalt shingle colors may be installed in the project. 3. 06 Extra Materials A. Provide two bundles of shingles for each color used. 2.11 Materials for Flat (Slightly Pitched) Roofs A. Manufacturer shall be Carlisle Goodyear, or approved equal with ten year material warranty. B. System shall be of the adhered, minimum 60 mil thick EPDM membrane type supplemented by all required mechanical fasteners. C. Submit shop drawings previously approved by manufacturer. D. Adhesives per manufacturer. 2. 12 Caulking and Sealants One part Silicone in full range of colors, complying with Federal Specification TT-S-001543. 2.13 Cricket Flashing A. Comply with Reference Standards and SMACNA Manual Plate 62. 2.14 Scupper Flashing A. Similar to SMACNA' s Manual Plate 29. 2.15 Other flashing details whether by this or other trades shall comply with the Reference Standards. PART 3 - EXECUTION 3. 01 Preparation of Roofs A. Cover all large cracks, slivers, knot holes, loose knots, pitchy knots, and excessively resinous areas with sheet metal securely nailed to sheathing. B. Just before applying the new roofing, sweep the deck thoroughly clean of all loose debris. 3. 02 Pitched Roofing Installation A. Install continuous metal drip strip at all roof eaves. Nail at 8" to 10" centers. B. Install 15 pound asphalt felt underlay over eave drip strip and over entire roof area of buildings. Lap felt 2" mini- mum at top and 4" at ends. Lap felts from both sides 6" over ridges. C. Install continuous metal drip strips at all gable ends over felt underlay. D. Install a 36" wide 55 pound smooth roll roofing eave flashing strip which overhangs the underlay and eave drip strip by 3/8" . E. Install 9" starter strip of 90 pound mineral surfaced sheet, nailed at 8 inch centers, over bottom portions of 55 pound eave flashing strip. PART 2 - MATERIALS AW 2. 01 Manufacturers of Materials for Pitched Roofs A. The products of Georgia Pacific, Certainteed, or GAF Corporation, accompanied by manufacturers standard 20 year warranty. B. For purposes of designating the type, style, color range, configuration, etc. the products of Georgia Pacific are mentioned. Equal products of the other manufacturers may be substituted when approved by the Architect. The recommendations of the roofing manufacturer shall be strictly adhered to. 2. 02 Asphalt Saturated Felt. A. Felt shall be 15 pound asphalt saturated complying with ASTM D226. 2. 03 Asphalt Shingles A. Asphalt shingles shall be conventional 3 stick-down tab 235 pounds per square Class C with equal but not more than 5" exposure. 2. 04 Nails and Fasteners A. Nails for asphalt felts and shingles shall be large headed hot dipped galvanized of lengths and spacing recommended by the Roofing Manufacturer. B. All other fasteners shall be compatible with the materials with which they shall be in contact. 2 . 05 Drip Strips A. Drip strips shall be 3" wide by 1" drip with return and be made of 0. 025 inch prefinished aluminum. Nail through prepunched holes with aluminum nails. 2. 06 Ridge Vents shall be prefinished color Univent by Air Vent Inc. or equal. 2. 07 Concealed Metal Including Step Flashing A. Mill finish aluminum, 0. 019 inch thick, minimum 4" lap in all directions. 2. 08 Exposed Metal Including Counter-finishings A. Prefinished aluminum, 0. 032 inch thick, minimum 4" lap. 2 . 09 Other Exposed Metal Prefinished 0. 032 inch aluminum. 2.10 Colors shall be selected from the full range of manufacturers' colors. Prefinished aluminum colors shall include the range of at least those produced by Alcoa Aluminum. 1.11.Filed Sub-Bid A. All work under this Section is subject to Massachusetts General Laws, Chapter 149, Sections 44A through H inclu- sive, and a Filed Sub-Bid for such work shall be submitted 'in appropriate form. B. All work under this Section is as required herein and as required on the following Contract Drawings unless specifically indicated to the contrary: Sheet No. Title T-1 Title Sheet X-1 Site Plan A-1 Typ. Four Unit Building Plans lst, 2nd, and Basement Floors A-2 Typical Four Unit Building Eleva- tions A-3 , Six Unit Building Plans 1st and 2nd Floors A-5 Six Unit Building Elevations A-7 Roof Plans & Details A-8 Mansard Roof Details A-12 Typical Building Front Entry Details 1.12 Reference Standards A. Comply with the following: All items of workmanship and materials not specified or detailed shall be done in accordance with the Manufacture, Selection and Application of or Asphalt Roofing and Siding Products, Tenth Edition, as published by the Asphalt Roof- ing Manufacturers Association and the Architectural Sheet Metal Manual and Specifications, Third and Fifth Editions published by the Sheet Metal and Air Conditioning Contrac- tors National Association. Any conflict between the pro- visions of these publications and materials used shall be resolved to the satisfaction of the Architect. 1. 09 Submittals A. Submit a minimum of Six (6 ) copies of Shop Drawings and/or Product Data, etc. , for the following items to be installed under this Section for approval. 1 . Shop drawings and product data for: a. Mineral surface shingle installation. b. Single ply membrane roof installation approved by manufacturer. c. Metal flashings, ridge vent, edge drip. B. Submit a minimum of two Samples of the following items to be installed under this Section for approval. 1 . Full range of roofing shingles. 2. Ridge vent. 3. Edge drip. C. Submittals on other items may be required by the Architect. 1.10 Work Included A. Work under this Section include& but is not limited to the following at Buildings No. 1 through 12: 1. Install new mineral surfaced roofing shingles over all pitched roof surfaces including new main, mansard, and front building entry roofs. 2. Install new single ply roofing over all "flat" (only slightly pitched) portions of front building entry roofs. 3. Install new ridge vents. 4. Install new chimney and cricket flashings. 5. Install flashings provided by others for installation. 6. Install all flashings required for a water and weather- tight installation unless specifically required by others. 7 . Make all building roofs water and weathertight during inclement weather and prior to terminating work each day. B. See Sections lA and 1C for Work Sequence and Area. C. See Section 1K relative to model/sample installation requirements. with requirements of the Contract Documents, such testing to be paid for by the Contractor and accomplished by a Licensed Testing Laboratory selected by the Owner from three proposed by the Contractor. 1. 03 Delivery and Storage of Materials A. All materials shall be readily identifiable and be delivered in manufacturers/producers ' packaging complete with installa- tion and when appropriate, operating instructions. B. Store all materials so as to insure their suitability for incorporation in the work. 1. 04 Substitutions A. No substitutions shall be permitted if three manufacturers have been specified unless the Contractor can demonstrate through written evidence from such manufacturers that timely submission of required submittals and timely issuance of Purchase Orders would none the less result in a reasonable and measurable doubt that the approved Construction Progress Schedule could not be met unless substitution of another manu- facturer is permitted. B. No substitutions shall be permitted until and unless the Architect has been supplied by the Contractor with sufficient product data, samples, shop drawings, and other materials (all as required and determined by the Architect) for a pro- per evaluation of the quality of the proposed substitution with that which has been specified. 1. 05 Related Work A. Review all other Sections of the Specifications and coordinate the work under this Seciton with related work under ,other Sections. 1. 06 Alternates A. Alternate work under Section 1B must be appropraitely ad- dressed by the entity responsible for the work under this Section. 1. 07 Temporary Facilities A. See Section lG-Temporary Facilities for information relative to the availability of and responsibility for temporary facilities. 1. 08 Guarantee A. See Section 1J for guarantee requirements for work installed under this Section which shall in no case be for less than one year from Substantail Completion, two years for metal and other flashings. DIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 7A - ROOFING AND FLASHING FILED SUB-BID REQUIRED PART 1 - GENERAL 1. 01 Conditions, requirements, Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. B. Examine all site conditions including existing structures, all Contract Drawings, and all portions of the Project Manual including other Sections of the Specifications for requirements which may affect the work of this Section. C. Available Orignial Construction drawings for the project are available at the Housing Authority's main offices for review for whatever use Bidders may choose. Certain dis- crepancies between these drawings and actual conditions were noted in the Architect's random review with such observed dis- crepancies being reflected in the Contract Drawings for the Modernization .of Florence Heights. The Contractor shall in- vestigate and evaluate all discrepancies between the Orginal Construction Drawings, the Contract Drawings for the Moderni- zation of Florence Heights, and all existing conditions in the field prior to submitting his bid. D. All work under this Section shall be in strict accordance with applicable portions of: codes, ordinances, regulations, etc. in force; the Reference Standards ; the recommendations of the manufacturer and/or producer of the materials, products, systems, etc. involved, and with the best trade practices and quality of workmanship of the industry. In the event of con- flict between any of the aforementioned, the matter shall be referred to the Architect whose decision shall be final and binding. E. The General Contractor shall perform all other required and/or incidental work, if any, of a nature similar to but not required to be performed under this Section. 1. 02 Quality Assurance A. All materials and workmanship shall conform to the require- ments of the Contract Drawings and Specifications as well as Referenced Standards referred to herein and/or referred to by Codes, Ordinance Regulations, etc. , in force. B. Observe manufacturers' , . producers' , and the industry accepted temperature and weather condition limitations for the in- stallation of materials, products, systems, etc. C. The Contractor shall coordinate, cooperate, and provide necessary labor, equipment, forms, moulds, containers, etc. , in conjunciton with testing of materials to verify compliance i1+ tions in its intended manner. Report any deviations to the Architect , and correct such deficiencies to the satisfaction of the Architect. A• Just prior to completion of work of this Section in each building, the General Contractor shall , in the company of the Architect, inspect the entire work and shall make all required adjustments or corrections to the work leaving all operating parts in perfect operating condition, all jointings to adjacent material tight, all surfaces without blemish or stains, all work properly executed and complete, and all defects and damaged work replaced or corrected. -T.F^T.�^R'�^- '":w..-:;�^,^'+e^':T+A'�ll.i'.. ,.. .,.. !!+'^n*'.�'m'^'^Tw"�^°�.. ., �.:... r.-�ww..s.. ... -...,I.+....--�..w.�-.. ...._.._ ... -_-_....._�- ., •..j...:.T^_.., k 1. 2 6 INTERIOR WOODWORK AND TRIM A. All interior finish work shall be made perfectly straight, level or plumb. Set and putty all nails, countersink all screws and counter- bore and plug screws in exposed trim. Glue all miter and scarf joints before nailing with white glue. Accurately fit members before installing.' B. Install hardwood items with finish nails, finish screws, or plugged j wood screws only. Set and putty nails with putty matching wood color. C. Cull out knots and other defects from wood used to provide uniform, 1 smooth and even finished work. Dress all edges and joints as directed, and sand all exposed surfaces smooth to the touch, leaving all work ready for final finishes. r 1 . 27 INSTALLATION OF CABINETS AND MILLWORK A. Examine all grounds, strapping and blocking to secure cabinets and do not start installation until conditions are proper. Verify that all related work is sufficiently complete to permit proper installations. B. Install cabinets plumb and level without distortion. r r c C. Shim as necessary with concealed shims. D. Accurately scribe and closely fit all counters, face plates, filler strips and trim strips to irregularities of adjacent surfaces. E. Neatly cut holes for the passage of plumbing pipes and wiring through the cabinets. Holes shall be as small as possible, and in any event smaller than the escutcheon plates. Provide all cutouts + for fixtures and accessories. F. Where cabinets, such as sink fronts, are not supplied with base shelves or other features , provide such construction of plywood or other wood products as directed by the Architect. 1. 28 INSPECTION AND ADJUSTMENT 5 F �4 4 4 f 1 t 1 i I F. Finishing: carefully touch-up all trimmed surfaces, sanding edges smooth to the touch and applying a slight bevel to the edges of the faces. Coordinate with Section 9Cso that primers and sealers are applied to wood doors immediately after doors are adjusted. 1. 25 INSTALLATION OF FINISH HARDWARE A. Hardware shall be attached and placed by skilled mechanics and shall be accurately fitted and adjusted. Install door pulls, latch-sets, locksets, etc. at locations conforming to National Association of Hardware Manufacturers ' standards, or as herein described. B. Coordinate hardware installation with finish painting of doors. Except for hinges, install no hardware until doors have been primed. Wherever possible, defer hardware installation until after painting is complete. C. Before final acceptance of the work, the General Contractor will go over the entire project with the Architect and see that each piece of finish hardware is undamaged and in good working order, as described in Section 8F. Now i c I I i i i { I : All finish wood work shall be sandpapered at field joints and where , required by installation and shall be left in perfect condition for ,finishing by painting subcontractor. Sand exposed edges of all woodwork smooth to the touch. I i 1. 2 4 INSTALLATION OF DOORS AND FRAMES c i A. Install all doors and frames under this Section. Frames shall be securely fitted, and shall be set square in rough openings without twisting or springing. Heads shall be level and jambs plumb and true. Mortise butts flush with jamb and door edges. Refer to per- tinent sper_i¢,cations for additional installation instructions for each type of door and frame. B. Initial inspection of doors : prior to start 'of installation of each door, carefully inspect the door and verify: 1. That the door furnished is the proper door for the opening, as # described on the Door Schedule in the Drawings. 2. That the door is in sound condition, unblemished, without warp, twist, bow or other attributes causing it to be rejected upon installation. C. Handling: carry doors, do not drag them. Use extreme care in handling to prevent damage. D. Fitting: trim all wood doors as necessary to provide a uniform clearance of between 3 mm (1/8") and 5 mm (3/16") at jambs and head, and a uniform clearance at the threshold or floor to properly clear the floor covering described on the Finish Schedule in the Drawings. E. Installing: for each door, verify the hardware type as described on the Door Schedule in the Drawings and verify that hardware actually supplied is the hardware specified. Using only the specified hilage s or butts, and the proper equipment for the purpose, install the into the opening. r k r s r.- -- - - 1 .23 GENERAL EXECUTION A. Wood shall be furnished in longest practical lengths with respect to each intended use, and single-length pieces shall be used wherever possible. B. Take all necessary field measurements before starting fabrication of built-in work. C. All joints shall be tight and formed to conceal shrinkage. All running joints in trim shall be scarfed; butt joints will not be accepted. Miter all corners in interior areas. Form exterior joints to exclude and shed water. D. All joints shall occur over and all nailing shall be to solid framing or blocking. Coordinate requirements for blocking built into construction under other Sections. E. All nails in finished work shall be blind nailed, wherever possible, and surface fasteners shall be set and filled. Fasteners shall be spaced no more than 16" o.c. along length of trim and boards. Spacing of fasteners across width of board shall not exceed 2 1/2 inches, with not less than: two fasteners for 5" widths or less, three for widths to 7. 1/2", four for widths to 10", and so on. Such spacing shall be regardless of types of fasteners used, as the intent is to resist warpage, cupping and other deformation of wood finish. F. Woodwork shall be properly framed, closely fitted, and accurately set to the required lines and levels and shall be rigidly secured in place. ? G. All millwork and trim shall conform to design and detail as shown. Where practicable, cabinetry and millwork items shall be finished i and assembled at mill . ! H. All millwork and trim shall be finished smooth and free from machine or tool marks that will. show through the finish. Nails used to fasten painted work shall be set to receive putty. l i ? .,,.,.....,.,..:;:+:'w97+-:»r.�':.x, ,+x,?-c.+:A., .�^d,-.,,...w..:.gfp-„•y, w;µ.,.. ,w•wc+* t.,,a._.w.aywm,.w.;...,. ,.,.....:.•.....,. -.r+ aw+•`..!;w, ...« ... _. . 1. 22 Work at Ambulatory Accessible Unit at Building No. 4 A. Comply with all Architectural Barriers Board Requirements for such unit type including notes on Plan A-1. B. Door sizes required by the installation of new apartment entry doors are acceptable. All other doors shall fit existing frames but the swing shall be reversed at the bathroom. C. Install adhesive backed abrasive surfaced tread covers over oak treads at first to second floor stairs after finishing. D. Except as noted, replace existing underlayment/sub-floor or install new plywood underlayment over existing through- out so as to eliminate need for all "transition strips" . E. Resurface basement stairs with �" plywood or turn over existing treads depending upon the option chosen by the Contractor under (D) above. Adjust stairs so that bottom riser is equal to others. New plywood if installed shall be edged by 1 x � wood with eased edges. Install abrasive pads in (C) above. F. Remove existing bathroom sub-floor/underlayment and replace same so as to be flush. G. Towel bars shall be equal to stainless steel grab bars and shall be located on partitions. Contractor to submit attachment methods for approval. H. All work not the responsibility of other Sections shall be performed by the General Contractor under this Section. (i.e. G.C. shall remove existing bathroom underlay with new underlay by Resilient Flooring Contractor. 1. 21 ,Bevel Siding A. Western Red Cedar, saw texture side exposed, ? 11 x 6" , Clear and A Grade in 4 to 20 foot lengths, WWPA Grading Rules. B. Nailing shall be high tensile strength aluminum Alloy, blunt point, ringed full shank length nails wil small heads set flush in view of the fact that siding will be prestained. Nailing shall be plumb, in alignment, and in accordance with the recommendations of the Western Red Cedar Lumber Associa- tion and the State Building Code. C. All siding shall be prestained with one coat of machine applied Olympic Semi-transparent Oil Stain applied at the rate of not more than 150 square feet per gallon. The Olympic Stainer System shall be used so that allsurfaces of the siding are first flooded with stain, the saw-texture side which is to be exposed mechanically pressure-rolled, and all surfaces mechanically brushed using high-speed brushes. The products and prestaining systems of the fol- lowing manufacturers are also acceptable providing the full range of stain colors available from Olympic are matched: Samuel Cabot Inc. Benjamin Moore Co. d. Colors of plastic laminate shall be as selected by the Architect. e. All sides of cabinets which may be exposed by removal of any non-built-in item shall be finished in material equal in all respects to all visible portions of the cabinets. Stoves and refrigerators shall not be con- sidered built-in items. Cabinets shall come complete with all required returns, sides, and filler pieces. 2 . All countertops shall be made in one piece to the full length as measured in the field, of a depth providng a minimum of 3/4" lap over cabinet door and/or drawer face, with a 4" backsplash. No field cutting, other than scribing, permitted. 3. Countertop shall be cut out for sink and cooktop accord- ing to templates. Coordinate with appliance manufac- turer(s) to obtain a finished appearing installation. I. Samples 1. Submit plastic laminate samples in full range of colors including those to match appliance colors. 2 . Submit a typical base and wall cabinet. J. Installation 1. Wall and base cabinets shall be secured to partition studding by screwing, through a portion of such cabinet which is a minimum of 5/8" thick directly into studs or blocking. 2. Cabinets and vanities shall be set level with the toe kick space being scribed to the floor or shimmed or both if required in the case of base cabinets. 3 . Scribe all cabinets and countertops to effect a snug fit. Should any countertop require more than a 4" scribe cut, the wall shall be made a true plane and made at right angles to abutting walls if required. K. Sample Installation 1 . Install a typical kitchen and obtain Architect' s written approval prior to manufacture in quantity. L. Warranty 1. Cabinet manufacturer shall warranty his work in writing for one year from the date of Substantial Completion. 6 . Other Components POW a. Cabinet bottoms must have a minumum thickness of : 4" tempered hardboard or plywood, or 3/8" hardboard or high-density particle board. Cabinet sides must have a minimum thickness of Toe kicks must be totally enclosed. b. Wall cabinets must have a minimum of two (2 ) wood nailing strips (top and bottom) . Minimum dimensions for nailers are 3/4" x h" . c. All cabinet interiors must be treated with a water- resistant substance. d. Kitchens coutertops shall be equipped with a back- splash permanently attached to the countertop. e. Caulk all penetrations through cabinets. G. Cabinet Hardware 1. All cabinet hardware will comply with ANSI A156. 9 - 1975 unless otherwise indicated: a. Drawers - side mount drawer slides (Type B85051/B85052 ) shall be wrought steel with plastic rollers and positive stops. b. Door and drawer pulls - three and one half inch anodized aluminum plain bar type at all doors and drawers. c. Door hinges - wrought steel pivot hinges, spring close wrap around type, two per door. d. Silencers - provide rubber or felt silencers at all doors and drawers. 2 . Finish of all visible hardware shall be as selected by the Architect. 3 . With the exception of drawer slide rollers, no plastic parts will be permitted. H. Finishes i 1 . All plastic laminated work shall bein conformance with NEMA Standard LD3 and the referenced NAPF Standard. a. Plastic laminate of all counter tops, both horizontal and vertical surfaces, shall be general purpose grade, or in the case of formed pieces, forming grade. All } countertops shall be factory assembled including cor- ner mitering. b. Countertops shall have a curved anti-drip self-edge nose, a small radius cove, and a rectangular back- splash with return to allow for scribing to the wall surface. c. Where no drawers are called for, a raised panel equal.to drawer fronts shall be installed to give a continuous profile. e. Drawers are to be constructed of wood, plywood, or particle board without sharp edges, have smooth and OOPk easy glide full length double runners fastened to a single full width rear plywood brace with a minimum thickness of Y" and have installed commercial quality type stops . f. Drawers and doors are to have easy grasp type hardware such as knobs or pulls. g. Exposed cabinet surfaces shall be uniform in finished appearance. 3 . All cabinets shall bear a label indicating compliance with ANSI A 161. 1. 4 . The minimum standard acceptable will be in accordance with AWI ' s Economy Grade. F. Cabinet Layouts 1. Except at kitchen sinks, base kitchen cabinet units shall be 28;�" high and shall contain a drawer over each cabinet door plus a half depth intermediate and full depth bottom shelf. Base cabinets shall be as shown on the drawings and any cabinet over 18" wide shall have two doors. 2 . Wall cabinets Wall cabinets shall be 30" in height and contain two ( 2 ) full depth intermediate adjustable shelves except that cabinets over the sink and range shall have one full depth intermediate adjustable shelf. 3 . Doors Doors shall be minimum 5/8" high density particle board with plastic laminate applied to all surfaces, solid stock or multi-ply plywood with wood face veneers, or made up of solid wood members. 4. Cabinet Fronts The fronts of all cabinets shall be 3/4" x minimum 11-2" hardwood with mortise and tenon or dowel joining in ac- cordance with Architectural Woodwork Institute (AWI ) Section 400-G-7 . 5. Drawers All drawers shall comply with the following: a. Cabinet drawers must be full-length (minimum of 1811 ) . Drawers must be designed with a durable, full- length, side-mounted, double runner suspension system with manual positive stops. Currently recommended is a full-length steel system with nylon wheels. Mono- rail systems are not recommended (with the exception of the Accuride 42 ball bearing system) . b. Drawer bottoms must have a minimum thickness of : 1/8" tempered hardboard or plywood, or �" hardboard or high-density particle board . Drawer sides must have a minimum thickness of 7/16" . 1 . 20 Kitchen Cabinets and Countertops A. Work included: 1. Remove existing kitchen cabinets completely. 2 . Install new kitchen cabinets and countertops complete. B. Reference. Standards 1 . ANSI A156 . 9-1975 - Cabinet Hardware 2. ANSI A161 . 1 - 1973 - Cabinet Construction and Perfor- mance Standards. 3 . NAPF - Performance Standards for Fabricated High Pressure Decorative Laminate Countertops. 4. AWI - Architectural Woodwork Quality Standards and Guide Specifications - Custom Grade 5. Architectural Barriers Board Requirements C. Shop Drawings 1. Submit shop drawings of all work in this Section at 3" = l ' -0" in accordance with the General Requirements. D. Samples 1 . Submit a sample of the following in accordance with the General Requirements. a. Base Cabinet b. Countertop c. Wall cabinet E. Minimum Cabinet Standards 1 . All kitchen cabinets are to comply with all requirements of the American National Standards Institute (ANSI ) A 161 . 1, latest edition, as well as the applicable HUD Criteria contained in the HUD Minimum Property Standards, and the Rules and Regulations of the Massachusetts Arcictectural Barriers Board. 2 . The level of quality is to reflect, at minimum, the following: a. Cabinet exterior finish must be a durable material such as a prefinished hardwood, veneer plywood or plastic laminate comparable to formica general purpose grade 55 (V-32 ) . b. Particle board, if used, is to be high density grade, a minimum of Y" thickness and to have plastic laminate on both inside and outside surfaces. c. Hardboard (tempered only) if used, is restricted to verticle cabinet backing only and shall be a minimum thickness of 4" . d. The various members of the cabinet shall be neatly fitted to each other, blocked, wedged, glued and backscrewed or stapled together to produce satisfactory results. E. Materials ""` 1 . Wall Board a. Comply with ASTM C36, Minimum k" thick. b. Type X where fire resistance required at party walls (one hour) . c. Horizontal application at walls. d. All joints to be three coat finish. e. Provide all required trim corner and casing beads as determined by the Architect. f. Comply with Reference Standards. g. Install all material furnished by others and installed in Gypsum Wall Board. 2 . Patching Materials a. Compatible with existing surfaces to be repaired and recommended by manufacturer. F. Finish 1. Install and finish per Reference Standards. G. Cementitious Backer Board 1 . Cementitious backer board shall be "Wonderboard" fiberglass reinforced panels by Modulars, Inc. , Hamilton, j Ohio or equal. All joints shall be taped as recommended by the manufacturer to be self-setting, or shall be countersunk flush. 2. Install all wall surfaces to receive ceramic wall tile. H. Repair of Destructive Investigation /Other Areas. 1. As it is known that destructive investigation is allowed by the Bid Documents and has taken place within certain apartments, the Contractor shall correct all areas so affected and other areas requiring correction by accom- plishing the following in addition to other work re- quired by the Contract Documents: j a. Repair/replace 100 square feet of wall area including supporting members to equal the surrounding area when finished. b. Repair/replace 100 square feet of ceiling area in the manner of (1 ) above. 2. Work shall not commence under this heading prior to notification and measurement by the Clerk of the works and the approval of the Architect. 3 . The Contractor and the Clerk of the Works shall make a joint inspection of all apartments immediately upon their being made available to the contractor. C. Caulk to provide a water and weathertight installation, a neatly finished appearance, and to seal off all areas which may serve as nesting places for insects and other vermin. j i 1 . 19 Gypsum Wall Board, Cementitious Backer Board, Wall/Ceiling 0 Finishes i A. Reference Standards : 1. Recommendations of the Gypsum Association Including: a. Specificaitons for the Application and Finishing of Gypsum Board. b. Using Gypsum Board for Walls and Ceilings. c. Fire Resistance Manual. d. NFPA' s Design of Firestopping and Draftstopping for Concealed Spaces. e. US Gypsum Construction Handbook. i B. Fire Resistance 1 . Maintain a minimum of one hour fire resistive construc- tion between apartments, horizontally and vertically. r 2 . Firestopping and draftstopping for code and Natural Forest k Products Association recommendations. P C. Work Included: I"* 1. Repair of all existing surfaces with defects larger than r the size of a US 25 cent coin. 2 . Repair of all surfaces (not required to be repaired under other Sections) affected by the Contract work. 3. Installation of new gypsum drywall in kitchens and bath- f roms. Installation of new cementitious backer board in bathrooms at three sides of tubs. 4 . Installation of new gypsum drywall at new partition work. t 5. Gypsum board separations above existing roof line, every other apartment. i 6 . Blocking to support and rigidly secure all items whether new or to be reused. 7 . All other work required to fulfill the intent of the Contract Documents. D. Attachment Methods: 1. Screen to metal or wood studs/furring. y 2 . Combination. of adhesive/screw/nail methods in bathrooms, at other solid partitions, and where a single method F does not insure a lasting securement. 3. All methods as recommended by manufacturer and subject to approval of the Architect. 4 primed all surfaces (back primed) with one coat of the appropriate finish specified under Division 9 prior to its arrival on the job site. All sap streaks, knots and the like shall be sealed with a coat of shellac prior to priming. 1. 15 Finish Wood A. Exterior Boards other than Mouldings and Worked Wood No. 2 Common White Pine B. Exterior Mouldings Clear Select White Pine C. Exterior Worked Wood (Column Capitals ) Clear Select White or Sugar Pine D. Interior Boards No. 2 Common White Pine including base. E. Interior Mouldings and Worked Wood including Door and Window Casework. Clear White Pine F. Exposed Plywood at Exterior A/C with exterior glue 1. 16 Replacement of Deteriorated Items to Match Existing A. Replace 200 square feet of existing sheathing. B. Replace 100 linear feet of wood base. (No. 2 Pine) C. Replace 100 board feet of Number 2 Pine where directed by the Architect. D. The above shall be installed where directed by the Architect and is in addition to all other work required elsewhere by the Contract Documents. E. Notify the Clerk of the Works of all work to be done under this heading for measurement prior to any removal and/or new installation. 1. 17 Repair of Existing Wood Surfaces A. Repair all surfaces to their original configuration so as to present a neat, repaired, and finished appearance. Par- ticular note shall be taken of jambs of exterior roofs where combination doors are to be removed and new doors in- stalled in their stead. 1 .18 Caulking A. Caulk all items not required to be caulked under other Sections in accordance with best trade practices and else- where where directed by the Architect. B. Caulking shall be Silicone, colors as selected by the Architect. the American Woodwork Institute ' s Custom Grade except that exterior work above First Floor Ceiling levels may at mini- mum be of the Economy Grade. 1 . 12 Quality Assurance A. Comply with reference standards cited herein. Submit evidence of compliance for each material noted in the Work. B. All architectural woodwork and millwork items shall be fab- ricated and installed in strict accordance with at minimum, the quality standards of the Architectural Woodwork Insti- tute references. C. Grade and trademark required on each piece of lumber (or each bundle if bundled stock) . Use only the recognized official marks of association under whose rules it is graded. Grade and trademarks will not be required if each shipment is accompanied by certificate of inspection issued by association. Plywood shall conform to U.S. Product Standards (PS-1 ) and shall be branded or stamped with type and grade. D. All wood shall be kiln-dried to moisture contents as follows : 1. Exterior 9% to 14% (average 12% ) . 2. Interior 5% to 10% (average 8% ) . 1 . 13 Submittals A. Submit Shop Drawings for all finish woodwork items. Shop Drawings shall show all significant details of materials, construction, and installation, and conform to the pro- visions of Division 2. Submit a complete materials list of all items proposed to be furnished and installed. under this Section. 1 . 14 Grading Standards and Back Priming A. Unless otherwise noted, all wood shall be graded in ac- cordance with the following: 1. Selets, finish, shop and mouldings, Boards, and Western Red Cedar. Western Wood Products Association 2. Dimension Lumber National Grading Rule for Dimension Lumber (per PS 20-70) 3. Plywood US Product Standand PS 1-83 , B. Unless otherwise noted, all lumber shall be kiln dried to the moisture contents indicated in the standards and be pro- tected at all times to maintain such percentages. C. All exterior boards, mouldings, and worked wood including those used at cornices, soffits, rakes, corners, window trim and sills, column capitals and the like shall be 1. 09 Submittals /A. Submit a minimum of Six ( 6 ) copies of Shop Drawings and/or Product Data, etc. , for the following items to be installed under this Section for approval. B. Submit a minimum of two Samples of the following items to be installed under this Section for approval. C. Submittals on other items may be required by the Architect. 1. 10 Work Included A. Work under this Section includes but is not limited to the following at Buildings No. 1 through 12 : 1 . Install new doors and frames. 2. Install new bevel siding. 3 . Install new exterior trim. 4 . Install kitchen cabinets and countert6ps. 5 . Install cementitious backer board. 6. Install new gypsum wall board. 7 . Install caulking. 8 . Back priming of all exterior trim (all sides and ends with paint of manufacturer selected by Painting Cotnractor) members to remain exposed to the weather. 9 . Install finish hardware. 10. Install new interior trim. B. It is not the intent of this specification to define the types, sizes, or installation methods for each item of finish or trim. Installation, joinery, sizes, types of finish, and spacing of nailers and furring strips, shall be done in accordance with the details on the drawings for the specific areas involved in accordance with the listed standards as approved by the Architect. C. All finish carpenter' s work and maerials not specified elsewhere, but which are implied by the Drawings and/or required for the work, shall be furnished under this Section, whether or not specifically described herein. 1.11 Reference Standards A. All work and materials shall at minimum comply with the with requirements of the Contract Documents, such testing to be paid for by the Contractor and accomplished by a sow Licensed Testing Laboratory selected by the Owner from three proposed by the Contractor. 1 . 03 Delivery and Storage of Materials A. All materials shall be readily identifiable and be delivered ih manufacturers/producers ' packaging complete with installa- tion and when appropriate, operating instructions. B. Store all materials so as to insure their suitability for incorporation in the work. 1. 04 Substitutions A. No substitutions shall be permitted if three manufacturers have been specified unless the Contractor can demonstrate through written evidence from such manufacturers that timely submission of required submittals and timely issuance of Purchase Orders would none the less result in a reasonable and measurable doubt that the approved Construction Progress Schedule could not be met unless substitution of another manu- facturer is permitted. B. No substitutions shall be permitted until and unless the Architect has been supplied by the Contractor with sufficient product data, samples, shop drawings, and other materials (all as required and determined by the Architect) for a pro- ,,, per evaluation of the quality of the proposed substitution with that which has been specified. 1. 05 Related Work A. Review all other Sections of the Specifications and coordinate the work under this Seciton with related work under .other Sections. 1. 06 Alternates A. Alternate work under Section 1B must be appropraitely ad- s dressed by the entity responsible for the work under this Section. 1. 07 Temporary Facilities A. See Section 1G-Temporary Facilities for information relative to the availability of and responsibility for temporary facilities. 1. 08 Guarantee A. See Section 1J for guarantee requirements for work installed under this Section which shall in no case be for less than one year from Substantail Completion. DIVISION 6 — WOOD AND PLASTICS pow SECTION 68 — FINISH CARPENTRY PART 1 — GENERAL 1 . 01 Conditions, requirements, Etc. A. Except as noted herein, all provisions of Part A - Bidding ' and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. B. Examine all site conditions including existing structures, all Contract Drawings, and all portions of the Project Manual including other Sections of the Specifications for requirements which may affect the work of this Section. C. Available Orignial Construction drawings for the project are available at the Housing Authority' s main offices for review for whatever use Bidders may choose. Certain dis- crepancies between these drawings and actual conditions were noted in the Architect ' s random review with such observed dis- crepancies being reflected in the Contract Drawings for the Modernization of Florence Heights. The Contractor shall in- vestigate and evaluate all discrepancies between the Orginal Construction Drawings, the Contract Drawings for the Moderni- zation of Florence Heights, and all existing conditions in the field prior to submitting his bid. D. All work under this Section shall be in strict accordance with applicable portions of : codes, ordinances, regulations, etc. in force; the Reference Standards ; the recommendations of the manufacturer and/or producer of the materials, products, systems, etc. involved, and with the best trade practices and quality of workmanship of the industry. In the event of con- flict between any of the aforementioned, the matter shall be referred to the Architect whose decision shall be final and binding. E. The General Contractor shall perform all other required and/or incidental work, if any, of a nature similar to but not required to be performed under this Section. 1. 02 Quality Assurance A. All materials and workmanship shall conform to the require- ' ments of the Contract Drawings and Specifications as well as Referenced Standards referred to herein and/or referred to by Codes, Ordinance Regulations, etc. , in force. B. Observe manufacturers ' , . producers ' , and the industry accepted temperature and weather condition limitations for the in- stallation of materials, products, systems, etc. C. The Contractor shall coordinate, cooperate, and provide necessary labor, equipment, forms, moulds, containers, etc. , in conjunciton with testing of materials to verify compliance than $250, 000. 1. Detailed shop drawings based upon field measurements showing the exact configuration of all trusses, the materials used, product data and the HUD Truss Con- nector Buleting of the manufactuer of the connectors to be used, bracing, location of tags, BWT Green Sheets, and product data on rafter ties. 2. All design calculations for trusses, bracing, connectors, rafter ties, etc. F. Do not fabricate any truss work prior to approval of material required under (E) above. G. Erect in accordance with Reference Standards. 3. 08 Insulation A. Install six inch (6" ) unfaced Fiberglass (R-19) batt insulation over all existing roofs of apartment buildings and as otherwise shown on the drawings. Provide clear 1" circulation space for soffit to ridge vent air move- ment. Products shall be Owens Corning or equal. 3. 06 Centering and Shoring A. Centers and shores for all work where required shall be provided, installed, maintained in position, and removed from premises before completion. 3. 07 Wood Trusses - Prefabricated A. Reference standards: 1. All design, fabrication, erection, and other work in connection with wood trusses shall be at minimum in accordance with the following: ' a. Truss Plate Institue Publications TPI - 85, Design Specifications for Metal Plate Connected Wood Trusses. QCM - 77, Quality Control Manual HET - 80, Handling and Erecting Wood Trusses BWT - 76, Bracing Wood Trusses CSP - 78, Code of Standard Practice b. HUD Publications Handbook 4850.2, Design Criteria for Trussed Rafters Truss Connector Bulletin Approving Connectors of Manufacturer c. State Building Code including Articles 7, 8 , 9, 13 and 18. B. All trusses shall be delivered complete with warning tags, BWT Green Sheets and tags locating bearing, lateral bracing, special bracing, and erection lift points. C. Truss bearing points are to be located directly over the existing wood bearing partitions below. Truss designs shall allow for any and all loading introduced by any non- symetrical locations of central bearing partitions in roofs, the upper chords of which are to be symetrical about their ridge poles. D. Roof truss design shall be in accordance with Article 7 of the State Building Code. Snow Loading shall be as indi- cated for Zone 4 and Wind Loading for Zone 1, Exposure C. Provide galvanized steel rafter ties of the required .strength and configuration secured in place to resist all loading including uplift at the ends of each truss con- necting same to the existing ceiling joists below or to new bearing plates secured to existing ceiling joists below. E. Submit the following sealed and signed by a Professional Engineer registered in the Commonwealth of Massachusetts who has and will maintain for a period of seven years from the date of Substantial Completion of the last build- ing completed under this Contract, Professional Liability (Errors and Omissions ) Insurance in the amount of not less PART 3 - EXECUTION 3. 01 Laying out Work A. Lay out all work in accordance with the Contract Documents, approved Shop Drawings, and completed portions of the work. Report all discrepancies to the Architect promptly for correction and adjustment. 3. 02 Materials Installed by Others A. Coordinate the work of this Section with all other trades. B. Provide all anchors, inserts, and other items required to be set in concrete or masonry construction in a timely manner, with all required templates and locating informa- tion. C. Work improperly coordinated shall be corrected to the sat- isfaction of the Architect at no additional cost to the Owner. 3. 03 Miscellaneous Blocking and Carpentry A. Furring, blocking, and backing shall be furnished and installed where required for reception of wall board, formation of architectural features concealment of pipes, conduits, ducts, attachment of supports for accessories, building specialties, and other fixtures. Contractor shall consult with the trades concerned and set furring and blocking they require. 3. 04 Rough Hardware A. Furnish and install all stock items of rough hardware, as indicated or required, including clips, anchors, hangers, bolts, ties, and plates for connecting wood members to concrete, masonry, or steel, except as specified to be provided under other Sections. Details are subject to the approval of the Architect. 3. 05 Intent and Workmanship A. It is not the intent of this Section to herein define the types, sizes, or installation methods for each item of work. Methods of installation, joinery, sizes, spacing of nailers and furring strips, and other information per- taining to the lumber, plywood, and other items of re- quired work, shall be installed in accordance with the details on the Drawings for the specific areas involved. B. Work that is to be finished or painted shall be free from defects or blemishes on surfaces exposed to view that will show after the finish coat of paint is applied. Any material which is in any way defective and not up to speci- fications for quality and grade for its intended use, or otherwise not in proper condition, shall be rejected. is to be installed, and notify the Architectin writing of conditions detrimental to the work. Do not proceed with the installation until unsatisfactory conditions have been corrected in a manner acceptable to the Architect. C. Coordinate location of furring, nailers, blocking, grounds, and similar supports so that attached work will comply with design requirements. PART 2 - PRODUCTS 2. 01 Wood A. As called for on the Drawings, herein, and at minimum in compliance with the State Building Code. B. Furring shall be 1x3 or 1x4 Construction Grade not more than 16" on center. C. Moisture Content shall not exceed 19%. 2. 01 Anchoring and Fastening A. Anchorage and Fastening Materials: Select proper type, size, material and finish for each application. Materials for work within exterior construction shall be galvanized. Comply with the following: 1. Nails and staples: Fed. Spec. FF-N-105 2. Tacks: Fed. Spec. FF-N-103 3. Wood Screws: Fed. Spec. FF-S-111 4. Bolts and Studs: Fed. Spec. FF-B-575 5. Nuts : Fed. Spec. FF-N-836 6. Washers: Fed. Spec. FF-W-92 7. Lag Screws or Lag Bolts: Fed. Spec. FF-B-561 8. Masonry Anchoring Devices: For expansion shields, nails, and drive screws, comply with Fed. Spec. FF-S-325 9. Toggle Bolts: Fed. Spec. FF-B-588 10. Bar or Strap Anchors: ASTM A575 carbon steel bars. B. Joist hangers, cross bridging, rafter ties, framing anchors, header hangers, post caps, post straps, and other miscell- aneous connectors and supports shall be fabricated of 16 or 18 guage galvanized steel, and shall be by Heckman, Silver Metal Products, Teco, or Simpson. C. Comply with all requirements and recommendations of the Massachusetts State Building Code and the manufacturers of the materials to be joined. D. *Fabricated hardware items shall be by Teco, Simpson, Heck- man or Silver as approved by the Architect. In exterior areas or where in contact with concrete rough hardware shall be hot-dip galvanized. In other areas electro- galvanizing will be acceptable. Select products for size of members joined or supported and to develop the full strength of the members, as directed by the Architect or shown on the Drawings. 1.11 Referenced Standards A. Comply with the following: 1. At minimum American Woodwork Institute's Custom Grade for all work except that exterior work above the first floor ceiling level may comply with Economy Grade requirements. 2. The State Building Code 3. National Forest Products Associations' Design of Firestopping and Draftstopping for Concealed Spaces. 1.12 Quality Assurance A. Provide at all times during the work of this Section ade- quate supervisory personnel who shall be thoroughly fami- liar with the type of construction involved and with the requirements of the Contract Documents pertinent to this work. Provide adequate numbers of skilled craftsmen and other personnel to ensure the orderly and proper progress of the work in accordance with the approved progress schedule. B. Lumber standard: Comply with PS20 for each indicated use, including moisture content and actual sizes related to the indicated nominal sizes, except as otherwise indicated. C. Lumber grading: Comply with the Grading Rules of the National Forest Products Association (NFPA) National De- sign Specification for Stress Graded Lumber and its fasten- ings. D. Plywood standard: Comply with PS1-74. E. Comply with standards referenced throughout this Section, and submit producer certificates of compliance to the Architect. F. Factory mark each piece of lumber and plywood with type, grade, mill, and grading agency identification, or sub- mit letter or certificate of compliance. 1. 13 Product Handling A. Keep carpentry materials dry during delivery, storage and handling. Store lumber and plywwod in stacks, with provision for air circulation within stacks. Protect bottom of stacks against contact with damp surfaces. Pro- tect exposed materials against weather. 1.14 Job Conditions A. Time delivery and installations of carpentry work to avoid delaying other trades whose work is dependent on or af- fected by the carpentry work and to comply with protection and storage requirements. B. Installer must examine the substrates and supporting struc- tures and the conditions under which the carpentry work 1. 09 Submittals � - A. Submit a minimum of Six (6 ) copies of Shop Drawings and/or Product Data, etc. , for the following items to be installed under this Section for approval. : 1. Trusses 2. Rough Hardware B. Submit a minimum of two Samples of the following items to be installed under this Section for approval. 1. Plywood C. Submittals on other items may be required by the Architect. 1.10 Work Included A. Work under this Section includes but is not limited to the following: at Buildings No. 1 through 12: 1. New prefabricated roof trusses including bracing. 2 . New roof sheathing with plywood clips and cricket i framing. 3. New partition work and furring. 4. New framing for door openings. 5. New framing and sheathing at entry roofs. 6 . New sheathing at vertical surfaces. 7 . Fire stopping to comply with codes. 8. All new blocking and furring required to support all finish items. 9. Removal of all exisitng aluminum siding, trim, etc. and its legal disposal off-site. . 10. All work required to fulfill the requirements of the intent of the Contract Documents. B. It is not the intent of this specification to define the types, sizes, or installation methods for each item of finish or trim. Installation, joinery, sizes, types of finish, and spacing of nailers and furring strips, shall be done in accordance with the details on the drawings for the specific areas involved in accordance with the listed standards as approved by the Architect. C. All finish carpenter' s work and materials not specified elsewhere, but which are implied by the Drawings and/or required for the work, shall be furnished under this Sec- AOft whether or not specifically described herein. with requirements of the Contract Documents, such testing to be paid for by the Contractor and accomplished by a Licensed Testing Laboratory selected by the Owner from three proposed by the Contractor. 1. 03 Delivery and Storage of Materials A. All materials shall be readily identifiable and be delivered in manufacturers/producers ' packaging complete with installa- tion and when appropriate, operating instructions. B. Store all materials so as to insure their suitability for incorporation in the work. j 1. 04 Substitutions A. No substitutions shall be permitted if three manufacturers have been specified unless the Contractor can demonstrate through written evidence from such manufacturers that timely submission of required submittals and timely issuance of Purchase Orders would none the less result in a reasonable and measurable doubt that the approved Construction Progress Schedule could not be met unless substitution of another manu- facturer is permitted. B. No substitutions shall be permitted until and unless the Architect has been supplied by the Contractor with sufficient product data, samples, shop drawings, and other materials (all as required and determined by the Architect) for a pro- per evaluation of the quality of the proposed substitution with that which has been specified. 1. 05 Related Work A. Review all other Sections of the Specifications and coordinate the work under this Seciton with related work under other Sections. 1. 06 Alternates A. Alternate work under Section 1B must be appropraitely ad- dressed by the entity responsible for the work under this Section. 1. 07 Temporary Facilities A. See SectionlG-Temporary Facilities for information relative to the availability of and responsibility for temporary facilities. 1 . 08 Guarantee A. See Section 1J for guarantee requirements for work installed under this Section which shall in no case be for less than one year from Substantail Completion. DIVISION 6 - WOOD AND PLASTICS SECTION 6A - ROUGH CARPENTRY PART 1 - GENERAL 1. 01 Conditions, requirements, Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. B. Examine all site conditions including existing structures, all Contract Drawings, and all portions of the Project Manual including other Sections of the Specifications for requirements which may affect the work of this Section. C. Available Orignial Construction drawings for the project are available at the Housing Authority' s main offices for review for whatever use Bidders may choose. Certain dis- crepancies between these drawings and actual conditions were noted in the Architect ' s random review with such observed dis- crepancies being reflected in the Contract Drawings for the Modernization of Florence Heights. The Contractor shall in- vestigate and evaluate all discrepancies between the Orginal Construction Drawings, the Contract Drawings for the Moderni- zation of Florence Heights, and all existing conditions in the field prior to submitting his bid. D. All work under this Section shall be in strict accordance with applicable portions of: codes, ordinances, regulations, etc. in force; the Reference Standards; the recommendations of the manufacturer and/or producer of the materials, products, systems, etc. involved, and with the best trade practices and quality of workmanship of the industry. In the event of con- flict between any of the aforementioned, the matter shall be referred to the Architect whose decision shall be final and binding. E. The General Contractor shall perform all other required and/or incidental work, if any, of a nature similar to but not required to be performed under this Section. 1. 02 Quality Assurance A. All materials and workmanship shall conform to the require- ments of the Contract Drawings and Specifications as well as Referenced Standards referred to herein and/or referred to by Codes, Ordinance Regulations, etc. , in force. B. Observe manufacturers ' , . producers ' , and the industry accepted temperature and weather condition limitations for the in- stallation of materials, products, systems, etc. C. The Contractor shall coordinate, cooperate, and provide necessary labor, equipment, forms, moulds, containers, etc. , �"', in conjunciton with testing of materials to verify compliance PART 2 - PRODUCTS A. Wrought Iron Style Work 1 . Wrought iron style railings and gates shall be con- structed of AISI Type 1017 steel stock and shall be firmly secured in place and made rigid. 2. All vertical pickets in railings shall be Y" square equally spaced and comply with codes in force but in no case shall spacing be more than 6 inches on center. 3. Square tubular sections shall be ASTM_A36 steel, hot dipped galvanized. B. Steel Pipe Columns 1 . Steel pipe columns shall be ASTM A36 steel fabricated to match existing. C. Protective Coatings 1 . All metals not presenting a factory finish shall be given one shop coat of rust inhibitive primer ex- cept that all items subject to exposure to the weather shall be hot dipped galvanized and given a shop coat. Exterior wrought iron AISI 1017 components need not be galvanized. D. Welding 1 . All welding shall be in accordance with AWS Standards with exposed surfaces ground smooth. E. Hardware 1 . All hardware for exterior wrought iron style work shall be hot dipped galvanized. PART 3 - EXECUTION A. Install all work in a true plane, level and plumb, stepping fencing on sloping grades. B. Install fencing where coring on sleeving is an approved method of installation using "Pour-rock" or similar expan- sive material intended for such use. C. All bolts and other exposed fasteners shall be hot dipped galvanized secured to resist working forces to which the members are subjected as well as the full strength of the members connected and/or secured in place. 1.11,Filed Sub-Bid ., A. All work under this Section is subject to Massachusetts General Laws, Chapter 149, Sections 44A through H inclu- sive, and a Filed Sub-Bid for such work shall be submitted , in appropriate form. B. All work under this Section is as required herein and as required on the following Contract Drawings unless specifically indicated to the contrary: Sheet No. Title T-1 Title Sheet X-1 Site Plan X-2 Site Plan Details X-3 Site Details A-1 Typ. Four Unit Building Plans 1st, 2nd, & Basement Floors A-2 Typical Four Unit Building Eleva- tions A-3 Six Unit Building Plans r 1st and 2nd Floors A-5 Six Unit Building Elevations 1. 09 Submittals -A. Submit a minimum of Six (6) copies of Shop Drawings and/or "` Product Data, etc. , for the following items to be installed under this Section for approval. 1. All fencing including gates, in plan and elevation showing grade changes. B. Submit a minimum of two Samples of the following items to be installed under this Section for approval. 1. Butt hinges. 2. 11" tempered steel wire gate spring for each gate. C. Submittals on other items may be required by the Architect. 1.10 Work Included A. Work under this Section includes but is not limited to the following at Buildings No. 1 through 12: 1 . New wrought iron style railings and gates at front porches and patios. 2. New wrought iron style railings and gates at Tot Lot. 3 . New column to match existing at center entry of Building No. 6. 4. All rough and finish hardware and welding required to complete fabrication and installation. 5. Shop painting. B. See Sections lA and 1C for Work Sequence and Areas. C. See Section 1K relative to model/sample installation requirements. with requirements of the Contract Documents, such testing to be paid for by the Contractor and accomplished by a Licensed Testing Laboratory selected by the Owner from three proposed by the Contractor. 1. 03 Delivery and Storage of Materials A. All materials shall be readily identifiable and be delivered in manufacturers/producers ' packaging complete with installa- tion and when appropriate, operating instructions. B. Store all materials so as to insure their suitability for incorporation in the work. 1. 04 Substitutions A. No substitutions shall be permitted if three manufacturers have been specified unless the Contractor can demonstrate through written evidence from such manufacturers that timely submission of required submittals and timely issuance of Purchase Orders would none the less result in a reasonable and measurable doubt that the approved Construction Progress Schedule could not be met unless substitution of another manu- facturer is permitted. B. No substitutions shall be permitted until and unless the Architect has been supplied by the Contractor with sufficient product data, samples, shop drawings, and other materials (all as required and determined by the Architect) for a pro- per evaluation of the quality of the proposed substitution with that which has been specified. 1. 05 Related Work A. Review all other Sections of the Specifications and coordinate the work under this Seciton with related work under. other Sections. 1. 06 Alternates A. Alternate work under Section 1B must be appropraitely ad- dressed by the entity responsible for the work under this Section. 1. 07 Temporary Facilities A. See Section lG-Temporary Facilities for information relative to the availability of and responsibility for temporary facilities. 1. 08 Guarantee A. See Section 1J for guarantee requirements for work installed under this Section which shall in no case be for less than one year from Substantail Completion. DIVISION 5 - METALS SECTION 5A - MISCELLANEOUS AND ORNAMENTAL IRON FILED SUB-BID REQUIRED PART 1 - GENERAL 1.01 Conditions, requirements, Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. B. Examine all site conditions including existing structures, all Contract Drawings, and all portions of the Project Manual including other Sections of the Specifications for requirements which may affect the work of this Section. C. Available Orignial Construction drawings for the project are available at the Housing Authority's main offices for review for whatever use Bidders may choose. Certain dis- crepancies between these drawings and actual conditions were noted in the Architect' s random review with such observed dis- crepancies being reflected in the Contract Drawings for the Modernization .of Florence Heights. The Contractor shall in- vestigate and evaluate all discrepancies between the Orginal Construction Drawings, the Contract Drawings for the Moderni- zation of Florence Heights, and all existing conditions in the field prior to submitting his bid. D. All work under this Section shall be in strict accordance with applicable portions of: codes, ordinances, regulations, etc. in force; the Reference Standards ; the recommendations of the manufacturer and/or producer of the materials, products, systems, etc. involved, and with the best trade practices and quality of workmanship of the industry. In the event of con- flict between any of the aforementioned, the matter shall be referred to the Architect whose decision shall be final and binding. E. The General Contractor shall perform all other required and/or incidental work, if any, of a nature similar to but not required to be performed under this Section. 1. 02 Quality Assurance A. All materials and workmanship shall conform to the require- ments of the Contract Drawings and Specifications as well as Referenced Standards referred to herein and/or referred to by Codes, Ordinance Regulations, etc. , in force. B. Observe manufacturers ' , producers' , and the industry accepted temperature and weather condition limitations for the in- stallation of materials, products, systems, etc. C. The Contractor shall coordinate, cooperate, and provide necessary labor, equipment, forms, moulds, containers, etc. , .,, in conjunciton with testing of materials to verify compliance B. Concrete block: For load bearing walls, shall conform to ASTM C90, Grade U-II for exterior work, Grade P-II for interior work, and made of sand and gravel aggregates. For non-load bearing walls, block conforming to ASTM C129 or similar grades may be used. C. Mortar: Shall conform .to ASTM C215, Type N made of cement, lime and sand, or masonry cement and sand. D. Cement Plaster: Per BIA recommendations including surface preparation and additives. PART 3- EXECUTION 3. 01 Laying A. All brick shall be laid in a full bed of mortar and be tied to backup by metal ties, or header units every sixth course. Common bond shall be used except that existing brickwork shall be matched. Concrete block shall have full shell bedding. New brickwork or masonry shall be toothed into and match in size, color, joints, and bond the existing brickwork insofar as possible. B. All new and repaired areas shall be cleaned and pointed upon completion. C. No masonry work shall be done when the temperature of the surrounding air is below 40 degrees F. 3. 02 Repointing A. Repointing of areas of the buildings shall be done as directed by the Architect. B. Before repointing, joints shall be raked out clean to a minimum depth of one-half inch (Y' ) and wetted. C. Mortar shall be as specified, color to match color of existing joints as closely as possible. D. Finish joint shall be tooled to a concave surface and/or match existing adjacent finished joints. 3. 03 Firestopping A. Install masonry and/or wire lath and plaster firestopping as required by codes in force. 1. 09 Submittals -A. Submit a minimum of Six (6 ) copies of Shop Drawings and/or Product Data, etc. , for the following items to be installed under this Section for approval. 1 . Brick mortar mix 2. Cement plaster mix 3'. Brick B. Submit a minimum of two Samples of the following items to be installed under this Section for approval. 1 . Brick to match existing chimnies. (Submit samples in field. ) C. Submittals on other items may be required by the Architect. . 1.10 Work Included A. Work under this Section includes but is not limited to the following: 1 . Provide all masonry work indicated on the Drawings, in the Specifications, elsewhere in the Contract Documents, and to fulfill their intent. 2 . Extension of chimnies including flue liners at all resi- dential buildings. 3. Repointing of a total of 200 square feet of exterior wall area where directed by the Authority. 4 . Total of fifty ( 50 ) square feet of cement plaster (two coat - 3/4" thick total) over existing masonry where directed by the Architect. 5. Remove all graffitti, "wash" stains (from existing painted aluminum siding) , etc. from exterior masonry surfaces of all buildings including one story building attached to Building No. 1. 1.11 Reference Standards A. Comply with the following: 1 . Recommendations of the Brick Institute of America including its Technical Notes on Brick Construction. PART 2 - PRODUCTS 2. 01 Materials A. Face brick: All new face brick required shall conform to ASTM C216, Grade SW of a type and color to match as closely as possible to that used on the existing structure. Brick used on horizontal surfaces also conform to ASTM C216, Grade SE. i I with requirements of the Contract Documents, such testing to be paid for by the Contractor and accomplished by a Licensed Testing Laboratory selected by the Owner from three proposed by the Contractor. 1. 03 Delivery and Storage of Materials A. All materials shall be readily identifiable and be delivered to manufacturers!/producers ' packaging complete with installa- tion and when appropriate, operating instructions. B. Store all materials so as to insure their suitability for incorporation in the work. 1. 04 Substitutions A. No substitutions shall be permitted if three manufacturers have been specified unless the Contractor can demonstrate through written evidence from such manufacturers that timely submission of required submittals and timely issuance of Purchase Orders would none the less result in a reasonable and measurable doubt that the approved Construction Progress Schedule could not be met unless substitution of another manu- facturer is permitted. B. No substitutions shall be permitted until and unless the Architect has been supplied by the Contractor with sufficient product data, samples, shop drawings, and other materials (all as required and determined by the Architect) for a pro- per evaluation of the quality of the proposed substitution with that which has been specified. 1. 05 Related Work A. Review all other Sections of the Specifications and coordinate the work under this Seciton with related work under. other Sections. 1. 06 Alternates A. Alternate work under Section 1B must be appropraitely ad- dressed by the entity responsible for the work under this Section. 1. 07 Temporary Facilities A. See SectionlG-Temporary Facilities for information relative to the availability of and responsibility for temporary facilities. 1. 08 Guarantee A. See Section 1J for guarantee requirements for work installed under this Section which shall in no case be for less than one year from Substantail Completion. DIVISION 4 - MASONRY Jow SECTION 4A - MASONRY WORK PART 1 - GENERAL 1. 01 Conditions, requirements, Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. B. Examine all site conditions including existing structures, all Contract Drawings, and all portions of the Project Manual including other Sections of the Specifications for requirements which may affect the work of this Section. C. Available Orignial Construction drawings for the project are available at the Housing Authority' s main offices for review for whatever use Bidders may choose. Certain dis- crepancies between these drawings and actual conditions were noted in the Architect' s random review with such observed dis- crepancies being reflected in the Contract Drawings for the Modernization of Florence Heights. The Contractor shall in- vestigate and evaluate all discrepancies between the Orginal Construction Drawings, the Contract Drawings for the Moderni- zation of Florence Heights, and all existing conditions in the field prior to submitting his bid. D. All work under this Section shall be in strict accordance with applicable portions of: codes, ordinances, regulations, etc. in force; the Reference Standards; the recommendations of the manufacturer and/or producer of the materials, products, systems, etc. involved, and with the best trade practices and quality of workmanship of the industry. In the event of con- flict between any of the aforementioned, the matter shall be referred to the Architect whose decision shall be final and binding. E. The General Contractor shall perform all other required and/or incidental work, if any, of a nature similar to but not required to be performed under this Section. 1. 02 Quality Assurance A. All materials and workmanship shall conform to the require- ments of the Contract Drawings and Specifications as well as Referenced Standards referred to herein and/or referred to by Codes, Ordinance Regulations, etc. , in force. B. Observe manufacturers ' , producers' , and the industry accepted temperature and weather condition limitations for the in- stallation of materials, products, systems, etc. C. The Contractor shall coordinate, cooperate, and provide necessary labor, equipment, forms, moulds, containers, etc. , in conjunciton with testing of materials to verify compliance i 3.08 DECIDUOUS TREES A. All dead and diseased branches shall be removed and disposed of off the site. Branches that cross over each other shall be pruned in accordance with the accepted practices of pruning. Trees specified shall be thinned out. All trees shall be fertilized accord- ing to accepted practices. Pruning should take :place for all maple trees in August. All others should be pruned in the Winter. 3. 09 EVERGREENS AND `-CONIFERS Remove all dead and diseased branches and dispose of off the site. Fertilize according to accepted practices. 3.10 REPLACEMENTS A. At the end of the maintenance period, all plant material shall be in a healthy growing condition. B. During the maintenance period, should the appearance of any plant indicate weakness and probability of dying, immedia- tely replace that plant with a new and healthy plant of the same type and size without additional cost to the Owner. C. Replacements required because of causes beyond control of the Contractor are not part of the Contract. D. Extension of maintenance period: continue the maintenance period at no additional cost to the Owner until all pre- viously noted deficiencies have been corrected, at which time the final inspection will be made. 3.11 SEEDING A. Install four inches of loam and seed at all areas dis- turbed by work under the contract that are not to re- ceive new loam and sod. 3.12 GUARANTEE - PLANT MATERIAL A. Guarantee all plant material including sod for one full year following inspection and acceptance. ,- 3. 04 SODDING OPERATIONS A. Prepare subsoil, spread loam, lime, and fertilizer and rake it in the proper order. The amount of lime and fertilizer to be used is to be determined by the re- sults of the soil tests taken as required by the .Architect. B. Moisten surface to be sodded before sod is set; care- fully handle sod to prevent loosening of loam from roots. Settle sod firmly in place, fill crevices with approved loam, tamp, roll and water surface. 3. 05 MAINTEANCE - PLANTING A. Protect and maintain new planting until planting is cam- plete. Water, weed, cultivate, mulch, tighten and re- pair guys, remove dead material, reset plants to proper grades or upright position, restore planting saucer, and other necessary operations. If any planting is done after lawn preparation, protect lawn areas and repair any damage resulting from planting operations. ..µ✓) B. Continue planting maintenance operations until ehe date of Substantial Completion. 3. 06 MAINTENANCE - LAWNS A. Begin maintenance immediately following last operation of installation for each portion of lawn. Protect and main- tain by watering, mowing and re-sodding as necessary to produce a uniform stand of grass. Continue maintenance until a uniform turf is established composed of grasses specified and until acceptance. A uniform stand of grass may be judged after new growth has reached 2" height and received three cuttings, 7 days (min. ) apart. B. Continue watering, weeding and lawn mowing operations until the date of Substantial Completion, after acceptance by the Architect of a uniform stand of grass in any area. 3. 07 PRUNING AND CARE OF EXISTING TREES A. All existing trees shall be protected from damages while work is being performed. B. Prune limbs from trees in the way of (over) trash re- "* moval truchks ' path to new dumpster areas. i 1 L. Cover all tree and shrub pits immediately after plant- ing with 3" (min.) layer of specified mulch. Limit of !��.•`" mtalch for trees shall be area of pit; for shrubs in beds, entire area of shrub bed. M. If rock or underground obstructions are encountered in plant pit excavation, remove obstructions to 3 ' (min.) ` below, grade and 12" (min. ) below bottom of ball or roots. 3,02 SPREADING OF TOPSOIL A. Rough grading of subsoil is specified in Section , B. Loosen and mix subgrade'material 2" to 4" deep. Remove stones over 2" , sticks and rubbish. Move no heavy objects j over planting areas and lawns after preparing subgrade surface. C. Apply lime to subsurface spread at a rate of 20 lbs. to 1000 sq. ft. D. Evenly spread and lightly compact loam to finish grades shown on the Drawings, allowing for settlement. Spread no muddy or frozen loam. Install a minimum of 12" of loam in all planting beds and in the garden plots, and .� 6" where lawns are indicated. E. Spread lime and fertilizer at a rate consistent with that determined by a certified soil testing agency such as the Waltham Field Experiment Station located in Waltham, MA. F. Apply fertilizer subject to the findings of the soil tests. Typically: Superphosphate - 25 lbs per 1000 sq. ft. 20-10-10 - 20 lbs per 1000 sq. ft. 3. 03 PREPARATION OF AREAS WITH UNCHANGED GRADES A. Where lawns are to be planted in areas that have not been altered or disturbed by excavation, grading or stripping operations, prepare soil for lawn planting as follows: Till to a depth of not less than 6" ; apply soil amend- ments and initial fertilizers as specified: remove high areas and fill in depressions; till soil to a homogeneous mixture of fine texture, free of lumps, clods, stones, roots, and other extraneous matter. 7. PART 3 - EXECUTED 3. 01 PLANTING OPERATIONS A. Plant nursery stock immediate) upon and approval b the Architect. P delivery to the site a pp Y If this is not feasible, heel-in material with damp soil to protect from sun and wind. B. Planting may be done whenever weather and soil conditions it are favorable or as otherwise authorized by Architect. C. Notify Architect prior to beginning planting operations. R4 , ? D. Excavate tree pits 2 ' diam. (min. ) and shrub pits 12" diam. t, (min. ) greater than ball of earch or spread of roots and sufficiently deep to allow for 6" (min. ) thick layer of planting mixture beneath ball or roots. E. Locate pits prepared and backfilled with planting mixture to grade prior to planting by staking and recording on plans for location when planting proceeds. F. Set plants in center of pits, plumb and straight, with crown of plant 1" lower, after settlement, than surround- ing finished grade. G. When B&B trees are set, compact topsoil mixture around bases of balls to fill all voids. Remove burlap, ropes or wires from tops of balls and tuck them down on the sides before filling in with loam. a H. Thoroughly compact planting mixture around roots or balls and water immediately after plant pit is backfilled. Form 3 a shallow basin slightly larger than g Y 9 pit with a ridge of sod to facilitate and contain watering. Cultivate soil in shrub beds, rake smooth and neatly outline after plating. Provide 12" (min. ) of loam between all shrubs and 6" (min.) between all ground covers. I. Stake trees as detailed. J. Wrap all deciduous trees immediately after planting. Wrap spirally from bottom to top and adequately secure. Over- lap wrapping approximately 2" and entirely cover trunk from ground to height of second branch: K. Prune each plant in accordance with American Association of Nurserymen standards to preserve natural character. Remove all dead wood, suckers, broken or badly bruised branches and 1/4 to 1/3 of wood. Prune with clean, sharp tools. Paint cuts over 1" in diam. with approved tree paint; cover all exposed cambium and living tissue. 6. densely foliated when in leaf, free of disease, insect pests, eggs, or larvae, with well developed root systems. E. If plants of specified kind or size are not available within a reasonable distance, substitutions may be made upon request, if approved by Architect. F. Plank Dimensions - conform to USDA Standard for Nursery Stock, latest edition, and as specified. Exceptions as follows: 1. Plants larger than specified may be used if approved by Architect at no increase in contract price. In- crease spread of roots or earth ball in proportion to size of plant. 2. Undersize plants (10% max.) in any one variety or grade may be used. Provide sufficient plants above size to make average equal to or above specified grade. Undersize plants shall be larger than average size of next smaller grade. G. Balled and burlapped (B&B) plants - dig with firm natural earth roots. Made balls are unacceptable. H. Container grown plants - grown in container long enough for root system to have developed sufficiently to hold its soil together firm and whole. Plants loose in container will not be acceptable. I. Protect B&B plants not planted immediately upon delivery with soil, wet moss, or other acceptable material. Pre- vent voids among roots with careful filling. Bind no plants with wire or rope so as to damage bark or break branches. J. Plants are subject to inspection and approval at place of growth or upon delivery for conformity to Specifications as to quality, size, and variety. Architect reserves right of inspection upon delivery at the site or during progress of work or right of rejection due to damage suffered in handling or transportation. Remove defective plants im- mediately from site. Plants to be accompanied by. State Nursery inspection certification, if required. 2. 04 INSPECTION A. Examine the areas and conditions under which work of this Sec- =`' tion will be performed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed until unsatisfactory conditions have been corrected. 5. Stakes - sound wood, uniform size, reasonably free of knots, capable of standing in ground 2 yrs. (min.) nominally 1 3/4" sq. or 2" diam. For guying - 30" long (min.) . For staking - 8 ' long (min. ) . Install as direc- ted. Stakes for tree pits shall be as detailed on the drawings. L. Wire '- pliable No. 12 to 14 ga. galvanized soft steel wire. M. Wrapping material - first quality, heavy, water-proof crepe paper manufactured for this purpose; not less than 4" wide. 2. 02 SOD A. Grass sod for lawn areas shall be commerically grown, mature in growth, and be predominately bluegrass contain- ing an admisture of chewing and/or red fescue grasses for shady locations. Kentucky bluegrass shall contain two and preferably three of the following improved strains such as Fylking, Baron, Warren A-20, Warren A-34, or Pennlawn. Pure Kentucky bluegrass is unacceptable. B. All sod shall be two years old (minimum) from time of original seeding. It shall be vigorous, well-rooted, healthy, and free from insects, diseases, weeds, stone, other grasses and all deleterious matter. C. Strip with approved equipment and cut as thinly as possible, allowing only sufficient thickness to allow strips to hold together well during handling, transporting, and rehandling. D. Roll or fold sod prior to lifting and handle in manner that will prevent tearing, breaking, drying or any other damage. 2. 03 PLANT MATERIALS A. Furnish all plant materials consistant with the kinds and sizes indicated on the Drawings. B. Furnish and plant all plants as per Drawings in quantities listed on plant materials list. C. All plants nursery grown unless authorized to be collected. D. Plants - in accordance with USDA Standard for Nursery Stock, latest edition, hardy under climatic conditions similar to locality of project,P 7 typical of species or variety, normal habit of growth, sound, healthy, vigorous, well-branched; 4, 2. Deliver no topsoil in frozen or muddy condition. B. Superphosphate - finely ground phosphate rock eighteen percent (18%) minimum available phosphoric acid. C. Bone meal - commercial raw bone meal, finely ground 1% nitrogen and 18% phosphorus acid (min. ) . D. Manure - well rotted, unleached, cattle manure, reasonably free of wood shavings, sawdust or other litter and no chem- icals or other ingredients harmful to plants. Dehydrated manure (Bovung) is acceptable. . E. Fertilizer - complete 50% (min. ) nitrogen derived from natural organic sources or ureaform. Percentages by weights: . 1. N - 5% P - 10°/0 K - 10% For plant materials 2. N - 200% P - 10% K - 10% For lawns Deliver mixed as specified in standard size, unopened con- tainers, showing weight, analysis and manufacturer. Store in a weather-proof place. If bulk spreading is authorized, provide Architect with notarized written affidavit certify- ing weight and analysis. F. Peat - domestic or imported, of partially decomposed vege- table matter of natural occurrence, brown, clean, low in content of mineral and woody material; mildly acid, granu- lated or shredded, free from weedy grasses, sedges or rushes. G. Lime - ground, dolomite limestone, 95% passing 100 mesh screen. H. Planting mixture - topsoil thoroughly incorporated with well rotted manure or equivalent dehydrated manure or bone meal and peat proportioned 1 c.y. to 7 c.y. topsoil. I. Mulch - aged pine bark consisting of the outer bark of pine trees with minimum hardwood bark. Bark shall be thoroughly mixed and aged in stock piles a minimum of 6 months, partial- ly decomposed, dark brown in color, and generally free of chunks of wood thicker than 1/4" . Aged pine bark containing an excess of fine particles will not be acceptable. J. Water - Provided by Contractor. Furnish hose, hose connec- tions, and accessories from furnished 'outlets. 3. 1.12 PRODUCT HANDLING ...' A. Delivery and storage: 1. Deliver all items to the job site in their original containers with all labels intact and legible at time of Architect's inspection. 2. Immediately remove from the site all plants which are not true to name, and all materials which do not com- ply with the specified requirements. 3.. Use all means necessary to protect plant materials before, during, and after installation and to pro- tect the work and materials of all other trades. 4. Replacements: in the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner. 1.13 JOB CONDITIONS A. Utilities: determine location of underground utilities and perform work in a manner which will avoid possible damage. Hand excavate as required. Maintain grade stakes set by others until removal is mutually agreed upon by all parties concerned. B. Excavation: when conditions detrimental to plant growth. are encountered such as rubble fill, adverse drainage con- ditions, or obstructions, notify Architect before planting. PART 2 -PRODUCTS 2. 01 General A. Loam - friable, typical of local cultivated topsoils con- taining 2/ (min. ) decayed organic matter (humus) , no toxic materials, from well drained, arable site, reasonably free of subsoil, stones, earth, clods, sticks, roots or debris. 1. Test for acidity, fertility and general texture by a recognized commercial or government agency. Report findings and recommendations to the Architect. Add soil .conditioners as per report findings and recom- mendations. 2. ..,r.-• - '----7-- i 1. 09 Submittals A. Materials List: submit a complete list of all mater- ials proposed for use in this work, demonstrating complete conformance with the requirements specified. j B. For all plant materials, submit a complete list show- ing each type, each source of materials, and the mea- sured size and number of each. C. Submittals on other items may be required by the Architect. 1.10 Work Included A. The work of this section consists of all Landscaping and related work as shown on the Drawings or required herein and includes, but is not limited to the follow- ing: 1 . Treatment of the Sub Grade 2. Finish Grading 3. Loaming 4. Soil Treatment 5. Sodding of Lawns 6. Planting of Trees and Shrubs 7. Pruning and Care of Existing Trees 8. Maintenance and Guarantees 1. 11 Quality Assurance A. All plant materials shall be true to name according to the latest Edition of "HORTUS III" . Each plant or bundle shall be tagged with the name and size of plants in accordance with the standards of the Ameri- can Association of Nurserymen (A.A.N. ) . In all cases, Botanical names shall take precedence over common names. B. Quality and size shall conform to the current edition of American Association of Nurserymen (A.A.N. ) for Number One grade nursery stock. C. All plants and materials shall comply with all Federal, State and local laws and regulations requiring inspec- tion for plant disease and insect control. with requirements of the Contract Documents, such testing to be paid for by the Contractor and accomplished by a Licensed Testing Laboratory selected by the Owner from three proposed by the Contractor. 1. 03 Delivery and Storage of Materials A. All materials shall be readily identifiable and be delivered in manufacturers/producers ' packaging complete with installa- tion and when appropriate, operating instructions. B. Store all materials so as to insure their suitability for incorporation in the work. 1.04 Substitutions A. No substitutions shall be permitted if three manufacturers have been specified unless the Contractor can demonstrate through written evidence from such manufacturers that timely submission of required submittals and timely issuance of Purchase Orders would none the less result in a reasonable and measurable doubt that the approved Construction Progress Schedule could not be met unless substitution of another manu- facturer is permitted. B. No substitutions shall be permitted until and unless the Architect has been supplied by the Contractor with sufficient product data, samples, shop drawings, and other materials (all as required and determined by the Architect) for a pro- per evaluation of the quality of the proposed substitution with that which has been specified. 1. 05 Related Work A. Review all other Sections of the Specifications and coordinate the work under this Seciton with related work under .other Sections. 1. 06 Alternates A. Alternate work under Section 1B must be appropraitely ad- dressed by the entity responsible for the work under this Section. 1 . 07 Temporary Facilities A. See Section lG-Temporary Facilities for information relative to the availability of and responsibility for temporary facilities. 1..08 Guarantee A. See Section 1J for guarantee requirements for work installed under this Section which shall in no case be for less than one year from Substantail Completion. DIVISION 2 - SITEWORK SECTION 2D - LANDSCAPE WORK PART 1 - GENERAL 1. 01 Conditions, requirements, Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. B. Examine all site conditions including existing structures, all Contract Drawings, and all portions of the Project Manual including other Sections of the Specifications for requirements which may affect the work of this Section. C. Available Orignial Construction drawings for the project are available at the Housing Authority' s main offices for review for whatever use Bidders may choose. Certain dis- crepancies between these drawings and actual conditions were noted in the Architect ' s random review with such observed dis- crepancies being reflected in the Contract Drawings for the Modernization of Florence Heights. The Contractor shall in- vestigate and evaluate all discrepancies between the Orginal Construction Drawings, the Contract Drawings for the Moderni- zation of Florence Heights, and all existing conditions in the field prior to submitting his bid. D. All work under this Section shall be in strict accordance with applicable portions of: codes, ordinances, regulations, etc. in force; the Reference Standards ; the recommendations of the manufacturer and/or producer of the materials, products, systems, etc. involved, and with the best trade practices and quality of workmanship of the industry. In the event of con- flict between any of the aforementioned, the matter shall be referred to the Architect whose decision shall be final and binding. E. The General Contractor shall perform all other required and/or incidental work, if any, of a nature similar to but not required to be performed under this Section. 1. 02 Quality Assurance A. All materials and workmanship shall conform to the require- ments of the Contract Drawings and Specifications as well as Referenced Standards referred to herein and/or referred to by Codes, Ordinance Regulations, etc. , in force. B. Observe manufacturers ' , producers ' , and the industry accepted temperature and weather condition limitations for the in- stallation of materials, products, systems, etc. C. The Contractor shall coordinate, cooperate, and provide necessary labor, equipment, forms, moulds, containers, etc. , '"* in conjunciton with testing of materials to verify compliance J. No vehicular traffic or loads shall be permitted on the newly completed pavement until adequate stability has been attained and the materials have cooled sufficiently to prevent distortion or loss of fines. 3. 11 Final Corrections A. Check all manhole covers, grates, valve boxes and similar structures for correct elevation and position and make, or have made, any necessary adjustmetns in such structures. B. All subgrades must be inspected and approved by the Archi- tect before paving, loaming or other site improvements are made. 3.12 Dust Control A. The Contractor shall employ methods and/or materials to prevent spread of dust. Chemical materials may not be used on subgrades of areas to be sodded or planted. 3. 13 Clean Up A. The Contractor shall remove all debris, construction equipment and scrap material from all areas within the limit of work prior to inspection for acceptance. B. Prepare existing driveway areas by treating all existing t cracks with applications of a state approved hot applied bituminous concrete crack sealer complying with Federal Specifications SS-S-1401. All execution shall be in strict accordance with the manufacturers written re- commendations. C. Clean all existing surfaces to be resurfaced of all foreign matter and loose material by means of power and/ or hand brooms. D. Immediately prior to laying of topping, spray apply a prime (tack) coat of MC-70 cutback asphalt at the rate of not less than 0. 1 and not more than 0. 2 gallons per sq. yd. to all surfaces to be resurfaced. Surfaces shall be taken in the preparation for and application of the prime coat at all edges of topping applications. E. Install a 1k inch rolled thickness of class I dense mix bituminous concrete topping (wearing course) to driveway areas required to be resurfaced. Install in accordance with Section 460 of the "Commonwealth of Massachusetts Department of Public Works 1973 Standard Specifications for Highways and Bridges" and the 1980 Supplemental Speci- fications thereto, excluding references to coursing and compensation. F. The gravel base shall be 8" deep for the Service road and 4" for walks, set to lines and grades shown on the draw- ings. G. For the purpose of testing the finished surfaces of the base course and the top course of compacted mixtures, a 10-foot straightedge shall be used. The straightedge shall be carefully applied immediately after the first compaction by rolling and, from then on, as may be necessary until and after the final compaction of the material in place. H. Any irregularities which vary 4 of an inch from the true surface in the finished surface shall be corrected. Any irregularities which vary 3/8 of an inch from a true surface in base or bottom course shall be corrected. Ir- regularities which may develop before the completion of rolling and while the material is still workable, may be remedied by loosening the surface mixture and removing or adding material as necessary. Any unsatisfactory ir- regularities or defects remaining after final compaction shall be corrected by removing and replacing with new material, as specified, to form a true and even surface. All minor surface projections, joints, and minor honey- combed surfaces shall be ironed out smoothly to grade, as may be directed. I . If, at any time before the final acceptance of the work, any soft, imperfect places or spots shall develop in the surface, all such places shall be removed and re- placed with new materials and then compacted until the edges at which the new work connects with the old be- comes invisible. B. Maintain all subgrades for site improvements in satisfac- tory condition, protected against traffic and properly drained, until the surface improvement is places. In areas to receive pavement or other surface materials, at top and bottom of embankments, along swales and else- where, place sufficient grade stakes to facilitate checking the subgrade levels. Correct all irregularities, compacting thoroughly any fill materials. C. Check all manhole covers, grates, valve boxes and similar structures for correct elevation and position and make, or have made, any necessary adjustments in such struc- tures. D. All subgrades must be inspected and approved by the Architect before paving, loaming or other site im- provements are made. 3. 08 Tree Protection A. Protect all existing trees that are 2�" caliper or larger and not specifically scheduled to be removed. Provide field stone wells or walls to lower or raise new finish grades and match existing at tree base and over root ball. 1. Mark wrap and protect all existing trees trunks and remain clear of branches when working within the proxi- mity of trees to remain. 3. 09 Concrete Walks - A. Construction of concrete walks, pedestrian walkways and terraces shall be 4000 PSI cement concrete. 1. Construction of concrete walks shall consist of the construction of 4" cement concrete walk placed on 4" gravel base to the required lines and grades shown on the drawings. Expansion joints shall be premoulded joint filler spaced at 30 ' maximum intervals. Control joints spacing shall be as shown on the drawings. Con- crete surface to have fine broom finish. B. Construction of concrete terraces shall consist of con- struction of 4" concrete terraces on 4" gravel base scored in 29" x 24" panels with fine broom finish unless otherwise shown. 3. 10 Bituminous Concrete Pavement A. Service road and walks pavement shall consist of a two- course, Class 1, Type I-1 dense mix laid in two courses, the base (binder) course lh" compacted thickness mixed with coarse aggregate, the top (wearing) course 1h" compacted thickness, mixed with fine aggregate. Thick- ness given herein for pavement are minimum compacted dimensions and not "average" thickness. in thickness. Take care not to disturb the pipe. Compact the remainder of the backfill thoroughly with a rammer of suitable weight or with an approved mechanical tamper to achieve compaction of ninety- five ( 95) percent as specified. 3. Trenches and utilities structures shall be backfilled with greatest care; only the suitable materials taken from the excavaton shall be used. No backfilling will be allowed around manholes or other masonry structures until the concrete or brick masonry has set sufficiently as determined by the Architect. Any additional fill materials required for backfilling to subgrades shall be graded fill or ordinary fill as specified. Backfill shall be compacted to ninety-five (95) per cent as specified under pavements and 90% in green areas. No mud, frozen earth or stone more than 6" in greatest diameter or other objectional material shall be used for refilling. Any selected material required for filling in addition to earth from trench excavation, shall be furnished and placed by the Contractor. 4. Where piping is laid in filled areas, place the fill before any pipe is laid and compact as specified to a depth of not less than two (2 ) feet above the pro- posed flow line of the pipe. A trench shall then be excavated to the required grade as specified. 3. 05 Interference A. The Contractor shall be responsible for maintaining clear- ance between adjacent pipes and between pipes and equip- ment as installed under this contract. If, for practical purposes of maintianing clearance for providing a more practical method of support, the Contractor proposes to route some of the more important piping in a manner other than indicated on the Drawings, a sketch of the proposed new routing shall be submitted for approval. 3. 06 Utility Service Lines A. Water, electrical, etc. services shall be as specified under Divisions 2,. 14 and 16. The excavating, trenching and backfilling for these utilities and other pertinent structures shall be done under this Section. B. Trenches for utility lines, including storm drainage and sanitary sewer, shall be excavated of all peat, silt . and other materials which the Architect deems not stable and backfilled with clean fill, compacted to form a stable foundation for laying the utility lines. 3. 07 Subgrade Information A. Bring all areas to required subgrade levels as specified and determined from the Drawings. fill materials or layers below it are frozen. 001%, 4. In confined area adjacent to footings and foundation walls and in utility trenches, the fill shall be com- pacted with hand operated vibration tampers. The maxi- mum lif* thickness shall be six ( 6 ) inches. The de- gree of compaction attained shall be equivalent to that attained in the adjacent open areas where heavy rolling equipment is used. 5. After the subgrade under exterior concrete slabs and paved areas has been shaped to line, grade and cross- sections, it shall be rolled with an approved power roller weighing not less than six (6 ) tons until thoroughly compacted. This operation shall include any reshaping, refilling or wetting required to obtain proper compaction. Any areas which subsequently settle shall be refilled to true subgrade and properly com- pacted. C. Placing Graded Gravel Fills 1. Base course under slabs on grade shall be placed to a total minimum thickness of six (6 ) inches of compacted fill, unless otherwise shown on the Drawings. 2. As gravel base course under all pavements unless other- wise called for. 3. Place gravel in six ( 6 ) inch maximum layers ; fill and compact each layer to ninety-five ( 95) percent maxi- mum dry density. D. Placing Graded Fills 1. Graded fill material as specified shall be placed under structures and pavements and drainage system as required. 2. Fills shall be placed in layers as noted above up to subgrade. Compaction shall be to ninety-five ( 95 ) percent of maximum dry density as specified. E. Deficiency of Fill Materials 1. Provide required additional fill materials as speci- fied if a sufficient quantity of suitable material is not available from the required excavation on the pro- ject site at no additional cost to the Owner. F. Fill and Backfill for Utilities . 1 . Backfill trenches only after pipe has been inspected, tested and locations of pipes and appurtenances have been recorded. 2. Each pipe section shall be laid on a six ( 6 ) inch minimum bed of sand or graded gravel borrow with no stone larger than three ( 3 ) inches as specified here- in above. Bed shall be shaped to gvie full and con- , tinous support to the lower one-third ( 1/3 ) of each pipe. Backfill by hand around pipe, and for depth of twelve ( 12 ) inches above the pipe, use sand or gravel and temp firmly in layers not exceeding six ( 6 ) inches water, to six inches ( 6" ) below bottom and to twelve inches (12" ) each side of pipe or wall (i.e. -manholes, catch basins, retaining walls) . E. If rock is encountered, the contract price shall be adjusted by the unit prices stated. The unit price for rock removal of the rock with suitable materials in ac- cordance with paragraphs on Fill, Backfill and Compac- tion at no added cost to the Owner. The Architect re- serves the right to adjust the propsed grades to conform to any rock conditions. 3. 04 Fills, Backfills and Compaction A. Samples and Testing 1. All fill material and its placement shall be subject to testing quality control. A qualified laboratory will be selected by the Owner to perform tests on materials. Initial costs of testing will be paid for by the Owner. Results and laboratory recommenda- tions shall be available to the Architect. However, if the tested material does not meet specification re- quirements, all subsequent testing until approved material is obtained will be paid by the Contractor. 2. Provide samples of each fill material from the pro- posed source of supply including on-site sources. Allow sufficient time for testing and evaluation of results before material is needed. Submit samples from alternate source if required. 3. The laboratory will determine maximum dry density and optimum water content in accordance with ASTM D-1557- Method D and the in-place density in accordance with ASTM D-1556. 4. Cooperate with laboratory in obtaining field sample of in-place materials after compaction. Furnish incidental field labor in connection with these tests. B. Placing Fills and Compacting 1 . Fill material shall be placed in horizontal layers not exceeding 12" for stair and wall backfilling, 6" for slabs and pavements and twelve (12 ) inch layers in lawn areas. Each layer shall be compacted to the per- centage of maximum dry density specified for the parti- cular type of fill and at a water content equal to op- timum water content plus or minus two ( 2 ) percent. The maximum dry density and optimum water content shall be as specified herein. 2. Where water content of the fill must be adjusted, the fill shall be thoroughly disked to insure uniform dis- tribution. 3. Areas to be filled or backfilled shall be free of construction debris, refuse, compressible or decayable materials and standing water. Do not place fill when 4. Grade the bottom of trenches evenly to have a constant pitch in the direction of flow and to ensure a uniform compacted thickness of selected material as called for. B. Existing services and utilities encountered shall be im- mediately repaired, protected and maintained in use. K. Rock Excavation A. The excavated material will be classified as rock only when the following conditions prevail. Use of explosives will not be permitted. 1. When the material cannot be broken and removed by power excavating equipment including rippers and requires the use of drilling and splitting. 2. Rock or stones in original ledge. 3. Hard shale or original ledge. 4. Boulders in excess of one (1 ) cubic yard in trenches. 5. Boulders in excess of two (2 ) cubic yards in open excavations. 6. Anything other is "earth" insofar as removal of the material to be excavated is concerned; also removal of paving and paving foundations and existing walls are not classified as rock removal. B. Note: - When during the process of excavation rock is + encountered, such materials shall be uncovered and freed of loose material, and the Architect shall be notified by the Contractor before proceeding further. The areas in question shall then be cross-sectioned as stipulated herein. The Contractor shall not proceed with excava- tion of material claimed as rock until the material has been classified by the Architect. Failure on the part of the Contractor to uncover such materials or notify the Architect or take cross-sections will forfeit the Contractor ' s right-of-claim to any credits. The quantity of rock to be removed shall be based on the pay line limits as established herein. The quantity of rock to be removed shall be approved by the Architect prior to re- moval. C. Complete current records of actual quantities of rock excavated, methods of excavation used and extent of labor and equipment involved shall be maintained, jointly by the Contractor and the Architect, shall be dated, signed by both and duplicated copies retained by the Architect for record. D. Excavate rock encountered in grading the areas outside the buildings to depth as follows: 1 . Under paved areas to six inches ( 6".) below the re- quired subgrade for such areas. 2. Under planting areas to twenty-four inches ( 24" ) below finished grade. 3. Under all steps, slabs and utility lines, such as ACCIDENT PREVENTION IN CONSTRUCTION of the Associated General Contractors of America, Inc. 4. Frost Protection - Make no excavations to the full depth indicated when freezing temperatures may be ex- pected unless the footing or slabs can be poured im- mediately after the excavation has been completed. Pro- tect the bottoms as excavated from frost, if placing of concrete is delayed,. with straw, tarpaulins or temporary heat until footings or slabs are poured and backfill is placed. 5. The Contractor shall control the grading around the build- ing structures so that the ground shall be pitched in or- der to prevent water from running into the excavated areas or prevent damage from other structures. The Contractor shall furnish all pumping required to keep excavated area clear of water during construction. Water shall be con- ducted into the existing drainage system. 6. Excavations for construction shall be made in a careful manner to protect the existing trees to remain. Particular care shall be given to root cutting to permit construction. I. Excavation for Site Improvements 1. Excavate to the lines and grades shown on the drawings and as specified to obtain the subgrades for the following items of work: a. Concrete paving, walks & patios. b. Service roads c. Bituminous concrete pavements and walks. d. Shrub bed areas- to twelve inches ( 12" ) below finished grade. e. Footings - to bottom of footings. f. Unspecified Site Improvements - to bottom elevation of item plus ample working space on all sides. J. Excavate for Utilities and Utility Structures A. Excavate to the lines and grades shown on the drawings and as specified herein to obtain the subgrades for the following items of work: 1 . All utility lines - six inches (6" ) below bottom of utility lines of structures. . 2. Trench for water pipe to provide a minimum of five feet ( 5' ) of cover above top of pipe. 3. Unless otherwise shown, provide separate trenches for each utility. Lay all piping in open trenches, ex- cept where tunneling is required. Excavation for structures and other accessories shall have sufficient clearances on all sides for proper installation. Ow beyond the depth and dimensions indicated on the drawings or specified herein, or if the foundation soils are disturbed by dewatering or other construction operation, or unsuitable materials are encountered and removed, the General Contrac- tor shall, at his own expense, refill with gravel compacted to ninety-five percent ( 95% ) of the maximum dry density at optimum moisture content or with concrete as determined by the Architect. D. When excavations have r-eached the prescribed depths, the Archi- tect shall be notified and will make an inspection of the conditions and approve the placing of foundation materials or structures. E. The Contractor shall obtain from the proper authorities lo- cations of all utilities within the scope of this work so that there will be no damage done to such utilities. Neither the Owner nor the Architect will be responsible for any such damage, and the Contractor shall restore any structure or utility so damaged without additional compensation. F. Attention is called to the fact that there are existing water pipes, gas pipes, drains and other utilities within the site. Written notification to the utilities involved shall be made at least ten ( 10 ) days prior to the commencement of any work. Prior to commencing any work, written clearance by the said agencies must be presented to the Owner. G. Wherever culverts, sewers, drains, manholes, catch basins, catch basin connections, water mains, valve chambers, utility tunnel, gas pipes, electric and telephone conduits, house service connections, or any other underground construction are encountered in excavating utilities or any other site work, they shall be protected and firmly supported by the Contractor, at his own expense, until the trench is back- filled and the existing structures are made secure. Injury to any such structures caused by or resulting from the Con- tractor' s operations shall be repaired at the Contractor' s expense. The authority having charge of any particular underground structure shall be notified promptly of injury to its structure. H. Excavation: 1 . Protect open excavations with fencing, warning lights and other suitable safeguards for both worker and public safety. 2., Shore, sheet or brace excavations and trenches are re- quired so as to maintain them securely and provide sheet- ing piling as necessary to protect adjacent existing structures and walls and prevent cave-ins. Remove shoring piling as the backfilling progresses but only when the banks, structures and walls are safe against caving. Any such shoring, sheeting or bracing shall be at the Contrac- tor' s expense. 3 . Comply with state, local and OSHA regulations or, in the absence thereof, with the provisions of the MANUAL OF utilizing basic log shapes and shall be approved for the use intended by the Manufacturer in the form of shop draw- ings bearing the stamp of an engineer registered in Massa- chusetts. PART 3 - EXECUTION 3. 01 Stripping Topsoil A. Stripping shall consist of the removal of all loam, mulch, peat and any materials unsuitable for fill to the full depth encountered below the original ground surface, as herein specified or directed by the Architect. Suitable loam shall be stockpiled where directed by the Architect. B. Materials not suitable for reuse and/or materials other than loam declared by the Architect to be excess shall be dis- posed of offsite at the Contractor ' s expense and as directed by the Architect. 3. 02 Grades and Elevations A. The drawings indicate, in general, alignment and finished grade elevations. The Architect, however, may make such adjustments in grades and alignments as are found necessary in order to avoid interference and to adapt to other special conditions encountered. Grading between indicated final grades shall be smooth, even surfaces, except as otherwise required. B. It shall be the responsibility of the Contractor to estab- lish lines and grades in conformity with the contract draw- ings. 3. 03 Excavation A. Excavation for footings and foundations will take into ac- count submerged (and possibly unrecorded) utilities. B. Excavate all materials to the elevations, dimensions and form as shown on the drawings and as specified for the con- struction of structures, wall, utility structures, utilities, site improvements and other structures necessary for the completion of the site work. All unsuitable materials within the indicated and specified limits shall be exca- vated and removed and refilled with graded fill as speci- fied under Products at no extra or other adjustment of the contract price. Unsuitable materials shall include the following: 1. Abandoned man made structures. 2. Peat, organic silt and other organic materials subject to decomposition, consolidation or decay. 3. Miscellaneous fill including cinders, ash, glass, wood, metal, and ledge. C. If any part of the excavation is carried through error approved by the Architect and meeting the following requirements to be used for general filling to subgrades other than specified above: 1. It shall be free of organic or other weak or compres- sible materials, of frozen materials and of stones larger than six ( 6 ) inches maximum dimension within two ( 2 ) feet of finished grade. 2. It shall be of such nature and character that it can be compacted to the specified densities in a reasonable length of time. 3. It shall be free of highly plastic clays of all materials subject to decay, decomposition or dissolution and of cinders or other materials which will corrode piping or other metal. 4. It shall have a maximum dry density of not less than one hundred ( 100) pounds per cubic foot. E. The Contractor shall furnish any and all fill and gravel for completion of the work of this Contract. F. Bituminous Concrete Pavement Bituminous concrete shall conform to Mass. DPW Standard Specifications for Highways and Bridges, for Type I-1 bit- uminous concrete. G. Concrete for walks, pedestrian walkways and terraces shall be 4000 psi cement concrete. H. Pavement Markings at Ball Courts 1. Paint markings for basketball court and handball court to comply with applicable sport regulations governing layout, configuration, line thickness, etc. 2 . Paint shall conform to Federal Specification TT-P-115c, Class A. Paint shall be "Zone Marking #388" by Martin- Senour, "Traffic Line" by Devoe, "Lion Clad Safety Zone Paint" by Benjamin Moore. I . Provide and install a new catch basin and sanitary sewer manhole as shown on the plans. All connections to existing pipes shall be made with appropriate fittings and adapters, cut and installed in existing pipe. 1 . The catch basin and manhole shall be precast, as shown . on the drawings and specified herein. 2. Furnish and install a manhole frame and cover marked "sewer" equal to the R-1640 series by Neenah or Architect approved equal by E. L. LeBaron or others. 3 . Furnish and install a square catch basin frame and grate equal to the R-1879-A6G by Neenah or Architect approved equal by E. L. LeBaron or others. J. Provide log retaining wall systems as manufactured by Pre- cast Inc. , Gray, Maine 04039, for locations and configura- tions shown on the plans. All layouts shall be formed shall be washed graded stone free of organic materials. Gradation shall conform to S.S.H.B. (The Commonweath of Massachusetts Department of Public Works, Standard Specifications of Highways and Bridges, latest Edition) Section M2. 01.2 as follows: U.S. Sieve No. Percent Passing Minimum Maximum 2 inches 100% --- lh inches 95% 100% 1 inch 35% 70% 3/4 inch 0% 25% B. Graded Gravel Fill - Gravel base as called for on the Draw- ings under pavements, slabs, retaining walls, and founda- tions shall consist of a well-graded sand and gravel, free from deleterious matter, loam and clay, meeting the follow- ing gradation requirements conforming to S.S.H.B. , Section M1 . 03. 0 having maximum stone size of 3" and AASHTO T-11 and T-27 , as follows : U.S. Sieve Size and No. Percent Passing Minimum Maximum 3 inches 100% --- � inch 50% 85% No. 4 40% 75% No. 50 8% 28% No. 200 0% 8% The Contractor shall submit to the Architect a sieve analy- sis from the independent recognized testing laboratory of the material he intends to utilize. No material shall be placed until approved by the Architect in writing. C. Grade Fill - Fill required for backfilling under concrete paving, and access road up to subgrade, shall consist of a well-graded sand and gravel borrow, free from deleterious matter, loam and clay, meeting the following gradation re- quirements conforming to S.S.H.B. , Section M1.03. 0: having maximum stone size of 2" . U. S. Bureau of Stans Percent Passing Sieve Size and Numb Minimum Maximum 2 inches 100% --- k inch 50% 85% No. 4 40% 75% No. 50 8% 28% No. 200 0% 8% D. Ordinary Fill- Well-graded, natural inorganic soil 1. 09 SCOPE OF WORK A. Provide all labor and materials, equipment and services necessary to complete the work under this Section, in- cluding but not limited to the following: 1. Spoiled material not suitable for fill shall be re- moved from the site .and disposed of. No burning on the site shall be permitted. 2. Removal and stockpiling of topsoil. 3. Excavating, filling and backfilling required for com- pletion of the project. The locations of existing underground utilities shown on the drawings are from the best available sources and are approximate only and are not guaranteed to be correct. The Con- tractor shall make necessary excavations for proposed electical lines, manholes, etc. However, if under- ground obstructions necessitate a change in location of the work, the Contractor shall thoroughly backfill the excavation and proceed with excavations at other locations approved by the Architect. 4. Fill material as required to be graded to meet final grades. 5. Campacting 6. Install barricades and safety devices or controls as necessary. 7. Protection of all exiting buildings, utilities, and im- provements from damage due to work of this Section. 8. Tree protection. B. The scope of work further consists of furnishing and in- stalling the following items of work and related items incidental thereto all as shown on the drawings and as specified herein: 1. Construction on 8" gravel base course for service road. 2. Construction of 4" gravel base course for sidewalks and terraces. 3. Construction of 4" cement concrete walks and terraces. 4. Bituminous concrete pavements. 5.. Layout and apply white paint stripes on finished clean bituminous pavement to delineate ball courts. 6. Construction of catch basin & sewer manhole. 7. Log retaining wall systems. PART 2 - PRODUCTS 2. 01 Materials A. Crushed stone to be placed behind retaining wall weepholes with requirements of the Contract Documents, such testing to be paid for by the Contractor and accomplished by a Licensed Testing Laboratory selected by the Owner from three proposed by the Contractor. 1. 03 Delivery and Storage of Materials A. All materials shall be readily identifiable and be delivered in manufacturers/producers ' packaging complete with installa- tion and when appropriate, operating instructions. B. Store all materials so as to insure their suitability for incorporation in the work. 1. 04 Substitutions A. No substitutions shall be permitted if three manufacturers have been specified unless the Contractor can demonstrate through written evidence from such manufacturers that timely . submission of required submittals and timely issuance of Purchase Orders would none the less result in a reasonable and measurable doubt that the approved Construction Progress Schedule could not be met unless substitution of another manu- facturer is permitted. B. No substitutions shall be permitted until and unless the Architect has been supplied by the Contractor with sufficient product data, samples, shop drawings, and other materials (all as required and determined by the Architect) for a pro- per evaluation of the quality of the proposed substitution with that which has been specified. 1. 05 Related Work A. Review all other Sections of the Specifications and coordinate the work under this Seciton with related work under. other Sections. 1. 06 Alternates A. Alternate work under Section 1B must be appropraitely ad- dressed by the entity responsible for the work under this Section. 1. 07 Temporary Facilities A. See Section lG-Temporary Facilities for information relative to the availability of and responsibility for temporary facilities. 1. 08 Guarantee A. See Section 1J for guarantee requirements for work installed under this Section which shall in no case be for less than one year from Substantail Completion. DIVISION 2 - SITEWORK SECTION 2€` - SITE WORK PART 1 - GENERAL 1. 01 Conditions, requirements, Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. B. Examine all site conditions including existing structures, all Contract Drawings, and all portions of the Project Manual including other Sections of the Specifications for requirement which may affect the work of this Section. C. Available Orignial Construction drawings for the project are available at the Housing Authority' s main offices for review for whatever use Bidders may choose. Certain dis- crepancies between these drawings and actual conditions were noted in the Architect' s random review with such observed dis- crepancies being reflected in the Contract Drawings for the Modernization of Florence Heights. The Contractor shall in- vestigate and evaluate all discrepancies between the Orginal Construction Drawings, the Contract Drawings for the Moderni- zation of Florence Heights, and all existing conditions in the field prior to submitting his bid. ` D. All work under this Section shall be in strict accordance with applicable portions of: codes, ordinances, regulations, etc. in force; the Reference Standards; the recommendations of the manufacturer and/or producer of the materials, products systems, etc. involved, and with the best trade practices and quality of workmanship of the industry. In the event of con- flict between any of the aforementioned, the matter shall be referred to the Architect whose decision shall be final and binding. E. The General Contractor shall perform all other required and/or incidental work, if any, of a nature similar to but not required to be performed under this Section. 1. 02 Quality Assurance A. All materials and workmanship shall conform to the require- ments of the Contract Drawings and Specifications as well as Referenced Standards referred to herein and/or referred to by Codes, Ordinance Regulations, etc. , in force. B. Observe manufacturers ' , producers ' , and the industry accepted temperature and weather condition limitations for the in- stallation of materials, products, systems, etc. C. The Contractor shall coordinate, cooperate, and provide necessary labor, equipment, forms, moulds, containers, etc. , in conjunciton with testing of materials to verify compliance grade elevations and layout. The Architect, however, may make such adjustments in grades and layout as 'AW are found necessary. 3. 02 Lightpole base and site equipment footings A. Locate lightpole base and site equipment footings as indicated on the site plan. Coordinate lightpole base with electrical contractor. B. Coordinate all new relocated equipment with other work being performed in other parts of the Contract DoQu- ments. 3. 03 Site Benches and Play Equipment A. Benches : Install in cement concrete footings where shown on the site plans. Stain wood members with two coats of stain as specified. B. Trash Receptacles : Locate where shown on the Site Plans. Permanently install by approved method as suggested by the Manufacturer. C. Play Equipment: 1 . Refurbished Equipment: Locate where shown on Site Plans in cement concrete footings. 2. New Equipment: Locate where shown on Site Plans and in- stall according to Manufacturers' instructions. D. Final locations for all site benches and play equipment shall be approved by the Architect. 3. 04 Chain Link Fencing and Gates A. Install true to line and grade where shown on the draw- ings. B. Post footings shall be as detailed ; forms for placing footings shall not be required. C. Construction shall be done by experienced personnel in accordance with best industry standards. 3. 05 Timber Curbs A. Construct as shown on the drawings, true and plumb. Distribute allowable defects in specified grades to best overall advantage and appearance. Treat all field cuts with preservative. 2. Grade sand to fully cover all play equipment founda- tions. 2. 06 Timber Curb A. Timber: Southern Yellow Pine, Grade #2 or better, preservative treated, graded for not less than 1100 PSI ; sound, well seasoned and straight grained free from shakes and large or loose knots with no de- cayed wood, worm holes or any defects which will impair its strength or durability for the purpose intended. Pieces of exceptionally light weight not acceptable. B. Timber preservative: Osmose K-33 C. Nails and fasteners: Hot dipped galvanized. D. Size of timbers as noted on the plans. 2. 07 Trash Receptablcles A. Provide trash receptacles as manufactured by Form Pro- ducts, a division of Wausau Tile, Inc. Receptacles shall be model C with Quaker Bronze low profile top or Archi- tect approved equal. To discourage tampering, the top must be lifted directly upward before it can be swung open. 1 . Container shall have a weatherstone finish with sand- stone color. 2. The weight (with low profile top) shall be approxi- mately 450 pounds and provide a 28 gallon capacity. 3. Each trash receptacle shall come with a light weight polyethelene plastic liner with 28 gallon capacity. 2. 08 Refurbish Existing Play Equipment to Remain A. Refurbish two (2 ) existing swing sets and relocate as indicated on dwg. X-1 . Each swing set shall receive new polyethylene swing seats as manufactured by the J. E. Burke Company or Architect approved equal. 1. All new swing seats shall also have new 4/0 chain sized for the swingset and new standard swing hangers, model 92 (sized for existing pipe ) . 2 . All damaged and missing support parts on swing set (after being relocated) shall be repaired or re- placed at no additional cost to the Authority. Sup- port legs shall be set into the ground in 3 ' -0" x 1" -0" diameter concrete footings set 6" below finish grade. PART 3 - EXECUTION 3. 01 General A. Grading and elevations: The drawings indicate the finished 2. Terminal and Corner Posts: 2k" OD, 3. 70 pounds per foot ; fabric shall be attached to these posts by means of a vinyl coated steel tension strip. 3. Line Posts: 2" OD, 2.73 pounds per foot; spaces not further than 10 '-0" apart; fabric shall be fastened to line posts with permafused No. 9 guage vinyl coated ties spaced approximately 12" apart. 4. Top & Bottom Rails: 1-5/8" OD, 2. 30 pounds per foot; top rail to run continuously through openings provided in the vinyl coated post tops. Each length shall be coupled with a vinyl coated sleeve coupling. Fabric shall be attached to rails with permafused No. 9 guage vinyl coated tie wires spaced approximately 12" apart. 5. Gates : 1-5/8 0 D, 2. 30 pounds per foot; fabricated to fit a 3 ' -3" clear opening typically unless otherwise noted on site plans ; gate frame shall be welded; frame shall be filled with the same fabric as the fence ; the fabric shall be fastened to the frame with coated fasteners (min. 3 per side) and tension rods. Heavy duty post hinges shall be furnished allowing a 90° swing into private yards. Gates shall be equipped with a vinyl-coated latching device that accomodate padlocking. D. The framework for the fencing at the handball court shall consist of polyvinyl chloride coating similar to item 2. 04.C. 1. Terminal and Corner Posts: 4" 0 D, 9. 11 pounds per foot ; fabric shall be attached to these posts by means of a vinyl coated steel tension strip. 2. Line Posts: 2� 0 D, 3. 70 pounds per foot; spaced not further than 10 ' -0" apart; fabric shall be fastened to line posts with permafused No. 9 guage vinyl coated ties spaced approximately 12" apart. 3. Top, Bottom and Intermediate Rails: 2" 0 D, 3. 70 pounds per foot ; top rail to run continuously through openings provided in the vinyl coated post tops. Each length shall be coupled with a vinyl coated sleeve coupling. Fabric shall be attached to rails with permafused No. 9 guage vinyl coated tie wires spaced approximately 12" apart. 2. 05 Sand for Tot Lot A. Sand: Consisting of clean inert, hard,, durable grains of quartz or other durable rock, free from loam or clay, surface coatings and deleterious materials. The allow- able amount of material passing a No. 200 sieve shall not exceed 10 percent by weight. Maximum particle size shall be 1/8 inch. 1. Provide sand to a minimum depth of 19 inches at edge of sand box and 22 inches in the center. manufactured by Mexico Forge Division of Kilgore Corp- oration. Each outfit shall consist of: a. 4�" 0 D galvanized steel post with sweep that off- sets baulboard 4 ' . b. Model 904-200 support with fan board, twin rim goal and chain net (weight 330 lbs. ) . c. All appurtenances for complete installation. 2. Locate one basketball outfit at each end of the basketball court ( layout per YMCA Standards for High School Court) and one outfit at the runaround along the service road. B. Turtle as manufactured by Form Incorporated, South Lyon, Michigan or Architect approved equal, shall be provided and installed at the tot lot. 1. Standing Turtle shall be 72 inches long, 53 inches wide, 32 inches high and weigh 750 pounds. Turtle shall be with muted color tone as selected by Archi- tect. 2. Sleeping Turtle shall be 51 inches long, 43 inches wide, 19 inches high and weigh 625 pounds. Turtle shell pattern shall be painted, color selection by Architect. 3. Provide for permanent installation per the manufac- turers ' recommendations. 2 . 04 Chain Link Fencing and Gates A. General: All materials new, conforming to ASSHTO-M181, vinyl coated by the permafused method ; black; 3 ' -8" high where shown on site plans and as detailed. (At handball court, fencing shall be 16 ' -0" high. ) B. Fabric: No. 9 guage after vinyl coating; woven into approximately 2 inch diamond mesh' base metal shall be a good quality galvanized steel to which a 7 mils. (min. ) coating of polyvinyl chloride had been bonded by the fusion method. The coating shall be applied evenly and free of blisters, with the bond between the vinyl coating and the steel wire equal to or greater than the cohesive strength of the vinyl. Fabric shall be furnished with knuckled selvages. C. Framework: The framework shall be thermal fusion coated with a polyvinyl chloride coating bonded to the metal surface. The coating shall be 10-15 mils. (min. ) ; color to match fabric. 1. At combination corner/clothes poles ; 3" 0 D, 4. 64 pounds per foot: provide a diagonal and bottom brace 1-5/8" O D, 2.30 pounds per foot at all fencing ab- butting the clothes pole. D. Clean-up: The Contractor shall remove all debris, con- struction equipment and scrap material from areas within the limit of work prior to inspection for acceptance. 1.12 Definitions A. ASTM - American Society for Testing Material. B. AASHTO - American Association of State Highway and Transportation OfficiAls. PART 2 - PRODUCTS AND MATERIALS 2. 01 Site Benches A. At tot lots provide and install two model 32-60 benches as manufactured by DuMor, Inc. , or Architect approved equal. Benches shall be 6 ' long with a one piece sqaure steel tubing frame. 1. Slats: 3" x 3" nominal Douglas Fir with clear preservative. 2. All fasteners shall be stainless steel or plated. 3. Bench indicated on the plans as type A-6. B. At the bus stop provide and install one model 38-80 bench as manufactured by DuMor, Inc. , or Architect approved equal. This bench shall be8" long with two supports. 1. Slates: 3" x 8" and 3" x 4" nominal dimension Doug- las Fir with clear preservative. 2. Bench indicated on the plans as type B-8. C. At the basketball court provide and install two model 36-80 benches as manufactured by DuMor, Inc. , or Architect approved equal. Benches shall be 8 ' long. 1. Slats: 4" x 4" nominal dimension Douglas Fir with clear preservative. 2. Bench indicated on the plans as type C-8. D. Provide for permanent installation per the manufactuers ' recommendations. 2. 02 Lightpole Base and Site Equipment Base A. Refer to electrical drawings and Section 16A-Electric for requirements and location of base. Coordinate this work with the Electrical Subcontractor and Utility Companies. B. Conduit seeps, mounting bolts and related items as re- quired to be supplied by others and installed under this section of the Specifications. C. Concrete: 4000 PSI. 2. 03 Play Equipment A. Basketball Outfit 1. Provide and install three ( 3) basketball outfits as 1. 09 Submittals - A. Submit a minimum of Six (6 ) copies of Shop Drawings and/or Product Data, etc. , for the following items to be installed under this Section for approval. 1. Each item listed under 1. 10-A B. Submit a minimum of two Samples of the following items to be installed under this Section for approval. 1. Color Samples. C. Submittals on other items may be required by the Architect. 1.10 Work Included A. Work under this Section includes but is not limited to the following: 1. Site benches 2. Light polebase and site equipment footings 3. Play equipment 4 . Chain link fencing and gates 5. Sand for tot lot 6. Timber curb (at playspace & tenant planters) 7. Trash receptacle 8. Refurbish existing play equipment to be relocated B. See Division 1, Sections lA and 1C for Work Sequence and Areas. 1.11 Job Conditions A. Site information: Data on indicated grades, utilities and other existing conditions are not intended as representa- tions or warranties of accuracy. B. Existing utilities: Locate existing utilities in areas of work. If utilities are to remain in place, provide ade- quate means of protection during installation of site im- provements. C. Protection: The contractor shall use all means necessary to protect the materials of this section before, during and after installation. In the event of damage, make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner. All work shall be executed in such a manner as to prevent any damage to existing streets, curbs, paving to remain, and adjoining properties. with requirements of the Contract Documents, such testing to be paid for by the Contractor and accomplished by a Licensed Testing Laboratory selected by the Owner from three proposed by the Contractor. 1. 03 Delivery and Storage of Materials A. All materials shall be readily identifiable and be delivered in manufacturers!/producers ' packaging complete with installa- tion and when appropriate, operating instructions. B. Store all materials so as to insure their suitability for incorporation in the work. 1. 04 Substitutions A. No substitutions shall be permitted if three manufacturers have been specified unless the Contractor can demonstrate through written evidence from such manufacturers that timely submission of required submittals and timely issuance of Purchase Orders would none the less result in a reasonable and measurable doubt that the approved Construction Progress Schedule could not be met unless substitution of another manu- facturer is permitted. B. No substitutions shall be permitted until and unless the Architect has been supplied by the Contractor with sufficient product data, samples, shop drawings, and other materials (all as required and determined by the Architect) for a pro- per evaluation of the quality of the proposed substitution with that which has been specified. 1. 05 Related Work A. Review all other Sections of the Specifications and coordinate the work under this Seciton with related work under. other Sections. 1. 06 Alternates A. Alternate work under Section 1B must be appropraitely ad- dressed by the entity responsible for the work under this Section. 1. 07 Temporary Facilities A. See Section lG-Temporary Facilities for information relative to the availability of and responsibility for temporary facilities. 1. 08 Guarantee A. See Section 1J for guarantee requirements for work installed under this Section which shall in no case be for less than one year from Substantail Completion. i DIVISION 2 - SITE SECTION 2B - SITE IMPROVEMENTS PART 1 - GENERAL 1. 01 Conditions, requirements, Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. B. Examine all site conditions including existing structures, all Contract Drawings, and all portions of the Project Manual including other Sections of the Specifications for requirements which may affect the work of this Section. C. Available Orignial Construction drawings for the project are available at the Housing Authority' s main offices for review for whatever use Bidders may choose. Certain dis- crepancies between these drawings and actual conditions were noted in the Architect ' s random review with such observed dis- crepancies being reflected in the Contract Drawings for the Modernization of Florence Heights. The Contractor shall in- vestigate and evaluate all discrepancies between the Orginal Construction Drawings, the Contract Drawings for the Moderni- zation of Florence Heights, and all existing conditions in the field prior to submitting his bid. D. All work under this Section shall be in strict accordance with applicable portions of: codes, ordinances, regulations, etc. in force; the Reference Standards ; the recommendations of the manufacturer and/or producer of the materials, products, systems, etc. involved, and with the best trade practices and quality of workmanship of the industry. In the event of con- flict between any of the aforementioned, the matter shall be referred to the Architect whose decision shall be final and binding. E. The General Contractor shall perform all other required and/or incidental work, if any, of a nature similar to but not required to be performed under this Section. 1. 02 Quality Assurance A. All materials and workmanship shall conform to the require- ments of the Contract Drawings and Specifications as well as Referenced Standards referred to herein and/or referred to by Codes, Ordinance Regulations, etc. , in force. B. Observe manufacturers ' , producers' , and the industry accepted temperature and weather condition limitations for the in- stallation of materials, products, systems, etc. C. The Contractor shall coordinate, cooperate, and provide necessary labor, equipment, forms, moulds, containers, etc. , in conjunciton with testing of materials to verify compliance Section 2A Roadway and Sidewalk Improvements Page 3 of 3 Bid Price Summary Sheet ITEM QUANTITY ITEM WITH UNIT BID PRICE UNIT PRI E AMOUNT WRITTEN IN WORDS Dollars Cents Dollars Cents 997 350 3" PVC Pipe (Laid as directed for utilities) , at per linear foot 506.1 200 Linear feet of GRANITE CURB TYPE VB, CURVED, complete in place, at per linear foot TOTAL PRICE For Items based on Estimated Quantities (Append this Bid Price Summary Sheet to the Form of Sub-Bid) 2A-10 Section La xoaaway ana siaewaix improvements Page 2 of 3 Bid Price Summary Sheet ITEM QUANTITY ITEM WITH UNIT BID PRICE UNIT PRI E AMOUNT WRITTEN IN WORDS Dollars Cents Dollars Cents 460 220 Tons of CLASS I BITUMINOUS CONCRETE PAVEMENT, TYPE I-1, for resurfacing, at per ton 506 500 Linear feet of GRANITE CURB TYPE VB, STRAIGHT, complete in place, (includes necc. excavation) at per linear foot 580 500 GRANITE CURB R & R Complete in place, at per linear foot 701 650 Square yards of CONCRETE SIDEWALK I COURSE using CLASS D CEMENT CONCRETE, complete in place, at per square yard 751 10 Cubic yards of LOAM BORROW, complete in place, at per cubic yard 765 50 Square yards of SEEDING, complete in place, at per square yard 2A Section 2A Roadway and sidewalk improvements Page 1 of 3 Bid Price Summary Sheet i ITEM WITH UNIT BID PRICE UNIT PRI E AMOUNT ITEM QUANTITY WRITTEN IN WORDS Dollars Cents Dollars Cents 120 250 Cubic yards of EARTH EXCAVATION, at (to include bit. conc. side- walk and bit. conc. across Florence Road) per cubic yard 141 150 TRENCH EXCAVATION, at (for underground utilities) per cubic yard 220 6 DRAINAGE STRUCTURE ADJUSTED, at i each 376.2 1 Relocate Hydrant (incl. all necc. fixtures, EXCAVATION, pipe, etc. ) complete in place, at lump sum 151 160 Cubic yards of GRAVEL for BASE COURSE, at per cubic yard Tons of CLASS I BITUMINOUS 420.1 45 CONCRETE BINDER COURSE TYPE I-1, for patching along curb, complete in place, at (and where grass areas have been removed) per ton 2A-8 j. When completed the walks shall be kept moist and protected from traffic and weather for at least 3 days in accordance with the applicable provi- sions of Sub-section 476.74 of the aforementioned specifications. k. Work under this item shall also include the construction of wheel chair ramps as shown on the plan. 3. Concrete will be paid for at the contract unit price per square yard complete in place. d. Item No. 151 Gravel Borrow. . . . . . . . . . . . . . . . . . . . . .C.Y. 1. Work to be done under this item shall conform to relevant paragraphs of Section 150 of the Standard Specifications for Highways and Bridges and the following. The maximum size of stone in the gravel shall be six inches as specified in Division 111, Sub-section M1. 03. 0 Type A of the aforementioned Standard Specifications. e. Item No. 420.1 Class 1 Bituminous Concrete Binder Course Type I-1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .TONS f. Item No. 460 Class 1 Bituminous Concrete Pavement, Type I-1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .TONS 1. Work under these two items shall conform to the requirements of Section 420 and Section 460 sub- ject to amendments thereto included hereinafter except that no mixture shall be placed when the air temperature in the shade and away from artificial heat is 40 degrees F. or less, except by written permission of the Engineer. 2. The work to be done under these items consists of constructing a pavement consisting of mineral ag- gregate, mineral filler and bituminous material, plant mixed and laid hot, all as specified in and in accordance with the provisions of Section 420 and Section 460 of the aforementioned Standard Specifications. 2A-7 2. The following specifications shall apply to both Item No. 701 concrete sidewalks 1-course using Class D Cement concrete and Item No. 701.1 concrete sidewalk at driveways using Class D Cement Concrete. a. Subgrade. The subgrade for the sidewalks shall be shaped parallel to the proposed sur- face of the walks and thoroughly compacted. b. Forms. Side forms and tranverse forms for sidewalks shall be smooth, free from warp, of sufficient strength to resist springing out of shape, of a depth to conform to the thickness of the proposed walk, and of a type satisfac- tory to the Engineer. c. All mortar or dirt shall be completely removed from forms that have been previously used. The forms shall be well staked and thoroughly braced and set to the established lines with their up- per edge conforming to the grade of the finished walk which shall have sufficient pitch to the roadside edge of the walk to provide for surface drainage but not to exceed k-inch per foot. d. All forms shall be oiled before placing concrete. e. Placing Concrete. The concrete sidewalks shall be placed in alternate slabs not greater than 20 feet in length unless otherwise directed and each section shall be completed by the end of a working day. f. Expansion Joints. The slabs for sidewalks shall be separated by preformed expansion joint filler and shall be ;-inch asphalt or bituminous type filler. g. Finishing. The finishing and jointing shall be as directed by the Engineer. No finishing operation shall be performed while free water is present. Finishing operations shall be de- layed until all bled water and water sheen has left the surface and the concrete has started to stiffen. The finishing of the concrete sur- face shall be done by experienced and competent cement finishers. h. Scoring. The surface of all concrete sidewalks shall be uniformly scored into units as directed by the Engineer. The depth of scoring shall be at least one eighth of the thickness of the sidewalk. i . Curing shall be in accordance with the appli- cable provisions of Sub-section 476.71 of the Mass. Dept. of Public Works Standard Specifications for Highways and Bridges. 2A-6 than five hundred ( $500) dollars. J . Acceptance and Final Payments 1. The Engineer shall, as soon as practicable after the satisfactory completion of the contract, make a final estimate of the amount of work done thereunder and the value of such work, and the Department shall, after the expiration of sixty=five (65 ) days from and after the day the work has been approved by the Party of the First Part forward to the Contractor a copy of the final es- timate together with an agreement form for his acceptance. After such acceptance has been filed with the Board of Public Works payments of the entire sum will be made, so found to be due thereunder after deducting therefrom all amounts to be retained under the provisions of the contract. All prior partial estimates and payments shall be subject to correction in the final estimate and payment. K . Scope of Work 1. The scope of work to be done under this proposal con- sists of Concrete Sidewalk construction, Roadway re- surfacing, granite curb and all related work in Florence Heights. , City of Northampton, as shown on plans. 2. General a. Bituminous pavement shall be cut with either a saw, cutting wheel or other mechanical means approved by Engineer. b. Item No. 405 Processed Gravel for Base Course. . . . .C.Y. 1. Gravel base course shall consist of processed gravel placed upon the subgrade as directed by the Engineer and in accordance with relevant pro- visions of Section 150 and Section 401. The ma- terial shall meet the requirements specified in the following Subsection of Division 111, Materials ; M1. 03. 1, Processed Gravel for Subbase. 2. Compensation for this work shall be determined only by the number of cubic yards of the above- described material hauled and placed as prescribed herein and the contract unit price per cubic yard under the item named above. c. Item No. 701 Concrete Sidewalk 1-Course Using Class D Cement Concrete. . . . . . . . . . . . . . . . . . . . . . . . . . .S.Y. 1. The concrete shall conform to the requirements of the Mass. Dept. of Public Works Standard Specifi- cations for Highway and Bridges for air entrained Class D Cement Concrete. Coarse .Aggregate for Cement Concrete shall consist of screened washed gravel stone. 2A-5 D. Insurance Requirements 1. Attention is directed to the provisions of Section 7. 05 which are included hereinafter. The coverages of the required public and property damage liability policies shall be as follows: Bodily Injury General Liability. . . . . . . . $100, 000/$300,000 Property Damage General Liability. . . . . . $ 50, 000 Bodily Injury Automobile Liability. . . . . $100, 000/$300, 000 Property Damage Automobile Liability. . . $ 50, 000 2. Attention is directed to Section 7. 05C wherein it stipu- lates that the insurance shall cover all damages to property whether above or below ground. E. Barricades and Warning Signs 1. Attention is directed to the provisions of Section 7 .10 which shall apply to this contract. F. Traffic Officer 1. Attention is direted to the provisions of Section 7.11 which shall apply to this contract. G. Protection and Restoration of Property 1. In addition to the requirements of Section 7.13, special care shall be taken to avoid damaging utility lines and services and the like wherever excavation and other work under this contract is in close proximity to same. H. Amendments of the Standard Specifications, Etc. 1. Amendments of the Standard Specifications for Highway and Bridges, 1973 edition, except where in conflict with other special provisions contained in this pro- posal, together with minimum dump truck rates as re- vised by the Department of Public Utilities, and minimum wage rates and health and welfare fund contributions as determined under the Provisions of the Massachusetts General Laws, Chapter 149, Section 26 to 27D, inclusive, all of which are on display at the Engineering Department, 125 Locust Street, Northampton, Mass. , are hereby included and made a part of this proposal. I . Partial Payments 1. The Engineer shall, once in each month, make an estimate in writing of the total amount of the work done to the time of such estimate and value thereof. The Party of the First Part shall retain ten per cent (10% ) of such estimated value as part security for the ful- fillment of this contract by the contractor, and shall pay monthly to the Contractor while carrying on the work, the balance not retained as aforesaid, after de- ducting therefrom all previous payments and all sums to be kept or retained under the provisions of this con- tract. No such estimate or payment shall be required to be made when, in the judgement of the Engineer, the work is not proceeding in accordance with the provisions of the contract, or when in his judgement the value of the work done since the last estimate amounts to less 2A-4 t 1. 02 Special Provisions A. Supplementing the Massachusetts Department of Public Works Standard Specifications for Highway and Bridges, 1973 edition, the following clauses relate in particular to this Contract: 1. Such amendments and addenda as may be attached hereto or referred to herein are hereby specifically made a part of the Special Provisions of this Contract as fully and to the same effect as if they had been set forth at length herein. 2. References in the following Special Provisions, unless otherwise stated, are to the aforesaid Standard Speci- fications. In case of conflict between these Special Provisions and the aforesaid Standard Specifications, amendments or addenda, these Special Provisions shall take precedence and shall govern. 3. The enforcement of the requirements of any of these Special Provisions shall not be construed as waiving any of the rights of the Party of the First Part con- tained in any of the other provisions of this Contract. B. Definition of Terms 1. Attention is directed to the provisions of Section 1. 00 and to the following revisions and amendments: Department. . . . . . . . . . . . . . .The Department of Public Works of the Commonwealth of Massachusetts, and, when applicable, the particular Department, Board, or offical of the City of Northampton authorized by the City to con- tract for the work involved. Engineer. . . . . . . . . . . . . . . . .The Engineer of Northampton acting directly or through an authorized representative acting within the scope of the particular duties entrusted to him. City. . . . . . . . . . . . . . . . . . . . .The City of Northampton acting through an authorized represen- tative, such representative act- ing within the scope of the particular duties entrusted to him. C. Construction (Stakes ) Staking 1 . All the requirements of Section 5. 07 regarding employ- ment by the Contractor of engineering personnel or the furnishing and setting of stakes by him are hereby waived by the City for this project. The City will fur- nish all engineering necessary to maintain lines and grades and accurate control for the work. 2A-3 H. The Scope of Work is generally as outlined below, it being understood that all incidental work required to conform with the intent of the Contract Documents is also to be provided: 1. The work under this Section is as generally indicated on the Contract Drawings and as required by the quanti- ties indicated on the Bid Price Summary Sheet included herein. 2. The three existing Grass Plots shown on Sheet No. DPW - #1 shall be fine graded and landscaped through work under other Sections of the Specifications with all rough grading to approximately four inches below finish grade accomplished under this Section. 3. All work in conjunction with the installation of the Underground Electrical Distribution System complete, from the Electric Pole designated as E24 across Florence Road through to and including the installation of all hand holes, pad mounted transformers, and new light poles as indicated on Sheet No. DPW - #2 is re- quired under this Section. This work also includes that required for the complete system installation, not limited to conduit, cables, concrete pads and other required mountings, testing and other incidental work, and all Electric Utility Company charges to which company' s standards the system shall be installed in strict accordance. I. All engineering, control and staking required for work under this Section and abutting work under other Sections shall be provided, established, and maintained by the Engineer. Any discrepancies between information given on the drawings describing the work under this Section, other Site Contract Drawings, and field conditions shall be reconciled by the Engineer in the field as necessary. J. The Contractor shall coordinate the work of this Section with that required under other Sections with special em- phasis upon work to be accomplished under Divisions 2, 15 and 16. 2A-2 DIVISION 2 - SITE WORK SECTION 2A - ROADWAY AND SIDEWALK IMPROVEMENTS FILED SUB-BID REQUIRED PART 1 - GENERAL 1. 01 Conditions, Requirements, Etc. A. The work under this Section of the Specifications is to be accomplished with funds provided by the City of Northampton. Except as noted herein, all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. B. Examine all site conditions including existing struc- tures, all Contract Drawings, and all portions of the Project Manual including other Sections of the Specifi- cations for requirements which may affect the work of this Section. C. Available Original Construction Drawings for the pro- ject have been provided for whatever use bidders may choose. The Contractor shall investigate and evaluate all discrepancies between the Original Construction Drawings, the Contract Drawings for work under this Section, and all existing conditions in the field prior to submitting his bid. D. All work under this Section shall be in strict ac- cordance with applicable portions of : codes, ordinances, regulations, etc. in force; the Reference Standards ; the recommendations of the manufacturer and/or producer of the materials, products, systems, etc. involved, and with the best trade practices and quality of workman- ship of the industry. In the event of conflict between any of the aforementioned, the matter shall be referred to the Engineer whose decision shall be final and binding. E. All work under this Section is subject to Massachusetts General Laws, Chapter 149, Sections 44A through H inclu- sive, and a Filed Sub-Bid for such work shall be sub- mitted in appropriate form. F. All other required and/or incidental Roadway and Sidewalk Improvements, if any, shall be performed by the General Contractor. G. All work under this Section is as required herein and as required on the following Contract Drawings unless specifically indicated to the contrary: Sheet No. Title DPW-1 Construction Plan #1 DPW-2 Underground Utility Plan #2 2A-1 R. It is not intended that the Drawings and Specifications show every detail of the Work, but the Contractor shall be required to furnish within the Contract Sum all material and labor necessary for completion of the Work in accor- dance with the best standard practice of the construction industry in accordance with the intent of the Drawings and Specifications. S. All mechanical systems within habitable or occupied spaces shall be enclosed. When ceilings must be dropped or walls thickened for installaiton of mechanical systems at places other than those shown on the Drawings, the Architect shall be consulted for his determination of the extent of the areas to be dropped or thickened with the view of avoiding "Pilaster" or "Beam" like enclosures. T. At the completion of the Work, the Contractor shall clean and polish all finish floors, vacuum all carpeting, wash all finish surfaces requiring same, clean all glass and acceptably prepare for inspection occupancy. U. In the event that an area of work required for compliance with the intent of the Documents is not clearly defined, the requirements of HUD' s Minimum Design Standards and that Agency' s manual of acceptable practices will be the minimum standard of compliance for work required under the Contract. V. The Contractor shall submit to the Architect all technical ' data, cuts, samples, and other pertinent information re- quired to evaluate any and all items (materials, equipment, systems, etc. ) which the Contractor wishes to submit for approval as complying with the Contract Documents. In ad- dition, when requested by the Architect, the Contractor shall submit the same information on the specific item (of the manufacturer) originally specified to aid the Architect in required evaluation. W. The term "Product" as used in these Contract Documents refers to materials, systems, and equipment provided by the Contractor. The term "Project Manual" as used in these Contract Docu- ments includes bidding requirements, Conditions of Contract and specifications. X. Construct the work so as to minimize inconvenience to the public, the residents of Florence Heights, and the Northampton Housing Authority. Y. In case of ambiguity between any of the Contract Documents, the better quality and/or the greater number will be re- quired. G. The Contractor shall immediately notify the Architect of the delivery of all permits, licenses, certificates of inspection, of approval, of occupancy, etc. , and any other �. such instruments required under codes by authorities having jurisdiction, regardless of to whom issued, and shall cause them to be displayed to the Architect for verification and recording. H. All materials, equipment, work and installations shall be in strict accordance with the State Building Code and all peritnent Federal, State and local codes, laws, and ordi- nances, which requirements have precedence over the speci- fications shall be referred to the Architect. I. All matters not herein covered shall be dealt with in ac- cordance with the custom and usage in the construction in- dustry. J. The Contractor shall pay for all required licenses and permits and shall include same in his bid. The Contractor and his subcontractors shall "sign on" at the appropriate governmental agencies having jurisdiction prior to com- mencing the work and assume all responsibilities attached thereto. K. Time is of the essence of this contract. L. Unless specifically indicated otherwise in the Contract Documents, use of the word "install" or similar language shall carry with it the implied meaning that such items to be installed shall also be supplied by the Contractor. In the same manner, use of the word "provide" or similar language shall carry with it the implied meaning that such items to be provided shall also be installed by the Contractor unless specifically indicated otherwise in the Contract Documents. M. The Architect reserves the right to require shop drawings of any and all portions of the work at any scale up to full size even though individual divisions of the Speci- fications may not require same. N. The Architect retains the right to select any and all colors and finishes of all portions of the work, be they prefinished or field finish. O. The words "shall" or "will" mean "must" as used in these Contract Documents. P. The Contractor shall obtain the approval of the local Fire Department prior to ordering finish materials. Q. The basis for partial payments under the Contract will be subject to the approval of the Architect and be based upon dividing the work into easily verifiable quantitative units against which costs of such work are to be charged. DIVISION 1 - GENERAL REQUIREMENTS l SECTION 1L - SUPPLEMENTARY GENERAL REQUIREMENTS PART 1 - GENERAL 1. 01 Conditions, Requirements; Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. B. It has been attempted to indicate on the Drawings and in the Specifications what existing items are to be removed, what are to remain, and what new work is required to ful- fill the intent of the Contract Documents. It shall be incumbent upon the Contractor to visit the site and determine what is existing, its condition, and what will be required to accomplish the work intended by the Contract Documents. The submission of a Bid by the Contractor will be held as incontrovertible evidence that he has accom- plished the aforementioned. Selective investigatory demolition by the Contractor will be allowed in unoccupied spaces with the permission of the Northampton Housing Authority. No increase in the Contract Sum will be per- mitted as a result of the contractor' s failure to accom- plish any or all of the above requirements. C. The Contractor shall employ a competent Licensed Builder with at least five years rehabilitation experience on similar building types as superintendent who shall be in responsible charge of the work and have full time daily supervision of same. D. All work shall be performed in accordance with the best practice of the construction industry. The work shall comply with the Contract Documents and with all the applicable codes, laws, regulations, and ordinances wherever applicable. The most stringent of all the fore- going shall govern. E. The Contractor shall have all work inspected by local, state, federal and any other authorities having jurisdic- tion over such work, prior to enclosing work; and shall maintain written evidence of such inspection for review by the Architect. F. Manufacturer' s directions and recommendations shall be strictly followed in the installation of all materials and systems and all items incidental to their proper installation shall be supplied as if specifically called for. DIVISION 1 - GENERAL REQUIREMENTS SECTION 1K - MODEL APARTMENTS PART 1 - GENERAL 1. 01 Conditions, Requirements, Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. 1. 02 Model Apartment A. As soon as possible after signing the Contract, the Con- tractor shall perform complete Modernization Work within one typical apartment for the purpose of establishing the required standards of materials and workmanship and to verify the feasibility of the Contractor' s scheduling and method of operation. The apartment shall be that selected by the Authority. The Detailed Operational Plan shall include scheduling work under this Section. B. This sample apartment shall be inspected by the Architect and representative(s ) of the Authority. Upon approval by the Authority, the sample apartment will establish the standards required for all subsequent work. It is required that each subsequent apartment be of equivalent or higher quality than the aforementioned standard installations to the end that repeated reference back to the original apart- ment will not be required. 1. 03 Other Model/Sample Installations A. The Architect may require other model/sample installations which shall be promptly installed at no cost to the Owner. DIVISION 1 - GENERAL REQUIREMENTS SECTION 1J - GUARANTEE PART 1 - GENERAL 1. 01 Conditions, Requirements,.- Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. 1. 02 Guarantee A. The Contractor shall in writing, guarantee all labor and material under this Contract to be free from defects or errors in workmanship or installation for a period of one year from date of substantial completion. The Contractor shall also indemnify the Authority and Archi- tect for any damage to the property that may result by reason of the defects which rendered such repairs neces- sary, and defend any suits brought against the Authority and Architect for alleged infringement of patents by any methods by construction or appliances or material furnished under the contract, paying any damages or costs that may be awarded against the Authority and Architect as a result of such suits, free of all expenses to the Authority and Architect. SCHEDULE OF PREDETERMINED UNIT PRICES ITEM COST Pest Control $27. 00 per apartment per treatment Provide pest control as described below under the HUD Consolidated Supply Program. Contractor: XX Term Inc. 42 Old Barn Road West Sringfield, MA 01089 First Treatment: RFF Spectrum method including fogging, aerosol flush, and residual spray throughout apartments and cellars after removal work and prior to commencement of installation of new work. Second Treatment: Drilling of "wet" walls in kitchens and bathrooms and wherever deemed necessary and spraying control agent in powder form into walls. Apply Gencor, Max Force, and Roach Motels also. Treatments after in- stallation of new work but prior to com- mencement of interior painting or at other time approved by the Authority. Third Treatment: A combination of elements of the first two treatments as required after modern- ization work is complete and prior to tenant occupancy. Schedule: Initially perform work in unoccupied buildings (approximately 26 apartments) followed by other units as they become available. INCLUSION IN PROPOSED CONTRACT PRICE ALL GENERAL BIDDERS SHALL INCLUDE IN THE PROPOSED CONTRACT PRICE THE AMOUNT OF FOUR THOUSAND AND FIFTY ( $4, 050 ) FOR PEST CONTROL UNDER THIS SECTION COMPUTED AT THE RATE OF $27. 00 FOR EACH OF THREE ( 3 ) TREATMENTS TO BE ACCOMPLISHED AT A TOTAL OF FIFTY APARTMENT UNITS. DIVISION 1 - GENERAL REQUIREMENTS SECTION lI - PREDETERMINED UNIT PRICES PART 1 - GENERAL 1. 01 Conditions, Requirements, Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. 1. 02 Scope A. The cost of all work based upon Predetermined Unit Prices for items of work set forth in the Schedule of Predetermined Unit Prices attached shall be included in the General Bidder' s Proposed Contract Price. 1. 03 Duration A. The Predetermined Unit Prices have been computed taking into consideration the price escalation during the life of this contract. No changes in the predetermined prices, whether ADDITIONS or DEDUCTIONS, will be permitted, except as otherwise authorized by Change Order. 1 . 04 Performance A. Performance of work which is not required under this section or which is not authorized by Change Order, whether or not such work items is set forth hereunder as a Unit Price item, shall not be considered cause for any extra payment on account of the Contract. The Contractor will be held fully responsible for such unauthorized work, including the performance of all cor- rective measures required by the Authority. of all finishing trades where needed, whether or not cleaning by such trades is their respective specifications. E. Repair, patch and touch up marred surfaces to specified finish to match adjacent surfaces. F. Clean and polish glass on both sides. Clean plastic glazing (if any) on both sides in accordance with the manufacturers' directions. C. Do the final cleaning of ceramic tile, resilient floors, and wood floors in the mariner specified and/or the best trade practices of the industry. H. Leave all architectural metals, hardware, and fixtures in undamaged, polished conditions. I. Leave pipe and duct spaces, plenums, furred spaces and the like clean of debris and decayable materials. J. In cleaning items with manufacturer' s finish or items pre- viously finished by a Subcontractor, care shall be taken not to damage such manufacturer' s or Subcontractor' s finish. In cleaning glass and finish surfaces, care shall be taken not to use cleaning agents which may stain adjoining finish surfaces. Any damage to finishes caused by cleaning opera- tions shall be repaired by the Contractor at his own expense. K. Broom clean exposed concrete surfaces and paved surfaces. Rake clean other surfaces of grounds. L. Before turning over the completed work to the Housing Author- ity, the Contractor shall remove from site, at his expense, all debris of any nature caused by his work and he shall leave the premises thoroughly clean to the satisfaction of the Housing Authority. DIVISION 1 - GENERAL REQUIREMENTS SECTION 1H - CLEANING UP 1. 01 Conditions, Requirements, Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the contractor. 1. 02 Cleaning During Construction A. Conduct cleaning and disposal operations to comply with local ordinances and anti-pollution laws: 1. Do not burn or bury rubbish and waste materials on pro- ject site. 2. Do not dispose of volatile wastes such as mineral spirits, oil, or paint thinner in storm or sanitary drains. 3. Do not dispose of wastes into streams or waterway. B. Wet down dry materials and rubbish to lay dust and prevent blowing dust. C. Do not allow materials and rubbish to drop free or be thrown from upper floors, but remove by use of the material hoist or rubbish chutes. D. Provide on-site containers for collection of waste materials and rubbish. E. Vacuum clean interior building area when ready to receive finish painting, and continue vacuum cleaning on an as- needed basis until building is ready for Substantial Com- pletion or occupancy. F. Schedule cleaning operations so that dust and other contami- nants resulting from cleaning process will not fall on wet, newly painted surfaces. G. At end of each day' s work remove waste materials and rubbish from site and legally dispose of it at public or private dumping areas off the Owner' s property. 1. 03 Final Cleaning A. Employ experienced workmen or professional cleaners for final cleaning. B. Employ only cleaning materials recommended by manufacturer on surface to be cleaned. C. In preparation for Substantial Completion or occupancy, conduct final inspection of sight-exposed interior and exterior surfaces. D. Remove grease, dust, dirt, stains, labels, fingerprints, and other foreign materials form sight-exposed interior and exterior surfaces. This includes cleaning of the work C. The General Contractor shall supply temporary lighting and power and shall pay the cost of electrical energy consumed by all trades until Substantial Completion where temporary electrical work is necessary. D. The General Contractor, at his own expense, shall main- tain all lamps in operating condition. The Contractor, and each Subcontractor,- shall furnish their own extension cords and all additional lamps as may be required for their work. E. All lamps installed in permanent lighting fixtures which are used as temporary lights during the construction period shall be removed and replaced shortly before Sub- stantial Completion by the set of lamps required to be provided in Section 16A, Electrical Work. F. The General Contractor shall dismantle and completely re- move from the project site all temporary electrical facili- ties only when the permanent electrical system has been installed and is in operation. 1.13 Fire Protection A. The General Contractor shall take all necessary precautions to insure against fire during construction. He shall be responsible that the area within contract limits is kept orderly and clean and that combustible rubbish is promptly removed from the site. B. Fire protection shall be in accordance with the require- ments of Industrial Bulletin No. 12, Division of Industrial Safety, Department of Labor and Industries, Commonwealth of Massachusetts. 1. 14 Hoisting Facilities A. The General Contractor shall provide, operate, and remove material hoists, cranes and other hoisting apparatus and shall do all hoisting as required for the performance of the work by all trades. All such hoisting service shall be without charge to the Subcontractors. 1.15 Noise and Pollution Control A. All work performed under the Contract shall conform to the requirements of Chapter 11, Section 31 C and Section 142 D of the General Laws, and Rules and Regulations adopted thereto by the Commonwealth of Massachusetts, Department of Public Health. 8. Within 30 calendar days after his award of contract, the Contractor shall submit in writing to the Awarding Authority for approval three (3 ) copies of his proposed methods for "Weather Protection. " B. When an existing or specified permanent heating system is used for temporary heating, the General Contractor must comply with the following conditions: 1. The Contractor shall pay the costs of all fuel and electricity required for temporary heating until Sub- stantial Completion. 2. The Contractor shall be in charge of and provide all labor required for the attendance, operation and final restoration of the permanent system is used for tempor- ary heating purposes. 3. The,--Contractor shall provide final cleaning and any re- pairs or replacements necessary to restore the permanent system to perfect condition at the time of Substantial Completion. C. Responsibility for Weather Protection 1. The entire responsibility for weather protection during construction until Substantial Completion, shall be as- sumed by the General Contractor, who shall be liable for any damage to any work caused by his failure to supply proper weather protection and proper ventila- tion as required. 2 . Any work damaged by frost shall be removed and replaced by the General Contractor at his own expense and as directed by the Architect. 3. It is to be specifically understood that the Contractor shall do no work at any time or under any condition which he deems unsuited to the perfect execution of the Work. This provision shall not be interpreted as constituting any waiver, release or lessening of the General Contractor' s obligation to bring the work to Substantial Completion within the period of time set forth in the Agreement. 1.12 Temporary Electricity A. The General Contractor may make use of the electrical systems available at the site provided that he will sup- ply the proper adapters and extension cords. Where heavy duty electric equipment drawing a current in excess of 15 amp. is involved, he shall provide temporary elec- tric work to supply the power. B. All temporary electrical work shall be installed in con- formity with the National Electrical Code and in accord- ance with State Laws and requirements of the applicable power company under the supervision of a Master Electri- cian. t. „ 1.11 Weather Protection A. The General Contractor shall provide weather protection in accordance with Chapter 497 of the Acts of 1970 and with the "Weather Protection Standard” established by the Director of Building Construction. 1. It is the intent of these specifications to require the Contractor to provide temporary enclosers and heat to permit construction work to be carried on during the months of November through March in compliance with Chapter 497 of the Massachusetts General Laws of 1970. These specifications are not to be construed as requiring enclosures or heat for operations that are economically infeasible to protect in the judge- ment of the Awarding Authority, such items as Site Work, Excavation, Roofing and similar operations. 2. He is also required to provide a minimum temperature of 700 fahrenheit to all occupied areas of the project, if the existing permanent heating system cannot be utilized or if the work requires a shutdown of the existing system. 3. "Weather Protection" shall mean the temporary protec- tion of that work adversely affected by moisture, wind and cold, by covering, enclosing and/or heating. This protection shall provide adequate working areas to per- mit the continuous progress of all work necessary to maintain an orderly and efficient sequence of construc- tion operations. The Contractor shall furnish and in- stall all "weather protection" material and be respon- sible for all costs, including heating required to main- tain a minimum temperature of 500 fahrenheit at the work- ing surface. This provision does not supersede any spe- cific temperature requirements for items/methods of con- struction and/or curing of materials. 4. Unit heaters, if used, shall be of the smokeless type and be installed and operated in such a way that they will not damage finished work or endanger the health and welfare of the occupants. Salamanders shall not be used. 5. The Contractor may, with the approval of the Housing Authority, elect to utilize the permanent heating system, existing or newly installed and tested, for temporary heating. 6 . Installation of weather protection and heating devices shall comply with all safety regulations including pro- visions for adequate ventilation and fire protection devices. 7. The Contractor shall provide thermometers at places designated by the Awarding Authority in order to de- termine if specified temperatures are maintained. =oil 111111 staging, and planking over 8 feet in height, as required for the use of all trades for the proper execution of their work. B. The Contractor shall furnish, install, maintain, and remove all temporary ramps, stairs, ladders and similar items as required for the use of all trades for the exe- cution of their work. 1. 09 Temporary Protection A. The Contractor shall: 1 . Protect excavations, trenches, building and materials at all times from rain water, ground water, backing-up or leakage of sewers, drains or other piping and from water damage of any origin; provide all pumps, piping, covering, and other materials and equipment as re- quired and/or specified. 2. In addition to the weather protection during the months of November through March specified hereunder, provide temporary weathertight enclosures for openings in exterior walls and in roof decks when and as re- quired to protect the work from damage by inclement weather. Temporary enclosures shall be provided with adequate means of ventilation to prevent accumulation of excessive moisture in the building. 3. Provide temporary wood doors for exterior entrances and elsewhere as required. Permanent door enclosures shall not be used as temporary enclosures. 4. Protect sills, jams and heads of openings through which materials are handled. 5. Protect all surfaces to receive work by other trades from any soiling which will prevent proper execution of subsequent work. B. After the installation of work by any Subcontractor is properly completed, the General Contractor shall be res- ponsible for its protection and for repairing, replacing or cleaning any such work which has been damaged by other trades or by any other causes, so that all work is in perfect condition at the time of Substantial Completion. C. All temporary protection and covering shall be removed at or before Substantial Completion. 1. 10 Temporary Water A. The Contractor may make use of the available water supply at the site for construction purposes, provided that he obtains the permission of the Authority beforehand and takes care not to use the water wastefully or abuse the privilege. B. The Contractor shall provide an adequate supply of cool drinking water with individual drinking cups for all per- sonnel and workmen on the job. C. Where the permanent sanitary system is in operating condition, the Contractor may use portions of the system as approved by the Authority provided that the Contractor (1) assumes full responsibility for the so used portions of the sanitary system, and ( 2 ) pays all costs for maintenance, cleaning, and restoration of the used portions. 1. 05 Temporary Construction Fence A. Prior to commencing work, the Contractor shall erect a temporary construction fence along the Work Area limit lines and as otherwise required to totally enclose the area in which construction activities are to take place, providing for tenant and Authority access as directed. B. The fence shall be 7 feet high, fabricated of No. 9 gauge galvanized wire, chain link woven in a 2 inch diamond mesh; salvage edges shall be twisted and barbed; inter- mediate posts shall be H-type, 2.72 lb/lin. ft. , at 10 feet maximum on center; terminal posts shall be 3 inch O.D. braced; top and bottom reinforcing wire shall be No. 7 gauge. Provide gates as required and of matching construction. All steel and iron parts shall be gal- vanized after fabrication. All posts shall extend at least 36 inces below grade. Set terminal posts into concrete; set intermediate posts into the ground. C. The fence shall be kept in orderly condition and removed when directed by the Architect. 1. 06 Watchmen A. The Contractor shall be responsible for providing con- tinuous watchmen service as necessary to insure adequate protection of his own interests, the Owner' s interests, and the general public, from the beginning until Substan- tial Completion. B. Watchmen service shall be provided whenever excavation is to be undertaken outside a fenced-in work area. 1. 07 Temporary Structures and Storage A. The Contractor shall provide such storage sheds, tempor- ary buildings, or trailers as required for the perfor- mance of the Contract. B. The Contractor must obtain the permission of the Housing Authority for the use of any stroage facilities avail- able onsite, but the Authority assumes no responsibility for articles stored. C. All temporary structures shall be removed at Substantial Completion. 1 . 08 Temporary Staging, Stairs, Chutes A. Except as otherwise specified in any Section of the specifications the Contractor shall furnish, install, maintain in safe condition, and remove all scaffolds, A"k DIVISION 1 - GENERAL REQUIREMENTS SECTION 1G - TEMPORARY FACILITIES AND UTILITIES PART 1 - GENERAL 1. 01 Conditions, Requirements, 'Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. • 1. 02 Field Office A. The Contractor shall provide a suitable office at the site for his own use. B. The office shall be set in location approved by the Architect, shall be maintained by the Contractor in a clean and orderly condition, and be removed at or before Substantial Completion. C. Within the field office, the Contractor shall provide a separate room for the owner' s Project Representative (Clerk of the Works ) which shall be able to be locked and which shall contain a desk and two chairs, a plan table ( 42" x80" ) , a four drawer file cabinet with working lock, and a telephone. 1. 03 Temporary Telephones A. Separate individual services shall be provided: 1 . In the field office of the Contractor, for the use of his authorized agents and Subcontractors ; and 2 . In the field office of the Project Representatives. A desktype telephone with lock and key shall be pro- vided for this purpose. B. The Contractor shall pay for the installation and re- moval of the foregoing temporary telephones and for calls and fixed charges in connection therewith. C. The temporary telephone services shall be maintained un- til Substantial Completion. 1. 04 Temporary Toilets A. The Contractor shall provide an adequate number of toilet booths, with chemical type toilets and lighting, rented from and serviced by an approved company. B. The toilets shall be erected in a location approved by the Architect, shall be maintained by the Contractor in a clean and orderly condition in compliance with all local and State helth requirements, and shall be re- moved at Substantial Completion. temporary means of supplying said services, the Contrac- tor shall supply all labor, materials or whatever may be required to fulfill the above requirements at no extra cost to the Authority and in accordance with the state and local regulations on health and safety. B. Contractor shall give the Authority written notice of all shutdowns of services to occupied units for less than eight hours fourteen days in advance in order that adequate notice be given affected tenants through the Tenant Coor- dinator. 1. 06 Responsibility A. Any damage to buildings, roads, public roads, bituminous concrete areas, fences, lawn areas, trees, shrubbery, poles, underground utilities, etc. shall be made good by the Contractor at his own expense, all to the satisfaction of the Authority. B. The Contractor shall patch, repair and/or replace all ad- jacent materials and surfaces damaged after the installa- tion of new work at his expense. All repair.and replace- ment work shall match the existing in kind and appearance. DIVISION 1 - GENERAL REQUIREMENTS SECTION IF - PROTECTION 1.01 Conditions, Requirements, Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. 1 . 02 Protection of Persons and Properties A. Several of the buildings and the premises are now occupied. The work is to be done with as little inconvenience as reason- ably possible and without danger to the people occupying the structures within the project area. Special care must be excercised in the use of machinery so as not to constitute a source of danger or nuisance. B. The Contractor shall take possession of the Work Area(s ) which is (are) made available to him and contruct a chain link fence securly enclosing such area(s ) subject to pro- viding required access to tenants and Authority personnel. C. Coordinate with Section 1C - Conduct of Work and Section 1G- Temporary Facilities and Utilities. 1. 03 Access A. The Contractor shall, at all times, leave unobstructed way along walks and roadways required for tenant and Authority access and shall maintain barriers and lights for the pro- tection of all persons and property in all locations where he has material stored or work in progress at all times. 1 . 04 Noise and Dust Control A. The Contractor shall take special measures to protect the tenants from noise, dust and other disturbances by: 1. Keeping common circulation areas clean and unobstructed, 2. insulating work ares from occupied portions in so far as possible and, 3. sealing dust and fumes from contaminating adjacent oc- cupied spaces. 1. 05 Shutdown of Services A. The contractor' s attention is especially called to the fact the continuous operation of services for occupied portions of this housing development is mandatory. If the deve- lopment is to be left without heat, hot water, city water, electricity, gas, sanitary facilities or any other services for more than an eight hour period, the Contractor shall submit a letter and obtain written approval from the Authority before proceeding. At this time, if the Auth- ority will not allow this shutdown, but wants instead a DIVISION 1 - GENERAL REQUIREMENTS C SECTION lE - EXISTING CONDITIONS 1. 01 Conditions, Requirements, Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. 1. 02 Original Construction Drawings A. In an effort to make all information available to the De- signers available to Bidders, reproducibles of the Latest Revisions of All Original Construction Drawings Made Avail- able by the Northampton Housing Authority are available at the Authority' s main offices. These documents may be re- viewed at the Authority' s offices and copies made if paid for by Bidders prior to their being sent to a blueprint company of the Authority' s choosing. Failure to take ad- vantage of the knowledge made available shall not be rea- son for an increase in the Contract Price. F. If Sample is rejected by the Architect, a new Sample shall be resubmitted in the manner specified herein above. This procedure shall be repeated until the Sample is ap- proved in writing by the Architect. G. Samples will not be returned unless return is requested at the time of submission. The right is reserved to require submission of samples whether or not particular mention thereof is made in the Specifications. 1 .13 As-Built Record Site Drawings A. Provide washable mylars of the following drawings reflecting the location of all underground work installed under this Contract, such submission in acceptable form to be a condi- tion precedent to final payment: drawings X-1 and ME-1. 1. 14 Operating and Maintenance Instructions A. Operating Manuals 1. Subcontactors, installers, and suppliers shall furnish to the Contractor two sets of operating and maintenance in- structions of all mechanical, electrical, and manually operated equipment furnished or installed by them. Mech- anical and electrical Subcontractors shall furnish instruc- tions as specified in their respective Sections. 2. The Contractor shall collect all of the above instructions, bind them into two complete sets, and submit them to the Architect. 3. Submission of operating and maintenance instructions shall be a condition precedent to final payment for each part of the Project, and for completion of filed Subcon- tracts. B. Instructions of Owner ' s Personnel: 1. Where specified in the individual Sections, the Subcontrac- tor shall instruct the Owner' s personnel at the site in the use and maintenance of equipment installed by them under the Contract. 2. Submission to the Architect of a certificate of compliance to this requirement signed by the Subcontractor and the Owner' s representative, shall be a condition precedent to final payment. 3. The Owner' s personnel shall be deemed to include such persons as are designated by the Owner, including without limitations, service or maintenance contractors, employees of the Owner, or other appropriate persons. B. Shop Drawings shall be for whole systems. Partial sub- missions will not be accepted. ' C. The Architect reserves the right to review and approve Shop Drawings only after approval of related Product Data and Samples. Special attention shall be directed to the simultaneous submission of finish materials. D. Shop Drawings shall be properly identified and contain name of Project, name of firm submitting the Shop Drawing number, date of Shop Drawing and of revisions, Contractor' s stamp of approval and sufficient spaces near the title block for the Architects stamp. E. The Contractor shall submit to the Architect one legible, reproducible transparency and two black line prints of each Shop Drawing. Transparency and prints shall be mailed or delivered in roll form. Each submittal shall be accompanied by transmittal notice. F. When the transparency is returned by the Architect with the stamp "Revised and Resubmit" or "Disapproved" , the Contractor shall correct the original drawing or prepare a new drawing and resubmit a transparency and two prints thereof to the Architect for approval. This procedure shall be repeated until the Architect' s approval is obtained. G. When the transparency is returned by the Architect with the stamp "Approved" or "Approved as Noted" , the Contractor shall provide and distribute the prints for his own and his Subcontractors ' use. H. The Contractor shall maintain one full set of approved Shop Drawings at the site. 1.11 Submission of Product Data A. The Contractor shall submit to the Architect, seven ( 7 ) original copies of Product Data. All such data shall be specific and identification of material or equipment submitted shall be clearly made in ink. Data of general nature will not be accepted. B. Product Data shall be accompanied by transmittal notice. The Contractor ' s stamp of approval shall appear on the printed information itself, in a location which will not mar legibility. C. Product Data returned by the Architect with the stamp "Disapproved" shall be resubmitted in seven (7 ) copies until the Architect' s approval is obtained. D. When the Product Data are acceptable, the Architect will stamp them "Approved" , or "Approved as Noted" and will return 3 copies to the Contractor. The Contractor shall provide and distribute such number of additional copies as required for his own and his Subcontractors' use. E. The Contractor shall miantain one full set of approved ori- ginal Product Data at the site. evaluating the Contractor' s periodic estimates for partial payments as the work progresses. The two parts of the �. Cost Breakdown must be approved by the Architect, the Owner and the HUD representative before any application for periodic payment will be considered. Submit seven copies of the Breakdowns for review. The Architect shall be the sole judge of the adequacy of the breakdown, which shall be reviewed as Shop Drawings submittals. 1. 07 List of Suppliers A. The Contractor shall maintain a complete list of material suppliers for the work indicating the exact class or des- cription of items provided by each supplier. The list shall be typewritten and on completion of the work, the list shall be included in the Record Documents. 1. 08 Project Directory A. The Contractor shall prepare within 15 days after Notice to Proceed, and shall thereafter maintain in current condition, a detailed Project Directory of all firms and their princi- pal representatives engaged in the project. The Directory shall be distributed at least monthly to the representatives of the LHA, HUD and the Architect. The following shall be included in the Project Directory: 1 . The LHA. 2. The HUD representative(s ) . 3. The Contractor, including all personnel actively engaged in the work and all emergency telephone numbers. 4 . The Architect. 5. The Architect' s Consultants. 6. Testing laboratories and agencies. 7. The Project Representatives. 8 . All filed subcontractors. 9 . All approved non-filed subcontractors. 1 . 09 Submittal Schedule A. Within 15 days after Notice to Proceed the Contractor shall submit to the Architect a complete schedule of submittals, for approval as herein described. B. The schedule shall indicate by trade the date by which each such item is to be submitted and the date by which final approval of each item must be obtained and shall be revised as required by conditions and progress of the work subject to Architect' s approval. In each case reasonable time must be permitted for Architect ' s review, consultants review and for resubmittals. Allow at least two weeks for review of each submittal. 1. 10 Submission of Shop Drawings A. Shop Drawings shall be complete, give all information neces- sary or requested in the individual Sections of the Speci- ficaitons, and also show adjoining work and details or con- nection thereto. easily determined. A graphic chart shall show clearly the following data for each activity. 1. Activity description. 2. Estimated activity duration. 3. Start dates. 4. Finish dates. 5. Other activities which must be completed before the activity may start. 6. Other activities which cannot start before the activity is complete. C. Activities shown on the graphic Progress Schedule chart shall include but are not necessarily limited to: 1. Project mobilization. 2. Submittals and approvals of Shop Drawings and Samples, including Sample Apartments. 3. Procurement of equipment and materials. 4. Fabrication of special material and equipment, and their installation and testing. 5. All major systems and subsystems identified by specification reference and by geographical location in each building. 6. Every entry into each occupied apartment necessary for the conduct of the work, identified by trade and showing the approximate time of operations in the apartment. An activiity may include more than one trade, but each entry on different days shall be a separate activity. 7. All activities by the Housing Authority and City of Northampton representitives that affect progress, re- quired dates for completion, or both, for all and each part of the Work. 8. Final Cleanup by building. 9. Final inspection and testing by building. D. Upon LA' s approval of the Progress Schedule, the Architect and the LA shall be entitled to rely on the information therein presented, and to interpret and use such informa- tion in the administration of the Contract. E. The Progress Schedule shall be updated and resubmitted monthly. 1. 06 Cost Breakdown A. The Contractor shall submit a detailed Breakdown of the Contract Price immediately upon execution of the Contract and before proceeding with any work at the site. The Breakdown shall be in two parts, the summary and the detailed breakdown shall form the basis of the periodic estimate ''` for partial payments. The detailed breakdown shall be arranged by specification section and by a sufficient number of subdivisions within each specification section to detail the cost of each activity for the purpose of preparing and G. All costs for printing, preparing, packaging, submitting, resubmitting and mailing or delivering submittals specified in this Article shall be included in the Contract Sum. 1. 03 Items of Work Designed by Others A. The responsibility of the design of certain items of work under this Contract lies with other licensed professionals in response to requirements of which the Architect does not have full knowledge. The drawings bearing the seal of, and related specifications prepared by such licensed professionals shall be interpreted by them as the responsible design pro- fessionals with full knowlege of their clients' requirements. Submittals for such items of work shall be made through the Architect for proceedural purposes only, Approval being by the responsible design professionals. 1. 04 Action Markings and Notations A. Reviewed submittals will be returned with one of the following actions recorded thereon by appropriate markings: 1 . Final Unrestricted Release: Where marked "Approved" the work covered by the submittal may proceed provided it complies with the requirements of the Contract Documents. Acceptance of the work will depend upon that compliance. 2. Final-But-Restricted-Release: When marked "Approved as Noted, " the work covered by the submittal may proceed provided it complies with the notations or corrections on the submittal, and complies with the requirements of the Contract Documents. Acceptance of the work will depend upon these compliances. Indicated corrections shall be made prior to resubmission for record under paragraph D.7. below. 3. Returned for Resubmittals: When marked "Revise and Resubmit, " or "Disapproved" the work covered by the submittal (pur- chasing, fabrication, delivery or other activity) should not proceed. The submittal should be revised or a new submittal resubmitted without delay, in accordance with the notations stating the reasons for returning the submittal. 1. 05 Administrative Submittals A. Prior to the start of any work at the site (except such project mobilization activities as delivery of office trailers and furniture) the Contractor shall submit to the Architect a Project Schedule in the form of a Shop Drawing, as specified below, a detailed Progress Schedule pursuant to the following requirements. It is strongly sug- gested that the Contractor employ a CPM or PERT method scheduling program to comply with these requirements. B. The Progress Schedule shall be prepared by the Contractor so as to graphically show the order and interdependence of all activities necessary to complete the Work, and the 00k sequence in which each activity is to be accomplished, as planned by the Contractor. The detail of information shall be such that duration times of activities can be DIVISION 1 - GENERAL REQUIREMENTS SECTION 1D - SUBMITTALS 1. 01 Conditions, Requirements, Etc. A. Except as noted herein, all provisions of Part A - Bid- ding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. 1. 02 General Proceedures A. The Contractor shall transmit each submittal to the Architect sufficiently in advance of performing related work or other applicable activities, so that the installation will not be delayed by processing times, including disapproval and resub- mittal (if required) , coordination with other submittals, testing, purchasing, fabrication, delivery, and similar sequenced acti- vities. In no event shall submittals be made later than the times indicated in the individual Sections of the Specifications and on the Progress Schedule. No extension of time will be authorized because of the Contractor' s failure to transmit submittals to the Architect sufficiently in advance of the Work. B. The Contractor shall transmit each submittal in a sequence which will not result in the approval having to be later modified or rescinded by reason of a subsequent submittal which should have been processed earlier or concurrenity for coordination. C. Only submittals received from and bearing the stamp of approval of the Contractro will be considered for review by the Architect. Submittals shall be accompanied by a transmittal notice stating name of Project, date of submittal, "To" , "From" , (Contractor, Subcontractor, Installer, Manufacturer, Supplier) , Specification Section or Drawing No. to which the submittal refers, purpose (first submittal, resubmittal) , description, remarks, distri- bution record, signature of transmitter. D. On the transmittal, or on a separate sheet attached to the transmittal, the Contractor shall direct attention to any deviations including minor limitations and variations from the requirements of the Contract Documents. Deviations shall be highlighted on the submittals. E. When an item is submitted as an equal to the specified item it shall be clearly indicated as such on the transmittal. Con- tractor must submit the item to which it is to be equated or appropriate documentation and information. F. Where a Section of the specification states, in the Paragraph titled "Submittals, " that a complete submittal of the Work and/or materials of the Section is required, the Architect will not be expected to review the submittal of work under that Section until the submittal is, in the opinion of the Archi- tect, complete. 1. 07 Authoritys Cooperation O., A. The Authority shall take all necessary steps to help the Contractor perform his work in accordance with the approved operational plan and shall remove obstructions that may be in his way to assure the continuity of the work upon proper notice from the Contractor. The Authority shall hire a Tenant Coordinator to act as liason with tenants and to assist the Contractor in fulfilling the following: 1. Notify all tenants in writing two ( 2 ) weeks before any work is scheduled in their apartment. 2. Notify each tenant again, in writing forty-eight (48 ) hours before work is scheduled in their apartment. 3. Obtain signed permission to enter the apartment if resident will not be home, and at no time leave it unattended. 4. Obtain from the Authority the keys for any vacant apartment(s ) where resident is not at home and be responsible for their safekeeping them and return at the end of the work day. 5. Notify the Authority of any resident who refuses to cooperate with the proposed operational plan. B. The Authority shall hire the Tenant Coordinator as necessary for timely progress of the work. The Tenant Coordinator will be a resident who is mutually agreed upon by the Authority and the Tenant Council. C. The Authroity will furnish the contractor without charge, five (5 ) copies of the Drawings and Specifications. Additional copies requested by the contractor will be furnished at cost. shall be Substantially Complete within 200 consecutive calendar days from the date indicated in the Notice to the Contractor to Proceed. C. The Authority intends to accept the indivdual buildings as they are Substantially Complete although the Contractor may elect to turn over all buildings in a Work Area at one time. 1. 04 Detailed Operational Plan and Coordination A. The Contractor will submit for approval to the Authority a de- tailed operational plan showing the sequence of operations prior to commencement of any work at the site. Any changes to this operational plan must be approved by the Authority. B. The Contractor shall submit in bar chart form, a Construction Progress Schedule prior to commencement of any work for the approval of the Authority. This schedule shall be updated monthly. C. Retain on the Work during its progress, a competent full time Superintendent with at least five years experience on similar modernization work and otherwise satisfactory to the Authority. This Superintendent shall not be changed except with the con- sent of the Authority. The Superintendent shall be in full charge of the work and all instructions given to him shall be binding. D. Supply to the Authority the home telephone number of a respon- sible person who may be contacted during out-of-hours emergen- cies on the project. 1. 05 Existing Conditions A. Before submitting his bid, the Contractor shall make a thorough examination of the conditions at the site, checking the re- quirements of the Plans and Specifications with the existing conditions. B. No claim for extra compensation or extension for time will be al- lowed on account of Contractor' s failure to estimate properly the quantities, locations and measurements of all items re- quired to complete the work. C. Report any discrepancies to the Architect and request his in- terpretation. 1 . 06 Drawings A. Drawings shall not be scaled. Field verification is directed, since actual conditions may vary from recorded data. B. Should the drawings not agree in themselves or not agree with the specifications, the greater quantity and the superior quality of work or materials shall be estimated upon and included in the bid price. C. All items, not specifically mentioned in the specifications or Aek noted in the drawings but implied b g p y trade practices to form part of the complete installation, shall be included. DIVISION 1 - GENERAL REQUIREMENTS SECTION 1C - CONDUCT OF WORK 1. 01 Conditions, Requirements, Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract Requirement's are made a part of this Section, which provisions shall be fully examined by the Contractor. 1. 02 Project Management A. To the extent possible, the work must be completed in a con- tinuous uninterrupted operation. The Contractor must use sufficient men and adequate equipment to complete all the necessary work requirements within the periods of time in- dicated. B. Unless specifically authorized by the Authority, the work must be conducted between the hours of 8 :00 a.m. and 4 : 30 p.m. on Monday through Friday. No work is to be done on holidays, Saturdays, or Sundays other than for emergencies. C. The Contractor is responsible for the security of partially completed work until the project is finally accepted by the Authority. 1. 03 Work Areas A. The work under the Contract has been divided into two work areas, Work Area I and Work Area II. It is required that all work necessary for Substantial Completion of all buildings located in Work Area I and all other work (except that await- ing seasonal completion which shall in general be limited to landscape work) within this area to be completed prior to com- mencing work in Work Area II except that the following items may be accomplished at any time during the Contract Time providing reasonable advance notice is given to the Authority and all other Contract requirements have been fulfilled: 1. Installation of new main, mansard, and building entry roof structures, roofing and flashings for same, and work in- cidental to such installations including insulation and extension of chimnies. 2. Removal of existing metal siding and installation of new wood siding and trim. 3. Removal of existing windows and installation of new re- placement windows. 4. Exterior painting. B. The Authority shall schedule all apartments in all buildings in Work Area I to be timely vacated so that work may proceed on same, commencing on the date indicated in the Notice to the Contractor to Proceed. Buildings shall be completed in the order established by the Authority and tenants living in Work Area II moved into completed Area I buildings prior to com- mencement of work in Area II. All Buildings within Area I Filed Sub-Bid Alternate No. 11 Section Affected Delete Access Road Completely including Dumpster Collection Areas and adjacent Retaining Walls shown on Drawings X-1, X-3. Awk Filed Sub-Bid Alternate No. 6 Section Affected Delete Basketball Court Delete Basketball Court complete and delete all walks (including walk relocated under Alternate No. 5 ) serving same shown on draw- ing X-l. Eliminate catch basin shown on draw- ings X-1 and X-3 and limit regrading in the affected area to that required to provide posi- tive drainage and a slope of not less than three to one ( 3 :1 ) along adjacent buildings . Pro- vide 4" of loam and grass seed in all areas dis- turbed by work under this Alternate. Alternate No. 7 Delete Rear Concrete Pad Patios Delete Rear Concrete Pad Patios shown on Draw- ings A-1 and A-3 substituting 4" of loam and sod for same. Where indicated, provide 450 angle cut of square concrete panel for proper access to rear door platforms. Alternate No. 8 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5A & 9C Delete Front Porch and Front Patio Fencing Delete All Front Porch and Front Patio Fencing and Gates shown of Drawings A-1, A-3, and X-3. Alternate No. 9 Delete Front Concrete Pad Patios Delete All Front Concrete Pad Patios shown on Drawings No. A-1 , A-3 and X-1 substituting 4" of loam and sod for same. Alternate No. 10 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5A & 9C Delete Tot Lot Delete Tot Lot shown on Drawings X-1 and X-3 completely and install 4" of loam and sod in this area in its stead. LIST OF ALTERNATES Filed Sub-Bid Section Affected Alternate No. 1 Delete Landscape Work Shown on Drawing LS-1. Delete Landscape Work Shown on Drawing LS-1, Building Entry Planting, completely and sub- stitute 4" of loam and sod in areas affected. Alternate No. 2 Delete Auto Repair Area Delete Auto Repair Area work shown on Draw- ings X-1, X-3, and X-4. Alternate No. 3 Delete Tenant Front Planters Delete all Tenant Front Planters, End and In- terior, shown on Drawings A-1, A-3, and X-3. In areas where Planters have been deleted, in- stall 4" loam and sod. Alternate No. 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16A Delete New Lighting Pole and Luminaire Illumin- ating Handball and Basketball Courts. Delete new Lighting Pole and Luminaire illumin- ating handball and basketball courts and all items serving same shown on Drawing ME-1 includ- ing direct burial cable, photocell and timeclock. Delete rubber tire protection shown on Drawing X-1. Alternate No. 5 Delete Handball Court Delete Handball Court complete and delete/re- locate walks serving same as shown on Drawing X-1. Limit regrading to that required for posi- tive drainage. Provide 4" of loam and grass seed in areas disturbed by work under this al- ternate. DIVISION 1 - GENERAL REQUIREMENTS SECTION 1B - ALTERNATES 1. 01 Conditions, Requirements, Etc. A. Except as noted herein, all provisions of Part A - Bidding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. 1. 02 Scope A. The attached List of Alternates describes the alternate work for which Alternate Bid Amounts are required and the Filed Sub-Bid Sections of the Specifications which are affected. B. All Sub-Bidders affected shall fill in their Alternate Bid Amounts in the spaces provided on the form of Sub- Bid with all General Bidders, after reviewing Sub-Bids, filling in their appropriate Alternate Bid Amounts on the Form of General Bid. 1. 03 General Instructions A. Each General Bidder and Sub-Bidder shall be held fully responsible for examining the scope of the Alternates generally defined herein and for recognizing any modifi- cations to his work caused by any Alternate whether or not his particular Trade Section is mentioned therein. B. Filed Sub-Bidders shall enter only the amount of addition or subtraction necessitated by the scope of the Alternate which pertains to the work of his trade in the Form of Sub-Bid. C. All Sections of work which are affected by the Alternate but which are not designated as Filed Sub-Bid Sections will be considered work to be performed by the General Contractor. D. General Bidders shall enter a single amount in the appro- priate space provided in the Form of General Bid which total amount shall consist of the Filed Sub-Bidders ' amounts and the amount for all work to be performed by the General Contractor. E. The work of the various trades to be performed under Al- ternates shall be in strict accordance with the require- ments of the particular Sections of the Specifications affected. Specifications shall be paid for with funds administered by the City of Northampton under proceedures established by the Engineer of Northampton: Section 2A - Roadway and Sidewalk Improvements B. All utility charges, be they private, public, or munici- pal, required for the accomplishment of such work shall be paid for by the Contractor responsible for the portions of the work concerned. C. Except as noted, the General Contractor shall be respon- sible for and coordinate all such work. 1. 06 Items Furnished by Owner A. The following items will be furnished and delivered f.o.b. to the Project Site by the Owner at no expense to the Contractors: 1. All new ranges and refrigerators required for the project. B. The Filed Sub-Contractor responsible for the installation gas piping serving ranges shall be responsible for their hook-up, leveling, and permanent installation after the General Contractor has placed ranges in kitchens. C. Except as noted above, the General Contractor shall be res- ponsible for unloading, uncrating, setting in, leveling, and permanently installing the above items, and also the removal and disposal off the Project Site of all crating materials. D. The Owner shall timely provide all information required for proper installation of ranges and refrigerators as well as their timely delivery to the Project Site for such installation. 1. 07 Extent A. Unless specifically noted to the contrary, all items of work required to ba accomplished in, at, and/or for one apartment shall be accomplished in, at, and/or for all apartments. B. Unless specifically noted to the contrary, all items of work required to be accomplished in, at, and/or for one building shall be accomplished in, at, and/or for all buildings. C. It has been attempted to define the exact work required by Filed Sub-Contractors. In the event of conflict between the Contract Documents with respect to work required by a Filed Sub-Contractor and work required by the General Contractor, the General Contractor shall perform such work. DIVISION 1 - GENERAL REQUIREMENTS SECTION lA - SUMMARY OF WORK 1. 01 Conditions, Requirements, Etc. A. Except as noted herein, all provisions of Part A - Bid- ding and Contract Requirements are made a part of this Section, which provisions shall be fully examined by the Contractor. 1. 02 General Scope of Work A. The work under the Contract consists of: 1. The Modernization of Florence Heights, Northampton, Massachusetts including the following items: Site Work and Landscaping Bathroom and Kitchen Renovations Primary and Secondary Door Replacement Window Replacement Replacement of Flat Roofs with Pitched Resilient Flooring Replacement Interior Door Replacement Interior and Exterior Painting Porch and Canopy Repairs Electrical System Upgrade Building Insulation 2. All work and items either shown on the Drawings or included in the Specifications unless specifically marked "N. I.C. " or "by others" . 3. The restoration to its original condition of any work damaged or destroyed by encroaching upon areas out- side the Project Site. 1. 03 Time of Completion A. The work shall be commenced at the time stated in the Notice to the Contractor to Proceed and shall be completed within 360 consecutive calendar days thereafter. B. Liquidated damages shall be at the rate of $200. 00 per day in accordance with the Special Conditions. 1. 04 Work by Contractor ' s Own Work Force A. The General Contractor under this Contract shall use workers on his payroll for performing all work under the following Section: Section 6 A - Rough Carpentry 1.05 Work Paid For Under Separate Proceedures A. Work accomplished under the following Sections of the release upon payment thereof. The Contractor further certifies that upon the payment of the amount listed in Paragraph 2 hereof, and of any amount which may be deducted from paragraph 1 hereof, he will release the Owner and its agents from any and all claims of any nature whatsoever arising out of said contract or modi- fication thereof, and will, if required, execute such further releases or assurances as the Owner or its agents may request. In Witness Whereof the Undersigned Has Signed and Sealed This Instrument This: Day of 19 . Contractor By (Seal) Name and Title of Officer Subscribed and Sworn to Before Me This Day of , 19 My Commission Expires Date f Notary CCR-2 CONTRACTOR' S CERTIFICATE AND RELEASE From: (Contractor) Name Address City or Town State TO: Northampton Housing Authority (hereinafter referred to as "the Owner" ) Reference: Contract for Modernization of Florence Heights (MA 26-1) Entered into the Day of 15 Know All Men By These Presents: 1. The undersigned hereby certifies that there is due and payable under the contract and duly approved change orders and modifica- tions the balance of $ 2. The undersigned further certifies that in addition to the amount set forth in paragraph 1, there are outstanding and unsettled the following items which he claims are just and due and owing by the Owner to the Contractor. AMOUNT A. B. C. D. (Itemize claims and amounts due. If none, so state) 3. The undersigned further certifies that all work required under this contract including work required under change order number(s) : has been performed in accordance with the terms thereof and that there are no claims of laborers or mechanics for unpaid wages arising out of the performance of this contract, and that the wage rates paid by the contractor and all subcontractors were in conformity with the contract provisions relating to said wage rates. 4. Except for the amounts stated under paragraph 1 and 2 hereof, the undersigned has received from Owner all sums of money payable to the undersigned under or pursuant to the above mentioned contract or any modification or change thereof. 5. That in consideration of the payment of the amount stated in paragraph 1 hereof the undersigned does hereby release the Owner and its agents from any and all claims arising under or by vir- tue of this contract, except the amount listed in paragraph 2 hereof: provided, however, that if for any reason the Owner does not pay in full the amount stated in paragraph 1 hereof, said deductions shall not affect the validity of this release, but the amount so deducted shall be automatically included under paragraph 2 as an amount to which the contractor has not released but will CCR-1 d. Any such notice shall be deemed to have been given as of the time of actual delivery; or, in the case of mailing, when the same should have been received in due course of post; or, in the case of telegrams, at the time of actual receipt. 8. Minimum Rates of Pay a. The minimum rates of pay required to be paid mechanics and laborers employed directly upon the site of the work under this project shall be in accord with the Wage Rate Decision listed in the schedule hereinafter attached. The wage rates have been determined by the Secretary of Labor in accordance with Public Law 403 of the Seventy-Four Congress approved August 10, 1935 as amended. 9. Visit to the Site Each bidder is urged to visit the site, view the existing areas and acquaint himself with all of the conditions under which the work is to be performed. Failure of the Contractor to acquaint himself with all the conditions involved will not relieve him from fulfilling the Contract in all its details . 10. Progress Once the Contractor undertakes the work included under this specification it shall be carried through to an early comple- tion on all days, exclusive of Saturdays, Sundays, and Holidays, when weather and surface conditions for the scope of the work are favorable. 11. Conduct of the Work During the progress of the Work, the Contractor shall so con- duct his work that as little inconvenience as possible is caused to the occupants . At the close of the work each day, the Contractor shall pick up and stow all equipment and miscel- laneous material leaving the site in a neat and safe condition. 12. Working Hours Regular working hours are between 7:00 a.m. and 4: 30 p.m. , Monday .through Friday. If the Contractor finds it necessary to work other than regular working hours, he must obtain a written approval from the Northampton Housing Authority. 13. Periodic meetings will be held at the job site on dates and at times determined by the Architect with the approval of the Owner. SC-3 t the location of temporary construction fencing defining the area (s) of the site under the Contractor' s control during the various stages (and Phases) of the work shall accompany the Detailed Operational Plan submission. As Florence- Heights is a family development, security forces may not employ the use of guard or attack dogs without the specific permission of the Authority, such permission being revocable at the discretion of the Authority. 5. Time for Completion The work shall be commenced at the time stipulated in the Notice to Proceed to the Contractor and shall be fully complet- ed within 360 consecutive calendar days thereafter. 6. Liquidated Damages As actual damages for any delay in completion are impossible of determination, the Contractor and his sureties shall be liable for and shall pay to the Northampton Housing Authority the sum of $200.00 as fixed, agreed, and liquidated damages for each calendar day of delay until the work is completed and accepted. 7. Communications a. All notices, demands, requests, instructions, approvals, proposals and claims must be in writing. b. Any notice to or demand upon the Contractor shall be sufficiently given if delivered at the office of the Con- tractor stated on the signature page of the Contract (or at such other office as he may from time to time designate in writing to the Authority) or deposited in the United States mail in a sealed, postage-prepaid envelope, or if delivered with charges prepaid to any telegraph company for transmission, in each case addressed to such office. C. All papers required to be delivered to the Authority shall, unless otherwise specified in writing to the Contractor, be delivered to the contracting office at the Northampton Housing Authority, 49 Old South Street, Northampton, MA. 01060 and to the A3-.chitect at R. D. Fanning Architects, Inc. 36 Bromfield Street, Boston, MA. 02108. Any and all notices to or demands upon the Authority or Architect shall be sufficiently given if so delivered, or deposited in the United States mail in a sealed, postage-prepaid envelope, or delivered with charges prepaid to any telegraph company for transmission to said Authority or Architect at such address, or to such other representatives of the Authority or to such other address as the Authority may subsequently specify in writing to the Contractor for such purpose. SC-2 SPECIAL CONDITIONS 1. Project Site The Project Site is a Parcel of land in the city of Northampton, Massachusetts lying east of Florence Road on which twelve two story buildings containing fifty dwelling units and an attach- ed one story structure used by the maintenance staff of the Own- er, the Northampton Housing Authority. A plan describing the metes and bounds of this Parcel, the location of the structures thereon, and other pertinent information is included in the Con- tract Drawings. 2. Phasing of the Work In order that the Contractor be able to pursue his work with minimum interference from and to Florence Heights ' residents, the work has been separated into the two Phases described here- after. Phase One (I) is comprised of the Buildings identified on the Site Plan as Number 3, 4, 5, 6, 7, and 8, all of which shall be vacated and made available to the Contractor by the effective date of the Notice to Proceed. Upon Phase One (I) being determined Substantially Complete, all residents still living in Phase Two (II) Buildings, Number 1, 2, 9, 10, 11, and 12, will be relocated (at no expense to the Contractor) within a period of fourteen calendar days to Phase One Build- ings and the then vacated Phase Two (II) Buildings made avail- able to the Contractor. 3. Detailed Operational Plan Because of the differing methods that various Contractors may have in approaching a phased project such as Florence Heights, specific requirements for project scheduling and work progress have in general been omitted from the Project Manual. Instead, the General Contractor, after consulting with suppliers, his Subcontractors, and the Housing Authority staff, shall sub- mit a Detailed Operational Plan for Authority approval in which detailed and sequential work items shall be clearly defined with' due consideration to the fact that at all times approximately one-half of the site will be occupied by Authority tenants who may reasonably expect to conduct their everyday lives and comings and goings without undue and/or unnecessary interfer- ence from the actions of the Contractor. Similarly, Autority representatives and those in its hire, such as the trash removal service 'City employees, the employed utility companies which provide services, and others having business at Florence Heights should be considered and provided for in the Detailed Operation- al Plan. 4. Security The Contractor shall be responsible for providing security measures and personnel adequate to his needs . A plan indicating SC-1 Compliance with the goals will be measured against the total work hours performed. 3. The Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within 10 working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the subcontractor; employer identification number, estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to be performed. 4. As used in this Notice, and in the contract resulting from this solicitation, the "covered area" is CITY OF NORTHAMPTON, HAMPSHIRE COUNTY, COMMONWEALTH OF MASSACHUSETTS. y �AII► SGC- 11 NUTIGE Ut Kr%4U1f%-C 1LIV1 rVrt nrrir mra.a. •+ ...�, OPPORTUNITY (EXECUTIVE ORDER 11246) 1. The Offeror's or Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Etiployment Opportunity Construction Contract Specifications" set forth herein. 2. The goals and timetables for minority and female participation expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows: GOALS AND TIMETABLES TIMETABLE GOALS (PERCENT) Federal Requirements - Minority 4.8% Federal Requirements - Women 6.9% AREA COVERED: GOALS FOR WOMEN APPLY NATIONWIDE These goals are applicable to all the Constructor's construction work (whether or not it is Federal or federally assisted) performed in the covered area. The Contractor's compliance with the Executive Order and the regulation in 41 CFR Part 60-4 shall be based on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a) and its efforts to meet the goals established for the geographical area where the contract resulting from this solicitation is to be performed. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade, and the constructor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor. to Contractor or from project to project for the sole purpose of meeting the Contractor's goals shall be a voilation of • the contract, the Executive Order and the regulations in 41 CFR Part 60-4. 001. SGC- 10 Such affirmative action shall entail positive and agressive measures to ensure equal opportunity in the areas of hiring, upgrading, demotion . or transfer, recruitment, layoff or termination, rate of compensation, and in-service or apprenticeship training programs. This affirmative action shall include all action required to guarantee equal employment opportunity for all persons, regardless of race, color, religious creed, national origin, age or sex. A purpose of this provision is to ensure to the fullest extent possible an adequate supply of skilled tradesmen for this and future Common- wealth public construction projects. As part of his obligation of remedial action under the foregoing section, the Contractor shall maintain on this project a not less than 4,8$ percent ratio of minority employee man hours to total man hours in each masons, electricians, ironworkers, operating engineer, and those "classes of work" enumerated in Section 44F of Chapter 149 of the Massachusetts General Laws. In the hiring of minority journeyment, apprentices, trainees and advanced trainees, the Contractor shall rely on referrals from a multi-employer affirmative action program approved by the Commission, traditional referral methods utilized by the construction industry, and referrals from agencies, not more than three in number at any one time, designated by the Liaison Committee or the Commission. At the discretion of the Commission there may be established for the life of this contract a body to be known as the Liaison Committee. The Liaison Committee shall be composed of one representative each from the agency or agencies administering this project, hereinafter called the administering agency, the Commission and such other representatives as may be•designated by the Com- omission in conjunction with the administering agency. The Contractor (or his agent, if any, designated by him as the on-site equal employment opportunity officer) shall recognize the Liaison Committee as an affirmative action body, and shall establish a continuing working relation ship with the Liaison Committee, consulting with the Liaison Committee on all matters related to minority recruitment, referral, employment and training. The Contractor shall prepare projected manning tables on a quarterly basis. These shall be broken down into projections by week, or workers required in each trade. Copies shall be furnished one week in advance of the commencement of the period covered, and also when updated, to the Commission and Liaison Committee. Records of employment referral orders, prepared by the Contractor, shall be made available to the Commission and to the Liaison Committee on request. The Contractor shall prepare weekly reports in a form approved by the Commis- sion of hours worked in each trade by each employee, identified as minority or non-minority. Copies of these shall- be provided at the end of each such week to the Commission and to the Liaison Committee. SGC-9 The recovery by the administering agency from the General Contractor' of 1/100 of 1% of the contract award price or $1000 whichever sum is t , greater, in the nature of liquidated damages or, if a Sub-contract ' price, or $400 whichever sum is greater, in the nature of-liquidated damages, for each week that such party fails or refuses to comply The suspension of any payment or part thereof due under the contract until such time as the General Contractor or any Subcontractor is able to demon- strate his compliance with the terms of the contract; The termination, or cancellation,. of the contract, in whole or in part, unless the General Contractor or any Subcontractor is able to demonstrate within a specified time his compliance with the terms of the contract; The denial to the General Contractor or any Subcontractor of the right to participate• in any future contracts awarded by the administering agency for a period of up to three years. If at any time after the imposition of one or more of the above sanctions a Contractor is able to demonstrate that he is in compliance with this Section, he may request the administering agency, in consultation with determination by the Commission as to whether the contractor is in com- pliance. Upon final determination of the Commission, the Administering Agency, based on the recommendation of the Commission, shall either lift the sanctions or reimpose them. Sanctions enumerated. under Sections X1-2 shall not be imposed by the admin- istering agency except after an adjudicatory proceeding, as that term is used. M.G.L. c. 30A, has been conducted. No investigation by the Coam►ission < or its agent shall be initiated without prior notice to the Contractor. 9. Severability The provisions of this section are severable, and if any of these provisions shall be unconstitutional by any court of competent jurisdiction, the decision of such court shall not affect or impair any of the remaining pro- visions. 10. Equal Employment opportunity for the Handicapped The contractor shall comply with the provisions of Executive Order No. 143 entitled "Equal Employment opportunity for the Handicapped" which is herein incorporated by reference and made a part of this contract. In connection with the performance of work under this contract, the contractor, subcontractors and supplies of goods and services shall not discriminate against the han- dicapped. Furthermore, contractors, subcontractors and suppliers of goods and services must give written notice of their commitments under this Article to any labor union, association or brotherhood with which they have a collective bargaining contract or other agreement. A copy of such notice must be furnished to the Awarding Authority at the time of the signing of the contract. SGC-8 "The bidder hereby certifies he shall comply with the minority man . * power ratio and specific action steps contained in the appendix EEO attached hereto, including compliance with the minority contractor compliance specified in Section V of said appendix. The contractor. receiving the award of the contract shall be required to obtain from each of its subcontractors and submit to the contracting or administering agency prior to the performance of any work under said contract a . certification by said subcontractor, regardless of tier, that it will comply with the minority manpower'ratio and specific affirmative action steps contained in the appendix EEO." 7. Contractor's Certification The Contractor's certification form must be signed by all successful low bidder(s) prior to award by the contracting agency. ( See Attachment) 8. Compliance-Information, Reports and Sanctions The Contractor will provide all information and reports required by the administering agency or the Commission on instructions issued by either of them and will permit access to its facilities and any books, records, accounts, and other sources of information which may be determined by the Commission to affect the employment of personnel. This provision shall apply only to information pertinent to the Commonwealth's supplementary affirmative action contract requirements. Where information required is in the exclusive pos- session of another who fails or refuses to furnish this information, the Contractor shall so certify to the administering agency or the Commission as appropriate and shall set forth what efforts he has made to obtain the information. Whenever the administering agency, the Commission or the Liaison Committee believes the General Contractor or any Subcontractor may not be operating in compliance with the terms of this Section, the Commission directly, or through its designated agent, shall conduct an appropriate investigation, and may confer with the parties, to determine if such Contractor is operating in compliance with the terms of this Section. If the Commission or its agent finds the General Contractor or any subcontractor not in compliance it shall make a preliminary report on non-compliance, and notify such Con- tractor in writing of such steps as will in the judgment of the Commission or its agent bring such Contractor into compliance. In the event that such Contractor fails or refuses to fully pefform such steps,' the Commission shall make a final report of non-compliance, and -recommend to the administering agency the imposition of one or more of the sanctions listed below. If, however, the Commission believes the General Contractor or any Subcontractor has taken or is taking every possible measure to achieve compliance, it shall not make a final report of non-compliance. Within fourteen days of the receipt of the recommendations of the Commission, the administering agency shall move to impose one or more of the following sanctions, as it may deem appropriate to attain full and effective enforcement: SGC-7 If the Contractor shall use any subcontractor on any work performed under contract, he shall take affirmative action to negotiate with qualified minority subcontractors. This affirmative action shall cover both pre-bid and post bid "^ periods. It shall include notification to the Office of Minority Business A Assistance (within the Executive Office of the Communities and Development) or its designee, while bids are in preparation, of all products, work or services for which the Contractor intends to negotiate bids. In the employment of journeymen, apprentices, trainees and advanced trainees, the Contractor shall give preference, first, to citizens of the Commonwealth who have served in the armed forces of the United States in time of war and have been honorably discharged therefrom or released from active duty therein and who are qualified to perform the work to which the employment relates, and, secondly, to citizens of the Commonwealth generally, and, if such cannot be obtained in sufficient numbers,then to citizens of the United States. A designee of the Commission and a designee of the Liaison Committee shall each have right of access to the construction site. 3. Compliance with Requirements The Contractor shall comply with the provisions of Executive Order No. 74 as amended by Executive Order No. 116 dated May 1, 1975, and of Chapter 151B as amended, of the Massachusetts General Laws, both of which are herein incorpor- ated by reference and made a part of this contract. 4. Non-Discrimination , The Contractor, in the performance of all work after award, and prior to completion of the contract work, will not discriminate on grounds of race, color, religious creed, national origin, age or sex in employment practices, in the selection or retention of subcontractors, or in the procurement of materials and rentals of equipment. S. Solicitations for Sub-Contracts, and for the Procurement of Materials and Equipment In all solicitations either by competitive bidding or negotiation made by the Contractor either for work to be performed under a subcontract or for the pro- curement of materials or equipment, each potential subcontractor or supplier shall be -notified in writing by the Contractor of the Contractors' obligations under this contract relative to non-discrimination and affirmative action. 6. Bidders Certification Requirements 1. The bidders certification form currently in use will be deleted from all future bid documents. 2. The following certification statement will be inserted in the bid document just above the bidder' s signature, as a substitute for the present certification form: SGC-6 (a) The contractor warrants, represents and agrees that durfng the time this contract is in effect, neither it or any affiliated company, as hereafter defined, participates in or cooperates with an international ►. boycott, as defined in Section 9999(b) (3) and (4) of the Internal Revenue Code of 1954, as amended, or engages in conduct declared to be unlawful by Section 2 of Chapter 1S1 E, Massachusetts General Laws. If there shall be a breach in the warranty, representation and agree- ment contained in this paragraph, then without limiting such other rights as it may have the HHA shall be entitled to rescind this contract. As used herein, an affiliated company shall be any business entity of which at least 51% of the Ownership interests are directly or indirectly Owned by the contractor or by a person or persons or business entity or entities directly or indirectly owning at least S1% of the ownership interests of the contractor, or which directly or indirectly owns at least 51% of the ownership interests of the contractor. 2. Access to Contractor's Records (Executive Order #195) The Governor or his designee, the secretary of administration and finance and the state auditor or his designee shall have the rights at reasonable times and upon reasonable notice to examine the books, records and other compilations of data of the contractor which pertain to the perforamnce and requirements of this contract insofar as there is no conflict with HUD like requirements. ARTICLE III - EQUAL EMPLOYMENT OPPORTUNITY ANTI-DISCRIMINATION AND AFFIRMATIVE ACTION PROGRAM 1. For purposes of this contract, "minority" refers to Asian-Americans, Blacks Spanish Surnamed Americans, North American Indians, and Cape Verdeans. "Commission" refers to the Massachusetts Commission Against Discrimination. 2. During the performance of this contract, the Contractor and all of (his) sub-contractors (hereinafter collectively referred to as the Contractor) , for himself, his assignees, and successors in interest, agree as follows: In connection with the performance of work under this contract, the Contractor shall not discriminate against any employee or applicant for employment because of race, color, religious creed, national origin, age or sex. The aforesaid provisions shall include, but not be limited to, the following: employment upgrading, demotion, or transfer; recruitment advertising; recruitment layoff; termination; rates of pay or other forms of compensation; conditions or privileges of employment; and selection for apprenticeship. The contractor shall post hereafter in conspicuous places, available for employees and applicants for employment, notices to be provided by the Commission setting forth the provisions of the Fair Employment Practices Law of the Commonwealth (M.G.L. Chapter 151B) In connection with the performance of work under this contract, the Contractor, shall undertake in good faith affirmative action measures designed to eliminate any discriminatory barriers in the terms and conditions of employment on the grounds of race, color, religious creed, national origin, age or sex, and to eliminate and remedy and effects of such discrimination in the past. SGC-5 (c) The contractor shall lay out his own work, and he shall be responsible for all lines, elevations and measurements of the building, grading, paving, and other work executed by him under the contract. He must exercise proper precaution to verify the materials shown on the drawings before laying out the work and will be held responsible for any error resulting from his failure to exercise such precautions. 12. Cutting Patching (a) All necessary cutting, coring, drilling, grouting, and patching to fit together the several parts of the work shall be done by the general contractor, except as may be specifically noted otherwise under any particular filed sub-bid section of the specifications. 13. Debris (a) Debris, both exterior and interior, shall not be permitted to accumulate and the work shall at all times be kept satisfactorily clean (b) Remove debris from the site of the work ind 'dispose it at any private or public dump that the general contractor may choose. The general contractor shall make all arrangements and obtain any approvals neces- sary from the owners or officials in charge of such dumps and shall bear all costs, including those resulting from such disposal. Garbage shall be removed daily. (c) No open fire on site permitted. 14. Site Protection (a) The General Contractor shall take precaution in execution of work for demolition of existing structures and materials not to disturb or damage any existing structures, landscaping, walks, roads, or other items, scheduled to remain. The contractor shall restore any damaged items to original condition and as directed by Architect. (b) The Contractor shall provide and erect acceptable barricades, fences, signs, and other traffic devices to protect the work from traffic and the public. 15. Form For Subcontract The contractor when subcontracting with sub-bidders filed pursuant to G.L. C140 s. 44f, shall use the form for subcontract as it formerly appeared in G. L. C149 x. 44I, prior to July 1, 1981, and the provisions of said sub- contract form are hereby incorporated by reference into this general contract. ARTICLE II - LEGAL RELATIONS/RESPONSIBILITY TO PUBLIC do I 1. Anti-Boycott Covenant (Executive Order #130) SGC-4 '8. Separate individual telephone service to the lines of the New'England Telephone $ Telegraph Company shall be provided and properly maintained and all calls relating to the work paid for by the general contractor. Service shall include provisions for incoming and outgoing calls- 1. in his office for the use of his authorized agents. 2. in the Resident Engineer's office for the use of authorized agents of the HHA 9. Employment of Competent Workmen (a) The contractor shall employ only competent men to do the work, acid whenever the Architect shall notify the contractor, in writing, that any man on the work is in his opinion, incompetent, unfaithful, disorderly or otherwise unsatisfactory, such employee shall be dis- charged from the work, and shall not again be employed on the project except with the consent of the Architect. (b) Duties and Qualifications of the Superintendent. The Superintendent shall be a competent and responsible employee, satisfactory to the OFFICE and the Architect, who is regularly employed by the contractor and as designated by him as his representative to be in full time attendance at the project site throughout the prosecution and progress of the Work. The Superintendent shall be responsible for coordinating all the Work of the contractor and all subcontractors. The Superintendent shall be licensed consistent with the Massachusetts State Building Code. All attempts to change the Superintendents shall be with the consent of the Architect and the OFFICE. The Superintendent's resume shall be submitted to the OFFICE and the contractor shall establish an emergency telephone line. 10. Safety Regulations (a) This project is subject to compliance with Public Law 92-596 "Occupa- tional safety and Health Act of 1970 (OSHA) , with respect to all rules and regulations pertaining to construction including Volume 36, numbers 75 and 105, of the Federal Register as amended, and as published by the U.S. Department of Labor. (b) The committing of nuisance on the site or adjacent property is prohibited. 11. Coordination of the Work. (a) The contractor shall supervise and direct the Work, using his best skill and attention. He shall be solely responsible for all construc- tion means, methods, techniques, sequences and procedures and for coor- dinating all portions of the Work under the contract. (b) The contractor shall be responsible for the proper fitting of all work and the coordination of the operations of all trades, subcontractors or material, men engaged upon the work. He shall be prepared to guarantee each of his subcontractors and dimensions which they may require for the fitting of their work to all surrounding work. SGC-3 Take down and remove all portions of the work condemned by the Architect as failing to conform to the contract, and promptly replace and re-execute the work in accordance therewith and without expense to the RHA and bear the expense of making good all work or property of other contractors or of the RHA• destroyed or damaged by such removal or replacement, repair any injury, defect, omission or mistake in the work as soon as it is discovered; com- plete and leave the work in perfect condition and finish, and immediately make good any defect, omission or mistake remaining therein upon notice by the Architect or OFFICE. 6. Provide buildings for the sanitary necessities of all persons employed on the work, beginning with the first workman at the site, shall be provided and maintained by the contractor - 1. at approved locations near work. 2. on the basis of not less than one unit for each 1S persons, or fraction thereof. 3. in a clean, sanitary condition at all times 4. of an approved chemical or incinerator type, or water closets, if permitted. If an incinerator type, a sufficient number shall be provided to permit daily incineration of 33-1/3%. S. adequately screened to be inaccessible to flies (Note: if existing sanitary facilities at the project site may be used by the contractor, this requirements will be modified accordingly in the Supplementary Conditions. 7. Temporary offices shall be erected near the site of the work, as directed by the Architect, adequately furnished and maintained in a clean, orderly condi- tion by the Contractor - provided the cost of once relocating the resident engineer's trailer shall be borne by the general contractor if the need so arises. 1. For his field office at which he or his authorized representative shall be present at all times while work is in progress. Instructions received there from the Architect shall be considered as delivered to the Contractor. 2. For the Resident Engineer, either a separate building or separate quarters with a thermostatically controlled heater, with full height partitions in close proximity to the contractor's office, at the option of the contractor, not less than 200 square feet in area, weathertight, well heated, well lighted by windows and electric lights, tightly screened door and windows with secure locking devices, separate toilet, and equipped with the following furniture and equipment in good condition: desk, typewriter, swivel chair, three office chairs, plan rack, calculator, plan table at least 32 by 84 inches, metal filing cabinet with 16 square feet of shelving and lock and key, coat rack, and outside a first-class mercury thermometer, all of which shall become the property of the general contractor at the conclusion of the work. Note: If office space can be assigned in existing buildings at project site this requirement will be modified accordingly in the Supplementary " Conditions. SGC-2 SUPPLEMENT TO HUD-5370 GENERAL CONDITIONS \ ARTICLE I - GENERAL PERFORMANCE OBLIGATIONS OF THE GENERAL CONTRACTOR In general, the contractor shall: 1. Carefully study the Contract Documents and any orders that shall be made and given as authorized in this contract, and procure from the Architect special information as to any part of the work not fully shown by said specifications, plans or orders., detail drawings if detail drawings are to be provided, and directions as to the order and manner of doing the work. 2. Carefully compare all specifications, plans, orders and drawings all figures dimensions, line marks, and scales, and all directions of the Architect relating to the work, and conform to those so there shall be no doubt or discrepancy, and at once submit all cases of doubt or discrepancy to the Architect for adjustment. 3. Furnish to the Architect in a timely manner all coordination drawings, shop details, shop drawings, and setting diagrams which may be necessary to acquiring and installing materials. These shall be reviewed as required by the Architect and a minimum of four (4) copies shall be submitted for final approval, one of which shall be returned of the contractor, one to the Resident Engineer, one to the OFFICE and the other filed with the Architect. The inspection and approval by the Architect of shop drawings etc. shall be general and shall in no way relieve the contractor from responsibility for proper fitting, construction and construction sequencing. ' 4. Give all notices, take out all permits except for gas and water and electric permits and connection charges; pay all other charges, fees, water, electric other rates therefore, give personal supervision thereto, keep a full time competent superintendent and sufficient competent employees thereon, carry on the work with all proper speed, and in accordance with the requirements of law and of all other public authorities, and to the satisfaction of the Architect, and the OFFICE, and furnish the Architect with such information and vouchers relative to the work, the materials therefore, and the persons employed thereon, as the Architect shall from time to time request. S. Furnish such batter boards and stakes and cause to be placed thereon so as to be easily read, such lines, marks and directions relating to the work as the Architect shall from time to time direct, and if any thereon is removed or cannot be easily read, replace same. The Architect shall es- tablish base lines and bench marks on the drawings for the location of the work but all other lines and grades must be determined by the Contractor. Prevent, by sheeting and shoring or bracing if necessary, any caving or bulging of the sides of any excavation made by the contractor, leaving sheeting and shoring in place, and if any is removed, fill solid the spaces left thereby. Provide pumping, drainage, and disposal of all water and/or whatever flows in any conduit interfered with by the contractor so that no puddle or nuisance will be caused by water or floor; protect everything from injury by water, frost, wind, fire accident or other cause, and from any interference. SGC-1 - HUD-5370 Pape 13 of 13 ~ Mach W73 { b. Neither final payment nor any provision in the Contract construed to extend to this Contract if made with a (including the foregoing subparagraph) nor partial or entire corporation for its general benefit. use or occupancy of the premises by the LHA shall constitute an acceptance of work not done in accordance with the Contract or relieve the Contractor of liability in 40, INTEREST Of MEMBERS,OFFICERS.OR EMPLOYEES respect to any express warranties, special guaranties, or in ANO FORMER MEMBERS,OFFICERS.OR EMPLOYEE: respect to faulty materials or workmanship, in accordance No member, officer, or employee of the LHA, no member with the low of the place of building - of the governing body of the locality in which the project is situated, no member of the governing body in which the 39. INTEREST OF MEMBER OF CONGRESS LHA was activated, and no other public official of such No member of or delegate to the Congress of the United locality or localities who exercises any functions or States of America or Resident Commissioner shall be responsibilities with respect to the project,shall,during his admitted to any share or part of this Contract or to any tenure, or for one year thereafter, have any interest,direct benefit to arise therefrom; but this provision shall not be or indirect, in this contract or the proceeds thereof. 'US Government Printing Office 1973 74-301 1117M GC-13 f 5370 12 13 13 .och 1973 for employment without regard to race,color.religion.sex, responsible for all such loss when a particular design. Or national origin. process or the product of a particular manufacturer or c. The Contractor will send to each labor union or manufacturers is specified, but if the Contractor has reason representative of workers with which he has a collective to believe that the design,process or product specified is an fLargaining agreement or other contract or understanding,a infringement of a patent, he shall be responsible for such notice to be provided advising the tabor union or workers loss unless he promptly gives wch information to the LHA. representative of the Contractor's commitments under this Equal Opportunity clause and shall post copies of the 39 WARRANTY OF TITLE notice in conspicuous places available to employees and applicants for employment. The Contractor warrants good title to all materials, sup- plies. and equipment incorporated in the work and agrees d. The Contractor will comply with all provisions of to deliver the premises together with all improvements Executive Order 11246 of September 24, 1965, and of the thereon free from any claim, liens, or charges, and agrees rules, regulations, and relevant orders of the Secretary of further that neither he nor any other person, firm, or Labor• corporation shall have any right to a lien upon the premises e. The Contractor will furnish all information and reports or anything appurtenant thereto. required by Executive Order 11246 of September 24, 1965, and by the rules,regulations,and orders of the Secretary of �• FINAL INSPECTION—ACCEPTANCE- Labor or pursuant thereto, and will permit access to his PARTIAL OCCUPANCY books, records and accounts by HUD and the Secretary of a. The Contractor shall notify the LHA, in writing, as to Labor for purposes of investigation to ascertain compliance the date when in his opinion all or a designated portion of with such rules,regulations,and orders. the work will be substantially completed and ready to- f. In the event of the Contractors noncompliance with the inspection. If the Architect determines that the state of Equal Opportunity clause of this Contract or with any of preparedness is as represented, the LHA will promptly ;h rules, regulations, or orders, this Contract may be arrange for the inspection. . ;ncelled, terminated, or suspended in whole or in part and b. The LHA, at its election, may occupy any of the the Contractor may be declared ineligible for further dwelling units, buildings,or other portions of the project as contracts in accordance with procedures authorized in such portions are inspected and accepted by the LHA, upon Executive Order 11246 of September 24, 1965, and such the following terms: other sanctions may be imposed and remedies invoked as (11 The occupancy or use of any space in the project provided in Executive Order 11246 of September 24, 1965, or by rule, regulation, or cider of the Secretary of Labor, shall not relieve the Contractor of liability to perform or as otherwise provided by law. any work required by the Contract but not completed at g. The Contractor will include the statement preceding the time of said occupancy subparagraph (a) and the provisions of subparagraph (a) (2) The Contractor shall be relieved of all maintenance through (g) in every subcontract or purchase order unless costs on the buildings occupied under this agreement. exempted by rules, regulations, or orders of the Secretary (3) The Contractor shall not be responsible for wear and of Labor issued pursuant to Section 204 of Executive X 'er tear or damage resulting from said occupancy. 11246 of September 24, 1965, so that such provisions will (4) The LHA shall assume risk of ;oss with respect to be binding upon each subcontractor or ven('or. The Contractor will take such action with :espect to ny •^Y building occupied by it under the terms of this subcontract or purchase order as HUD may direct as a Igreement; provided, the Contractor shall assume Lull means of enforcing such provisions including san.;tions )r responsibility for loss or damage traceable c his fault or noncompliance: Provided, however, That in the event ..se negligence in the performance of his Contract. Contractor becomes involved in or is threatei d w':h (5) The Contractor shall not be required to furnish heat. litigation with a subcontractor or vendor as a resu;t of s-.-h light, power, and water used in the buildings occupied direction by HUD, the Contractor may request :-e Un: d without proper remuneration therefor. States to enter into such litigation to protect th., �nter us of the United States. U. DEFECTS AND NONCOMPLIANT WORKMANSHIP %ND MATERIALS 3t. TERMINATION BECAUSE OF VIOLATION OF WAGE PROVISIONS a. fhe contractor shall promptly remedy any detects due to I wlty materials or workmanship and pay for any damage • 4 breach of paragraphs 27, 29, 30, 31, 32 at- 3 rrrsy oe t:, i her work resulting therefrom which shall appear within [ounds for termination of the Contract and 'karni !nt a period of one year from the date of LHA's u;e or r•re—ided in 29 CFR 5.6. ..zo.)ancy of the project as a whole. In the event that the %3L..ROYALTIES AND PATENTS piuj-:ct is scheduled to be completed in specified.grwlps or portions, car the LHA, at its election. accepts ;.00ps or The Contractor shall pay all royalties and 1.- fees. -le lxrrt'ont of the project for use or occupancy, :h-jn the "It defend all suits or claims for infrir,a• n,::it of my wuranty period for such group or portion will r(srn•,ience patent rights and shall save the Owner harrrrle-; from fuss at the time of its completion or acceptance The LIIA shall on -account thereof, except that the Uwner shall be give notice of observed defects with reasonable Proirlptness GC-12 HUD-5370 Pape 11 of 13 t� 1 March 1973 determined to be necessary to satisfy any liabilities of such required under the labor standards clauses of the Contract Contractor or subcontractor for liquidated damages as available for inspection by,authorized representatives of the provided in the clause set forth in subparagraph b. LHA, HUD, and the Department of Labor,and will permit d. Subcontracts—The Contractor shall insert in any subcon- such representatives to interview employees during working tracts the clauses set forth in subparagraphs(a), (b),and (c) hours on the job. of this psra"ph and also a clause requiring the subcon- c. The Contractor shall also furnish to the LHA any other tractors to include these clauses in any lower tier subcon • information or certifications relating to employees in aueh tracts which they may enter Into, together with a clause form as the LHA may request. requiring this insertion in any further subcontracts that may in turn be made. 31. DISPUTES CONCERNING WAGE RATES AND ' a. Compliance with Section 107(a) of the Act—The CLASSIFICATION OF LABOR Contractor shall comply with Section 107(x) of the A All disputes concerning prevailing wage rates or clmKi- Contract Work Hours and Safety Standards Act (Title 40 cations arising under this Contract involving (1) significant U.S.C., Sec. 333 (a)) and all regulations, rulings and sums of money, (2) large groups of employees,or(3) novel interpretations of the Secretary of Labor Issued thereunder. or unusual situations shall be promptly reported by the LHA to HUD for decision or, at the option of HUD, 29. COMPLIANCE MTN COPELAND REGULATIONS referral to the Secretary of Labor.The decision of HUD or (29 CFR Pan 3) the Secretary of Labor,as the use may be,shall be final. The Contractor shall comply with the Copeland Regula- b. All questions arising under this Contract relating to the tions (29 CFR Part 3) of the Secretary of Labor which are application or interpretation of the Copeland Act or Sec. herein incorporated by reference. 16(2) of the United States Housing Act of 1937 shall be referred to the Secretary of Labor for ruling or interpreta- 30. SUBMITTAL OF PAYROLLS AND RELATED REPORTS tion,and such ruling or interpretation"it be final. a. Payrolls and basic records relating thereto shall be maintained during the course of the work and preserved for 32• WAGE CLAIM"ND ADJUSTMENTS a period of three years thereafter for all laborers and In uses of underpayment of salaries or wages to any mechanics employed in the development of the project. architect, teainicai engineers. drattsmen, technicians, Such records shall contain the name and address of each laborers, or mechanics (including apprentices and trainees) such employee, his correct classification, rates of pay by the Contractor or any of his subcontractors,the LHA (including rates of contributions or costs anticipated of the may withhold from such Contractor out of payments due, types described in section 1(b)12) of the Davis-Bacon Act), an amount sufficient to pay persons employed on the work daily and weekly number of hours worked, deductions covered by the Contract the difference between the salaries made, and the actual wages paid. Whenever the Secretary of or wages required to be paid under the Contract and the Labor has found under 29 CFR 5.5(a)(1)00 that the wages salaries or wages actually paid such employees for the total of any laborer or mechanic include the amount of any costs number of hours worked, and the amounts withheld may reasonably anticipated in providing benefits under a plan or be disbursed by the LHA for and on account of the program described in section 1(b)(2)(S) of the Davis-Bacon Contractor or the subcontractor to the respective em- Act, the Contractor shall maintain records which show that ployees to whom they are due. the commitment to provide such benefits is enforceable, that the plan of the program is financially responsible,and 33. EQUAL EMPLOYMENT OPPORTUNITY that the plan or program has been communicated in writing During the performance of this contract, the Contractor to the laborers or mechanics affected, and records which show the cosu anticipated or the actual cost incurred in fees a follows: providing such benefits. a. The Contractor will not discriminate against any em- b. The Contractor shall submit weekly to the LHA such ployee or applicant for employment because of race,color, copies and summaries (on forms prescribed by HUD and religion, sex, or national origin. The Contractor will take furnished by the LHA) of all his payrolls and those of each affirmative action to ensure that applicants are employed, of his subcontractors, as the LHA or HUD may require. and that employees are treated during employment, with- Each payroll and summary shall be accompanied by a out regard to their race, color, religion, sex, or national statement signed by the employer or his agent indicating origin. Such action shall include, but not be limited to,the that the payrolls are correct and complete, that the wage following- Employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termina- rata contained therein are not less than those determined by the Secretary of Labor, and that the classifications set lion; rates of pay or other forms of compensation; and Con- forth for each laborer or mechanic conform with the work klett'on for training, including apprenticeship. The Con• he performed. A submission of a 'Weekly Statement of tractor agrees to post in conspicuous places, available be Compliance" which is required under this Contract and the employees and applicants for employment, notices to ROW. Copeland Regulations of the Secretary of Labor (29 CF R, provided setting forth the provisions of this Equal Oppor- Part 3) and the filing with the initial payroll or any tunity clause. subsequent payroll of a copy of any findings by the b. The Comractor will, in all solicitations or advertisements Secretary of Labor under 29 CFR 5.5(a)(1)(iv) shall satisfy for employees placed by or on behalf of the Contractor• this requirement. The Contractor shall make the records state that all qualified applicants will receive consideration GC-11 Ht "%;S370 PO of 13 tsi» (b) He will assure that 25 percent of such apprentices or mechanics includes a fringe benefit which is not expressed trainees in such occupation are in their first year of as an hourly wage rate and the Contractor is obligated to training, where feasible. Feasibility here involves a pay a cash equivalent of such a fringe benefit, an hourly consideration of (a) the availability of training oppor- cash equivalent thereof to be established. In the event the tunities for first year apprentices, (b) the hazardous Contractor, the LHA, and HUD cannot spree upon a cash nature of the work for beginning workers, (c) excessive equivalent of the fringe benefit, the question will be , unemployment of apprentices in_ their second and referred by HUD to the Secretary of Labor for final subsequent years of training; determination. (c) During the performance of the contract he will, to j• The Contractor may consider as part of the wages of any the greatest extent possible, employ the number of Laborer or mechanic the amount of any costs reasonably apprentices or trainees necessary to meet currently the anticipated m provioiny oenetrts under a pion or program requirements of (a)and (b) immediately preceding; described in section 1 (b)(2)(B) of the Davis-Bacon Act,or any bona fide fringe benefits not expressly listed in section (d) He will maintain records of employment by trade of 1 (b)(2) of the Davis-Bacon Act or otherwise not listed in the number of apprentices and trainees, apprentices and the wage determination decision of the Secretary of Labor trainees by first year of training,and of journeymen,and which is included in this Contract,only when the Secretary the wages paid and hours of work of such apprentices, of Labor has found, upon the written request of the trainees and journeymen;and he will make these records Contractor, that the applicable standards of the Davis- available for inspection upon request of the Department Bacon Act have been met. Whenever practicable, the of Labor and the Government; Contractor should request the Secretary of Labor to make such findings before the making of the Contract. In the (e) If he claims compliance based on the criterion stated event of unfunded plans and programs, the Secretary of in 29 CFR 5a.4(b), he will maintain records of employ- Labor may require the Contractor to set aside in a separate ment. as described in the immediately preceding para• account assets for the meeting of obligations under the plan graph, on non-Federal and nonfederally assisted or program. nstruction work done during the performance of the _.mtract in the same labor market area;and he will make 29. CONTRACT WORK HOURS AND SAFETY STANDARDS these records available for inspection upon request of ACT—OVERTIME COMPENSATION the Department of Labor and the Government; As. used in this paragraph, the terms "laborers" and (f) He will supply one copy of the written notices mechanics" ipclude watchmen and guards. required in accordance with 29 CFR 5a.4(c) at the request of Government compliance officers, and will s. Overtime requirements—No Contractor or subcontractor contracting for any part of the contract work which may supply at 3-month intervals during the performance of the contract and after completion of contract perform- require or involve the employment of laborers or mechanics once a statement describing steps taken toward making a shall require or permit any taborer or mechanic in any diligent effort and containing a breakdown by craft, of workweek in which he is employed on such work to work hours worked and wages aid for first year a in excess of eight hours in any calendar day or in excess of 9 p y apprentices forty hours in such workweek unless such laborer or and trainees, other apprentices and trainees, and mechanic receives compensation at a rate not less than one journeymen. One copy of the statement will be sent to and one-half times his basic rates of pay for all hours the Government and one to the Secretary of Labor. worked in excess of eight hours in any calendar day or in g. No laborer or mechanic employed in the development of excess of forty hours in any ;uch workweek, as the case the project shall be discharged or in any other manner may be. discriminated against because such laborer or mechanic has filed any complaint or instituted or caused to be institut b. Violation, liability for unpaid wages, liquidated dam- ed any proceedings ages—In the event of any violation of the clause set forth in ngs or has testified or is about to testify in any subparagraph a, the Contractor and any subcontractor proceedings under or relating to, the labor standards responsible therefor shall be liable to any affected em- incorporated in the Contract. ployee for his unpaid wages. In addition, such Contractor III. The LHA will require that any class of laborers or and subcontractor shall be liable to the United States for mechanics (including apprentices and trainees) liquidated damages. Such liquidated damages shall be which is not listed in the wage determination and which is computed, with respect to each individual taborer or to be employed under the Contract shall be classified or mechanic employed in violation of the clause set forth in reclassified conformably to the wage determination. In the subparagraph a, in the sum of $10 for each calendar day on evp'- the Contractor, the LHA, and HUD cannot agree on which such employee was required or permitted to work in 0,Wper classification or (eclassificatiun of a particular excess of eight hours or in excess of the standard workweek laborers and mechanics (including apprentices and of forty hours without payment of the overtime wages trainees) to be used, the question will he referred by HUD required by the clause set forth in subparagraph a. to the Secretary of Labor for final determination. c. Withholding for liquidated damages—The LHA may withhold, or cause to be withheld, from any moneys i. The LHA will require, whenever the minimum wage rate payable on account of work perfurmed by the Contractor Prescribed in the Contract for a class of laborers or or subcontractor, such sums as may administratively be GC-10 Pape 9 of 13 l aAe►eh 1i73 and building equipment. The Builder's Risk Insurance shall covering the particular weekly period, are deemed to be be for the benefit of the Contractor and the LHA as their constructively made or incurred during such weekly period. interests may appear. and each shall be named in the policy d,. If the Contractor or any of his subcontractors finds it or policies as on assured. The Contractor in installing necessary or desirable to exceed the prevailing salary or equipment supplied by the LHA, such as ranges and wage ata specified in his Contract an ex � >� Y pease incurred refrigerators, shall carry insurance on such equipment from by the Contractor or subcontractors because of the the time he takes possession thereof until his Contract work payment of salaries or wages in excess of such amounts is accepted by the LHA. Builders Risk Insurance need not shall not be cause for any increase in the amount payable be carried on excavations, piers, footings, or foundations under his Contract. until such time as work on the superstructure is started. It need not be carried on landscape work. Policies shall e• The LHA will not make any payment under this furnish coverage at all times for the full cash value of all Contract unless and until the LHA has received a certifica• completed construction, as well as materials in place and/or tion from the Contractor that such Contractor and each of stored at the site, whether or not the partial payment has his subcontractors have made payment to each class of been made by the LHA.The Contractor may terminate this employees in compliance with the applicable provisions of insurance on buildings taken over for occupancy by the subparagraphs a,b,and c of this paragraph. LHA as of the date said buildings are taken over. 11.(1)(a) Apprentices will be permitted to work as such only e. All insurance shall be carried with companies which are when they are- registered, individually, under a bona fide financially responsible. If any such insurance is due to apprenticeship program registered with a State apprentice- expire during the construction period, the Contractor shall ship agency which is recognized by the Bureau of not permit the coverage to lapse and shall furnish evidence Apprenticeship and Training, U.S. Department of Labor; of coverage to the LHA. or, if no such recognized agency exists in a State, under a program registered with the Bureau of Apprenticeship and Z7. PREVAILING SALARIES OR WAGES Training, U.S. Department of Labor.The allowable ratio of apprentices to journeymen in any craft classification shall a. The Contractor shall pay to'all architects, technical not be greater than the ratio permitted to the Contractor as engineers, draftsmen, and technicians employed in tonnes- to his entire work force under the registered program.Any tion with this Contract not less than the salaries or wages employee listed on a payroll at an apprentice wage rate, prevailing in the locality of the project, as determined or who is not a trainee as defined in subsection (b) immediate. adopted (subsequent to a determination under applicable ly following or is not registered as above, shalt be paid the State or local law) by HUD. wage rate determined by the Secretary of Labor for the b. The Contractor shall pay to all laborers and mechanics classification of work he actually performed. The Con- employed in the development of the project not less than tractor or Subcontractor will be required to furnish to the the wages prevailing in the locality of the project, as LHA written evidence of the registration of his program predetermined by the Secretary of Labor of the United and apprentices as well as of the appropriate ratios and States pursuant to the Davis Bacon Act (Title 40, U.S.C., wage rates, for the area of construction prior to using any Sacs. 276a-276a•5). apprentices on the contract work. e. All laborers and mechanics employed in the develop. (b) Trainees will be permitted to work as such when ment of the project shall be paid unconditionally and not they are bona fide trainees employed pursuant to a less often than once a week, and without subsequent program approved by the U.S. Department of Labor• deduction or rebate on any account (except such payroll Manpower Administration, Bureau of Apprenticeship deductions as are permitted by the regulations issued by the and Training, and where subsection (c) immediately Secretary of Labor under the Copeland Act (29 CFR Part following is applicable, in accordance with the provisions 3)), the full amounts due at the time of payment computed of Section 1g(2). at wage rates not less than those contained in the wage determination decision of the Secretary of Labor, the (c) On contracts in excess of $10,000 the employment substance of which is included in the Special Conditions, of all laborers and mechanics, including apprentices and regardless of any contractual relationship which may be trainees, as defined in 29 CFR Part 5.2(c) shall also be alleged to exist between the Contractor or subcontractor subject to the provisions of Section 19(2). Apprentices and such laborers and mechanics; and the wage determina• and trainees shall be hired in accordance with the tion decision and the Department of Labor Wage Rate provisions of Section ig(21. Information Poster shall be posted by the Contractor at the site of the work in a prominent place where it can be easily (2) The Contractor agrees that: seen by the workers. For the purpose of this clause, contributions made or costs reasonably anticipated under (a) He will make a diligent effort to hire for tht • section 1 (b)(2) of the Davis-Bacon Act on behalf of performance of the contract a number of apprentices of laborers or mechanics are considered wages paid to such trainees, or both, in each occupation,which bears to thr laborers or mechanics subject to the provisions of 29 CFR average number of the journeymen in that occupation tc 6.6 (a)(1)(M. Also for the purpose of this clause, regular be employed in the performance of the contract th, contributions made w costs incurred for more than a applicable ratio as determined by the Secretary o weekly period under plans, funds, or programs, but Labor; GC-9 $of 13 _ ,ch 1973 b. "Construction material" means any article, material, or 23. SANITARY FACILITIES supply brought to the construction site for incorporation in The Contractor shall furnish, install and maintain ample the building or work. An unmanufactured construction sanitary facilities for the workmen. These facilities shall be material is a'domestic construction material" if it has been su"16ent to meet the project needs ano located to the mined or produced in the United States. A manufactured satisfaction of the Architect. All such facilities and services construction material is a'domestic construction material" shall be furnished in strict accordance with governing health if it has been manufactured in the United States and if the regulations. CM of its components which have been mined, produced, Or manufactured in the United States exceeds SO percent of 24. TEMPORARY HEATING the cost of all its components. "Component' means any The Contractor shall provide and pay for temporary article, material, or supply directly incorporated in a heating, covering and enclosures necessary to otect construction material. y protect Properly all work and materials against damage by damp- c. A component shall be considered to have been "mined, ness and cold, to dry out the work, and to facilitate the produced, or manufactured in the United States" (regard- completion of the work. Any permanent heating equipment less of its source in fact) if the article, material, or supply in used shall be turned over to the LHA in the condition,and which it is incorporated was manufactured in the United at the time,required by the Specifications. States and the component is of a class or kind determined 25, REVIEW BY THE LHA,ARCHITECT,AND HUD by HUD to be not mined, produced, or manufactured in the United States in sufficient and reasonably available a. The Local Authority, Architect, and HUD shall, at all commercial quantities and of a satisfactory quality. times and places, have access to and be permitted to observe and review all work, materials,equipment, payrolls, 21. CARE OF THE WORK personnel records, employment conditions, material in- voices, contracts, books of account,and other relevant data a. The Contractor shall adopt reasonable methods during and records. All instructions and approvals with respect to •tee life of the Contract to furnish continuous protection to the work shall be given to the Contractor only by the LHA site and to the work, materials, and equipment thereon or the Architect as provided herein, or their authorized to the end that loss or damage may be prevented. He shall representatives. be responsible for all damages to persons or property that b. If any work is covered up without approval of the occur as a result of his fault or negligence in connection Architect, it must, if, requested by the Architect, be with the prosecution of the work and shall be responsible 'uncovered at the expense of the Contractor. Should the for the proper care and protection of all materials delivered Architect Consider it necessary or advisable, at any time and work performed until completion and final acceptance, before final acceptance of the entire work, to make an whether or not the same has been covered by partial examination of work already completed, by removing or payments made by the LHA, tearing out same, the Contractor shall on request promptly b. The Contractor shall shore up, brace, underpin, secure, furnish all necessary facilities, labor, and material. If such and protect as may be necessary all foundations and other work is found to be defective in any material respect, the parts of existing structures adjacent to, adjoining, and in Contractor shall defray all the expenses of such examins- any way affected lion and of satisfactory reconstruction. If, however, such the vicinity of the site, which may be in work is found to meet the requirements of the Contract, by the excavations or other operations connected with the construction of the the cost of uncovering and replacement shall be covered by project. The Contractor shall be appropriate Change Order adjusting the contract amount responsible for the giving of any and all required notices to accordingly. any adjoining or adjacent property owner or other party before the commencement of any work. The Contractor 26. INSURANCE shall Indemnify and save harmless the LHA from any a Before commencing work, the Contractor and each of damages on account settlement or the toss of lateral his subcontractors support of adjoining properly shall furnish the LHA with evidence and from all loss or expense ' and all damages for which the LHA may become liable in showing that the following insurance is in force and will consequence of such injury or damage to adjoining and cover all operations under the Contract: adjacent structures and their premises. (1) Workmen's Compensation, in accordance with State or Territorial Workmen's Compensation laws; 22. ACCIDENT PREVENTION (2) Manufacturers and contractors public liability with The Contractor shall exercise proper precaution at all times uodily injury and property damage limits of not less • the protection of persons and property. The safety than $100,000/S300,000/S50,000 to protect the Con• ^-:ions of applicable law, building, and construction tractor and each Subcontractor against claims for per- , shall be observed. -Machinery, equipment and all s°nal injury or death and damage to the property of hazards shall be guarded in accordance with the safety others. This shall covet the use of all equipment, hoists, provisions of the Manual of Accident Prevention in Con- and vehicles on the site or sites. struction published by the Associated General Contractors b. The Contractor shall carry Builder's Risk• (fire and- of America, to the extent that such provisions are not in extended coverage) Insurance upon all work in place and/or contravention of applicable law. materials stored at the building site, including foundations GC-8 HUO-6370 Pape 7 of 13 Msreh 1873 Non. not already in his possession, which he will require in d. Wherever materials art required to comply with nco¢ the planning and production of the work. Such requests nized Standards or Federal Specifications, such specific&- may be submitted from time to time as the need is tions shall be accepted as establishing the technical qualities approached, but each such request shall be filed in ample ind testing rnstnods, but Walt not "ern the tluntoer of time to permit appropriate at:uun W ue taKen Dy all parties tests required to be made nor modify other contrsct involved so as to avoid delay. requirements. The Architect may require laboratory test reports on items submitted-for approval or may approve 17. MATERIALS AND WORKMANSHIP materials on the basis of data submitted in Certificates with a. The Contractor warrants to the LHA that all materials samples. Check tats will be made, on materials delivered and equipment furnished under this Contract will be new for use, only as frequently as the Architect considers unless otherwise specified,and that all work will be of good necessary to insure compliance of materials. quality, free from faults and defects, and in conformance e. Except as otherwise specifically stated in the Contract, with the Contract. Where materials, equipment, articles or the costs of sampling and toting will be divided as follows: workmanship are referred to in the Technical Specifications as "equal to" any particular standard, the Architect shall (1) The Contractor will furnish without extra cost, decide the question of equality. including packing and delivery charges, all samples b. Materials specified by reference to the number or required for testing purposes; symbol of a standard,such as a Product Standard, a Federal (2) The Contractor will assume all costs of re-testing Specification, or other standarc:, shall comply with require- materials which fail to meet contract requirements; ments in the latest is uE revisinn, and and amendment or (3) The Contractor will assume all costs of testinc suppitment thereto in effect o.t the date ui the invitation materials offered in substitution for those found defi- for Bids. cient;and It Spec+tic reference in tlrr Technical S^erificstions to any (4) The LHA will pay all other expenses. article, device, product, material, fixture, form or type of f. After approval,samples will be kept in the Project Office construction, etc., by trade name, mare or catalog number until completion of work.They may be built into the wori shall be interpreted as establishing a standard of quality and shall not be construed as limiting competition; and the after a substantial quantity of the materials they represen Contractor, in such cases, may at his option use any article, has been built in and approved. device, product, material,fixture, form or type of construc tion, etc.,which in the judgment of the A-t hitect expressed 19 PERMITS AND CODES in writing, is equal to that namHi. a. The Contractor shall give all notices and comply with a d. The Contractor shall furnish In the Architect for applicable laws, ordinances, codes, rules and regulation! The intent of this Contract is that the Contractor shall bas approval the name of the m>,nutar turn at machinery, his bid upon the Drawings and the Specifications, but the mechanical and othr equipment which he contemplates all work installed shall comply with all applicable codes an installing, together with full into,matron as to type, performance as amended by any waivers. Before installing t► erfnrmance characteristic. and all other pertinent infor• work, the Contractor shall examine the Drawings and t' motion required. He shall likewise submit tar approval as Specifications for compliance with applicable codes a• required full information concerning the materials or regulations bearing on the work, and shall immediate articles which he propose to incorporate in the work. report any discrepancy to the Architect.Where the requir 111. SAMPLES,CERTIFICATES.AND TESTS ments of the Drawings and Specifications fail to comp with the applicable code or regulation, the Contract shall a. The Contractor shall timely furnish to the Architect for adjusted by Change Order to conform to the code approval all samples (and certificates related to them) as regulation. stipulated under the several divisions of the Technical Specifications. He shall label, or otherwise properly mark b. The Contractor shall secure and pay for all permits, ter on the container, the material or product represented, its and licenses necessary for the proper execution a, place of origin, the name of the producer, the name of the completion of the work. Where the LHA can arrange f • Contractor, and the identification of the Project for which the issuance of all or part of these permits, fen a • it is intended. licenses, without cost to the Contractor, the Contrr amount will be reduced accordingly. b. Certificates shall be submitted in triplicate, describing seeh sample submitted for approval,and certifying that the 20. BUY AMERICAN material, equipment or accessory complies with Contract a. In accordance with the provisions of Section 6(c) of t requirements. They shall include the name and brand of the United States Housing Act of 1937, as amended, (42 U.S product, name of manufacturer, and the location where 1406(c)), the Buy American Act (41 U.S.C. 108•10d). a produced. Executive Order 10582, December 17, 1954, 13 C e. Approval of any material shaft not constitute a waiver of Supp.), the Contractor agrees that only domestic coast► the LHA's right to demand full compliance with Contract tion material will be used (by the Contractor, subs requirements. Materials, equipment and accessories may be tractors• materialmen, and suppliers) in the performsnct rejected for cause even though such articles have been given this contract, except for the nondomestic materials lister — . approval. the Special Conditions. GC—7 4 370 . ri 13 ,9» Irosaute the same to completion, by contract or other- like effect as if shown on or mentioned in both. In ase of rise, and may take possession of and utilize in completing difference between Drawings and Technical Specifications` he work such materials,appliances„ and plant as may be on the Technical Specifications shall govern. In use of any :he site of the work. The Contractor and his sureties shall discrepancy in Drawings, or Technical Specifications. the )o liable to the LHA for any excess cost occasioned the matter shall oe Immedistwy suumttted to the Architect, '.HA in completing the work. without whose decision said discrepancy shall not be ). Until such time as the LHA terminates the right of the adjusted by the Contractor, save only at his own risk and .ontractor to proceed, the Contractor shall continue the expense. In case of differences between small and large Mork, and the Contractor shall pay to the LHA as fixed, scale drawings, the larger scale drawings shall take prece- ►greed, and liquidated damages (it being impossible to done. ietermine the actual damages occasioned by the delay) for b. Except for the Contractor's executed set, all Drawings Mach calendar diy of delay, until the work is completed, or and the Specifications are and remain the property of the wccepted, or until such time as the Contractor's right to LHA. Such Drawings and Specifications are not to be used xoceed shall be terminated, the amount as set forth in the on other work, and those sets in usable conditions shall be Contract; and the Contractor and his sureties shall be liable returned to the LHA, upon request, at the completion or for the amount thereof. In the event the LHA shall at any cessation of the work or termination of the contract. time subsequent to the date of completion as established in the Contract or any amendment thereto, terminate the 14. SHOP DRAWINGS Contractor's right to proceed, such termination shall not a The Contractor shall review, stamp with his approval, relieve the Contractor of the payment of the liquidated and submit to the Architect with reasonable promptness,so lamages which have accrued from the completion date as as to cause no delay, all required shop drawings. No work estsblished in the Contract, up to and including the date of shall be fabricated by the contractor, save at his own risk, the termination of the Contractors right to proceed. until approval has been given. At the time of submission, :. The right of the Contractor to proceed shall not be the Contractor shall inform the Architect in writing of any I^ ninated nor the Contractor charged with liquidated deviation from the Contract requirements. gas because of any delays in the completion of the worts due to unforeseeable causes beyond the control and b• Where a shop drawing as submitted by the Contractor Ar to- without the fault or negligence of the Contractor, including test rites s departure from the Contract which the Arche but not restricted to acts of God, or of the public enemy, teR deems to be a minor adjustment in the interest of the LHA not involving a change in Contract price or extension acts of the Government, acts of . LHA, tires, floods, epidemic. quarantine restrictions, strikes, fitiQht em of time. the.Architect may approve the drawing but the bargoes,-and unusually severe weather or delays of subcon- tractors due to such causes, if the Contractor shall within "The modification shown on the attached drawing is 10 days from the beginning of such delay (unless the LHA, approved in the interest of the LHA to effect an with the approval of HUD, shall grant a further period of improvement for the project and is ordered with the time prior to the date of final settlement of the Contract) understanding that it does not involve any change in the notify the Contracting Officer in writing of the causes of Contract price or time; that it is subject generally to all the delay. The Contracting Officer shall ascertain the facts Contract stipulations and covenants; and that it is and the extent of delay, and the LHA shall, subject to the without prejudice to any and all rights of the LHA under prior approval of HUD, extend the time for completing the the Contract and bond or bonds." work when in its judgment the findings of fact of the c. The approval of shop drawings shall not relieve the Contracting Officer justify such an extension, and his findings of fact thereon shall be final and conclusive upon Contractor of responsibility for adherence to the Contract, the parties to this contract. nor shall it relieve him of the responsibility for any error which may exist. 12. ASSIGNMENT OF CONTRACT The Contractor's obligations and duties under this Contract 15. AS-BUILT DRAWINGS shall not be assigned in whole or in part by the Contractor As requested, the Contractor shall provide the Architect without the written approval of the LHA,but this shall not with accurate information to be used in the preparation of prohibit the assignment of the proceeds due hereunder to a permanent As-Built drawings. For this purpose, the Con- bank or financial institution nor shall this provision tractor shall record on one set of contract drawings all preclude the Contractor from subletting, as provided in this changes from the installations originally indicated, and Contract, parts of the work in accordance with the general record final locations of underground lines by depth from r, 'ice of the building industry. This Contract may be finish grade and by accurate horizontal offset distances to ,,IIId by the LHA to any corporation, agency, or permanent surface improvements such as buildings, curbs, ientality authorized to accept such assignment. or edges of walks. 13. SPECIFICATIONS AND DRAWINGS 1S. REQUESTS FOR SUPPLEMENTARY INFORMATION S. Anything mentioned in the Technical Specifications and It shall be the responsibility of the Contractor to make not shown on the Drawings,or shown on the Drawings and timely-Tequests of the Architect for such large scale and full not mentioned in the Technical Specifications, shall be of size drawings, color schemes, and other additional inform&• GC-6 HUD-537C Pape 5 of 1: r� starers 107: Method-2-Adjustment after Performance tions differing materially from than inherent Jr, Work ce By prior issuance of a Proceed Order. authorizing the character provided for in this contract. he shat Contractor to proceed with the change by the most promptly, and before such conditions are disturbed,notifl economical method. If net extra cost is anticipated such the LHA in writinjp. They shall cause the Architect U order shall state the maximum sum, including all items of Investigate such conditions and if they do materially differ overhead and profit. If such sum is exhausted prior to the make such changes in the Drawings and Specifications a completion of the change,the Contractor shalt not proceed the Architect may find necessary. with the work without an additional and separate Proceed c. Any discrepancies which may be discovered between Order. If a credit is anticipated the Proceed Order shall actual conditions and those represented by the topoyraplti state the amount of anticipated credit. at maps and plans shall be reported to the LHA at unee The Contractor shall keep an accurate current account of and work shall not proceed,except at the Contrar:tor's rio the cost of such work and present it in such form, and until written instructions have been received by him. substantiated by such supporting papers as the Architect d. If the Contractor claims that any instructions b may require. Upon completion and determination of the drawings or otherwise involve extra cost or extension c cost, a Change Order shall be issued establishing the time, he shall, within ten days after receipt of suc increase or decrease in the contract price or contract time. instructions, and in any event before proceeding to execui e. For any item involved in a change for which a unit price the work,submit his protest in writing to the LHA. (including all items of cost, and overhead and profit) has e. If, on the basis of available evidence, LHA determine been duly established, either as provided in the contract or that art adjustment of the Contract price or time by subsequent agreement,the change in contract price shall justifiable, the procedure shalt then be as provided herei be determined by applying the unit price to the net for"Changes in the Work." quantity of the item involved without further allowance for overhead and profit. 10. DISPUTES d. The following allowances shall be added to the net extra a. All disputes, uther than those required to be handle cost of all changes (excluding items for which unit prices under Paragraph 31 of the General Conditions, and e have been established): claims for alleged brearh of contract shall, within ten da (1) For the subcontractor, 12% of the net extra cost of of cumme,►cernent of dispute, be presented in writing the work he performs. the Corner Ling Officer fm dpcision; but in the rtreanwhi' the Contractor shall proceed with the work as directed. (2) For the Contractor, 6% of the net extra cost of the work performed by subcontractors. b. The Contractor shall submit in detail his claim and t pruuf thereof. The LHA shall,with reasonable promptner (3) For the Contractor, 12%of the net extra cost of the after obtaining the approval of HUD, render its decision work he performs with his own forces. the Contractor in writing e. The cost shall include all direct and necessary produc• c. If the Contractor does not agree with any decision of t tion costs of the work itself, i.e. labor and items incidental Contracting Office,, Ile sl,611 except that decision from t to labor (such as public liability and workmens'compensa• final release. tion insurance, old age and unemployment insurance,social security), pro-rata charges for foremen, material, and the d. Provided the Contractor has (1) given notice of a use of power tools and equipment. Among the items to be dispute within the limit stated above; (2) taken except considered as overhead and not as cost are insurance other to the Contracting Officer's decision in his release; and than as mentioned above, premium or bond(s) required by brought suit within 120 days after receipt of final paym the Contract, supervision, superintendents, timekeepers, under this contract or within six months of a writ clerks, watchmen, small tools, incidental job burdens, and request by the LHA that he submit a final voucher s general office expense. release, whichever time is the lesser. then the Contract f. For each Change Order issued, the Contractor shall Officer's decision shall not be final and conclusive but dispute shall be tried in court on its merits. In the event furnish an itemized, bona fide,written proposal in multiple- above conditions precedent have not been met, the C copy form and with such supporting papers as the Architect tractor hereby agrees that his noncompliance with may require, conditions precedent constitutes a waiver of his right 11. CLAIMS assert said claim. a. By execution of this Contract, the Contractor warrants 11. DELAYS—DAMAGES that he has visited the site of the proposed work and fully a. If the Contractor refuses or fails to prosecute the vw acquainted himself with the conditions there existing or any separable part thereof, with such diligence as relating to construction and labor, and that he fully insure its completion within the time specified in understands the facilities, difficulties, and restrictions at- Contract,or any extension thereof,or fails to complete tending the execution of the work under the Contract. work within such time,the LHA,may.by written notic b. Should the Contractor encounter subsurface or latent the Contractor, terminate his right to proceed with conditions at the site materially differing from those work or such part of the work*as to which there has t provided for in this Contract, or unknown physical condi• delay. In such event the LHA may take over the work GC-5 J-5370 jap4of 13 1973 _ contractors and carefully fit his own work to that provided by other contractors,or as a waiver of the right of the LHA under other contracts as may be directed by the LHA.The to require the fulfillment of all terms of the Contract. In Contractor shall not commit or permit any act which will the event the work of the Contractor has been damaged by interfere with the performance of work by any other Sher- contractors or by others than the employees of the contractor. Wire other contractors are employed for such LHA in the course of their employment, the Contractor additional work. it shall be the responsibility of the LHA to agrees to restore such damaged work without cost to the coordinate the work of all such contractors unless other- LHA and to seek redress for his damage only from those wise expressly provided elsewhere in this contract. who directly caused it. S. SCHEDULE OF AMOUNTS FOR CONTRACT PAYMENTS d. Upon completion and acceptance of all work required hereunder, the amount due the Contractor under this a. Immediately after execution of the Contract, and as a Contract shall be paid upon certification by the Architect basis upon which partial payments may be authorized, the and approval by the LHA and HUD, after the Contractor Contractor shall furnish to the Architect, on forms sup- has furnished the LHA with a release in satisfactory form of plied, a detailed estimate (herein termed "Breakdown"), all claims against the LHA arising under and by virtue of giving a complete breakdown of his Contract price, so this Contract, other than such claims, if any, as may be arranged and itemized as to meet the approval of the specifically excepted by the Contractor from the operation Architect. If the Contract covers more than one project, a of the release. Each such exception shalt embrace no more separate Breakdown shall be furnished for each. than one claim, the basis and scope of which is clearly b. The values and quantities employed in making up this defined and the amount stated, and the amounts of such Breakdown are for determining the amount of partial excepted claims shall not be included in the voucher for payments and shall not be taken as a basis for additions to final payment. or deductions from the contract price. e. The LHA, before making any payment, may require the e. In order to receive partial payments .as• the work Contractor to furnish receipts or other evidence of payment progresses, the Contractor shall submit to the LHA, on from all persons performing work and supplying material to rms supplied, periodic estimates showing the value of the the Contractor, if the LHA deems the same necessary in .fork performed each period, based upon the items appear- order to protect its interests. The LHA may, however, make ing in the approved Breakdown. Such estimates must be payment in part or in full to the Contractor without submitted not later than ten days in advance of the date set requiring the furnishing of such receipts or evidence of for payment, and are subject to correction and revision as payment. These provisions shall be construed solely for the required. In final form, they must bear the certification of benefit of the LHA and shall not require the LHA to both the Architect and the LHA before any payment may determine or adjust any claims or disputes between the be made. Contractor and his subcontractors or materialmen, or to withhold any moneys for their protection unless the LHA S. CONSTRUCTION PROGRESS SCHEDULE elects to do so. The failure or refusal of the LHA to Promptly after approval of the "Breakdown,' the Con withhold any moneys from the Contractor shall in nowise tractor shall submit to the Architect for approval, s impair the obligations of any surety or sureties under any carefully considered Progress Schedule prepared in accord bond Or bonds furnished under this Contract. ance with instructions. •. CHANGES IN THE WORK 7. PAYMENTS TO CONTRACTOR a. The LHA may make changes in the work Of the a. Partial payments will be made at approximately thirty Contractor by making alterations therein, or by making (30) day intervals; and in preparing estimates, acceptable additions thereto, or by omitting work therefrom,without work in place, material delivered to and properly stored on invalidating the Contract, and without relieving or releasing the site, ono preparatory worn vaTir will be taken into the Contractor from any guaranty given by him pursuant to consideration. If the Contract covers more than one the Contract provisions, and without affecting the validity project,a separate estimate shall be furnished for each. of the bond(s) and without relieving or releasing the surety b. In making such partial payments, there snair oe retained or sureties of said bond(s). All such work shall be executed 10% of the estimated amount until final completion and under the conditions of the Contract. b. Except in an emergency endangering life or property,no ameptance of all work covered by the Contract. If, after change shall be made by the Contractor unless he has 50% of the work has been completed, the Architect determines that the Contractor's performance and progress received a Prior written order from the LHA,countersigned by the Architect, and approved on its face by HUD, w satisfactory, the LHA may make the remaining partial + syments in full for the work subsequently completed, authorizing the change. Any change in the work shall be ordered and the adjustment of the contract price or time ^All material and work govered by partial payments made shall be determined by one of the following methods: dl thereupon become the sole property of the LHA,but this provision shall not be construed as relieving the Method-1–Adjustment before Performance Contractor from the sole responsibility for the care and protection of materials and work upon which payments By issuance of a Change Order providing for an agreed —Rave been made or the restoration of any damaged work, lump-sum adjustment and supported as provided in sub- whether such damage has been caused by the Contractor or paragraph 8f. GC-4 HUD-537o _ Page 3 of 13 Iw ci ti» l , GENERAL CONDITIONS 1. DEFINITIONS tractor. The Contractor shall also preside a staff adequate a. The "Contract' mans the Contract executed by the to coordinate and expedite his work and that of his LHA and the Contractor, of which these General Condi- subcontractors to ensure compliance with contract require• tions form a port. manta. b. The terms "LHA" or "Local Authority" and "Con. c. The Contractor may authorize his superintendent or tractor"man the respective parties to the Contract other Individual to sign for him and in his name, N the c. The term "HUD" mans the United States of America contractor has filed with the LHA a notarized statement (acting through the Department of Housing and Urban evidencing such authorization and authenticating the sigma- Develo Development) which (subject to the Lure to be so honored. pmt j provisions of a contract for financial aid with the LHA) has agreed to d. The Contractor shall lay out the work and be reworui- purchase certain obligations of the LHA to aid in financing ble for all lines, levels and measurements of all work the work to be performed under the Contract. However, executed under the Contract He shall verify the figure nothing contained in the Contract shall be construed to before laying out the work and will be held responsible for crate any contractual relationship between the Contractor any error resulting from his failure to do so. and HUD. d. The term "Project" mans the housing project, the & SUBCONTRACT& construction work for which is contemplated in whole or in part under this Contract. a. The Contractor shall not contract with any pr6poaed subcontractor who has not been accepted by the LHA. a The term "Architect' means the person, firm, or b. As soon as practicable nor to the award of each corporation under contract with the LHA for architectural- subcontract, the Contractor shalt notify the LHA in writing engineering and other es related to the work as of the name of each subcontractor proposed, and furnish provided for in the Contraact.ct. such written information a it may require concerning the f. The term "Contracting Officer"mans the person within proposed subcontractor, together with the proposed sub- the LKA's organization duly authorized by the governing contractor's non-collusive affidavit in the form prescribed body thereof to administer construction contracts for,end by the LHA. Any objection"ll be expressed in writing by in the name of, the LHA. It does not necessarily mean the the LHA within ten(10) days after receipt. person executing this Contract. The LHA shall advise the a The LHA may, without claim for extra cost by the Contractor as to the person or official who is designated owe an Contractor, disc Contracting Officer, pp y subcontractor for cause on the basis of its own determination or because of the fact that g. The term "Specifications" means the volume which the proposed subcontractor is listed as ineligible to receive includes, and the term shall include, the Instructions and awards of contracts from the United States on a current list Forms (consisting of the Form of Invitation for Bids, or lists furnished by HUD. Instructions to Bidders, Form of Bid, Form of Bid Bond, d. The Contractor shall be as fully responsible for the acts Form of Non-Collusive Affidavit, Form of Contract and Form of Performance and Payment Bond or Bonds), the and omissions of his subcontractors, and of persons either General Specifications (consisting of the General Condi- directly or indirectly employed by them as he is for the acts tions, the Special Conditions, and the Schedule of Draw- and omissions of persons directly employed by him. ings)and the Technical Specifications. e. The Contractor shall cause appropriate provisions to be h. The term "Drawings" means the Drawings enumerated inserted in all subcontracts relative to the work to bind in the Schedule of Drawings. subcontractors to the terms of the General Conditions, Special Conditions, and other documents comprising the Contract in so far as they are applicable to the work of 2. CONTRACTOR subcontractors. TM Contractor shall insert in each of his a. Except as otherwise specifically stated in the Contract, subcontracts the provisions (appropriately modified) of peragraphe ti, taiw wim respect w suosection 042), the Contractor shall provide and pay for all materials, labor, copies of 29 CFR Sa.4, 5e.5, 5a.6 and 5a.7 shall be tools, equipment, water, light, heat, power,transportation, attached) 29, 30, 31, 32, 33 and 34, of then General superintendence, temporary construction of every nature, Conditions. taxes legally collectible because of the work, and all other services and facilities of every nature whatsoever necessary t. Nothing contained in the Contract shalt crate any to perform the work to be done under the Contract and contractual rotation between any subcontractor and the deliver it complete in every LHA. � p cry respect within the specified time. ? " b. The Contractor shaft personalty supervise the work or a• OTHER CONTRACTS have a competent superintendent on the work at all times The LHA may award other contracts for additional work, during progress with full authority to act for the Con. and the Contractor shall fully cooperate with such other GC—3 h� X4370 . Pow 2 of 13 0"S 1973 INDEX Prue Pape Paragraph Pape 1. Definitions . . . . . . . . . . . . . . . . . . . . . . . 3 25. Review by the Local Authority, 2. Contractor . . . . . . . . . . . . . . . . . . . . . . . 3 Architect,and HUD . . . . . . . . . . . . . . . . . 8 3. Subcontracts . . . . . . . . . . . . . . . . . . . . . . 3 26. Insurance . . . . . . . . . . . . . . . . . . . . . . . . 8 4. Other Contracts . . . . . . . . . . . . . . . . . . . . 3 27. Prevailing Salaries or Wages . . . . . . . . . . . . . . 9 5. Schedule of Amounts for Contract Payments . . . 4 28. Contract Work Hours Standards Act- 6. Construction Progreee Schedule . . . . . . . . . . . 4 Overtime Compensation . . . . . . . . . . . . . . . 10 7. Payments to Contractor . . . . . . . . . . . . . . . . 4 29. Compliance with Copeland Regulations B. Changes in the work . . . . . . . . . . . . . . . . . . 4 (29 CF R Part 3) . . . . . . . . . . . . . . . . . . . . . 11 9. Claims . . . . . . . . . . . . . . . . . . . . . . . . . . 5 30. Submittal of Payrolls and 10. Disputes . . . . . . . . . . . . . . . . . . . . . . . . . 5 17-lelated Reports . . . . . . . . . . . . . . . . . . . . . 11 11. Delays-Damages . . . . . . . . . . . . . . . . . . . 5 31. Disputes concerning Wage Rates and 12. Assignment of Contract . . . . . . . . . . . . . . . . 6 Classification of Labor . . . . . . . . . . . . . . . . . 11 r 1. Specifications and Drawings . . . . . . . . . . . . . 6 32. Wage Claims and Adjustments . . . . . . . . . . . . 11 . Shop Drawings . . . . . . . . . . . . . . . . . . . . . 6 33. Equal Employment Opportunity . . . . . . . . . . 11 15. As-Built Drawings . . . . . . . . . . . . . . . . . . . 6 34. Termination because of Violation 16. Requests for Supplementary Information . . . . . 6 of Wage Provisions . . . . . . . . . . . . . . . . . 12 17. Materials and Workmanship . . . . . . . . . . . . . 7 35. Royalties and Patents . . . . . . , . . . . . . . . . 12 18. Samples,Certifications and Tats . . . . . . . . . . 7 36. Warranty of Title . . . . . . . . . . . . . . . . . . .12 19. Permits and Coda . . . . . . . . . . . . . . . . . . . 7 37. Final Inspection-Acceptance Partial Occupancy .12 20. Buy American . . . . . . . . . . . . . . . . . . . . . 7 38. Defects and Noncomplaint Workmanship 21. Care of the Work . . . . . . . . . . . . . . . . . . . . B and Materials . . . . . . . . . . . . . . . . . . . . . . . 12 22. Accident Prevention . . . . . . . . . . . . . . . . . . 8 39. Interest of Member of Congress . . . . . . . . . . . 13 23. Sanitary Facilities . . . . . . . . . . . . . . . . . . . 8 40. Interest of Members,Officers,or Employees 24. Temporary Heating . . . . . . . . . . . . . . . . . . 8 and Former Members,or Employees . . . . . . . . 13 GC-2 HUD-5370 Poe 1 of 13 Mordh 1973 t GENERAL CONDITIONS U.S.D&Wrngnt of Houdnq and Urban Development Low-Rent Public Housing - GC-1 (� ,aTANDARO FORM ZS? BACK Uu1r 19761 ` INSTRUCTIONS FOR FILING EMPLOYMENT UTILIZATION REPORT The Employment Utilization Report is to be completed by each subject contractor (both prime and subcontractors) and signed by a responsible official of the company. The reports are to be filed on the day required,each month;during the term of the contract, and they shall include the total work-hours worked for each employee level in each desig- nated trade for the entire reporting period.The prime contractor shall submit a report for its aggregate Mork force and shall collect and submit reports for each subcontractors aggregate work force to the Federal Compliance Agency that is funding their construction project Reporting Period.......................................... Self-expl„natory. Compliance Agency........................._.......... U.S. Government contracting or administering agency responsible for equal employment opportunity on the project. Contractor .................................................. Any contractor who has a construction contract with the U.S. Government or applicant(See OFCCP Revs.60-1.3). 1. Ccmpany's Name.................................... Any contractor or subcontractor who has a federally involved contract. 2. Trade ...................................................... Only those crafts covered under applicable Federal EEO bid conditions. 3. Work-hours of Employment...................... The total number of hours worked by all emplcyees in each classification; the total number of hours worked by each a minority group in each classification; and the total work-hours for all women. Classification ........................................— The level of accomplishment or status of the worker in the trade. [C—Craft- worker. qualified (formerly journeyman), Ap—Apprentice. Tr—Trainee.) 4. Percent of minority work-hours................ The percentage of total minority work-hours worked of all work-hours of total work-hours worked (the sum of columns b, c, d and a divided by column a). S. Total Number of minority employees......_ dumber of minority employees working in contractor's aggregate work force during reporting period. 6.Total Number of Employees...................... Number of all employees working in contractor's aggregate work force dur- ing reporting period. •(Minority is defined as incl„d.na Blacks,Mspanics,Asian/Pacific Is �kmancan Indians and includes both men and-omen.! FRF-8 s-p o ro-w 2s7 MW'THLY E!.'PLO1'!:ENT ART '.S76 fv,%th. e.) frwmertr c;t;zrol Form 6s) UTILIZATION REPORT ►•r•c•':r: by Ley of labor ( s) erx 6tLt.r (Soe for instruelions) ` . ns report is required by Executive Order 11246, Section 203. Failure to report can result in sanctions %hich inch, rwptmion, te-mmination, cancellation or debarment of contract TO: Ills..#esi towel"e!CowrNswre Afr...rt►) From: f�'e+•t swl trsfirs sJ t�sfreefert) _- L L 3. �. S. tg- Work hours o!tnp!oyrnent tStr feetwate) % R1)• Total Ne e�aui- a 1• e• d.• a• f,.. i"O t)r No.of of Ern. C:.-;say's Name (I.D.)••• Trade fO' %mrk. minor. ties Total slack Nis- /.Peer. A•ios/ Total hours ity EM Tee psis Indian Peen.• re.:.ola of W.&I ployeas 111rnler Wo*- r .e�al Art C Ap Tr - Ap - --- - Tr — - Ap Tr Ap Tr — C — Ap Tr _-- C Ap Tr C Ap -- Tr - C Ap - Tr C Ap Tr C Ap Tr C Ap Tr 7. CoT;:any Official's S;psture and Title L Date Vved 9. Tt:tphone No. tiK:1:.t dr.e [•de) (•MStts and Females • Wnerities and non•n+inoritiaf •••I.D.is tt+e Dun t/radat,eet idontir.Cation nwrn0er) 257-)01 0:23-1 Pass — of— - -RF-7 - - - - - • [ 6500.3 ' ( Bdiibit I r � t INSTRUCTIONS FOR PREPARATION OF STATEMENT OF COMPUA14CE This statement of comp:iaace greets needs resulting frov the ae+endmest of the Davis. - Bacon Act to include (ting* benefits provisions. Under this amended lair, the eoatrsetot is required to pay fringe benefits as predetermined by the Depart-seat of tabor, is addi- tiot to payMest of the Minimum rates. The ca htractor's Obligation to pay fringe benefits may be met by payment of the fringes to the various plans. funds;or programs of by rask- Ing these payments to the soploy*es as trash in lieu of fringes. The Contractor should show on the face of his avroll all monies paid to the *Moto ens Whether as basic rates of as cash in lieu of riages. .he coat.•ector shall represent to the , Statement of corsplilattct that he is Dayint to others fringes t•quired by the eontsset nor not paid as trash is lies of fringes. Detailed instructions tollour. Contractors who pay all required fring*Aenefits: A coatractor who pays fringe. benefits to approved plans, funds. or programs In ampeets Dot less than were determined in the applicable wage decision of the Secretary of Labor shall continue to show 03 the face of 4is payroll the basic cash hourly rate and overtime rate paid to his e•rnotoyri, just as be has always done. :uch a contractor shall check paragfaph Ora)of the itaterrent to indicate that he is also paying to approved plans,funds. Of programs trot less than the amount predetermined as fringe benefits for tae%craft. Any exceptioe.shall be acted is Section 4(c) Contractors wbo pay no fringe benefits: A contractor wbo pays fro fringe benefits shall pay to the employee and insert in the t straight time hourly rate column of his payroll an amount not less than the predetermined ntte for eats cl+s.itiestiM plus the amount of frin&e benefits deterined fair each classi- fication in thr applicable*ag-decision. Inasmuch as it is not necessary to pay time and a bal.,on cash p*id in lieu of frirces. the overtime rate shall tie not less than the sum of the 5ssic predetermined rate. plus the half tirre p:emium cot the basic or regular tuft plus the requited cash is lieu of fringes at the s:raight time rate. To simolify computation of overti-e. it is suggested that the straight time basic rate and cash in lien of fringes be separately stated in the boerly rate column, thus.S3.2__°l.A0. to addition, I%* contractor shall check pararaoh A(b) of the statement to indicate that Ire is paving fringe benefits I" cash directly to his employees. Any exceptions shall be noted in Section 4(e). U.e of Section wc), Exceptions Any contactor rAO is .raking payment to approved plans. funds, or pro;rams in amounts less t!an the wage determination requires is obliged to pay the eeficiaeef dimctly to Lie enoln.acs all cash in lieu of fringes. Any exceptions to Section 4(a)or 4(b). whichever tee contractor may check. shall bo entered in Section VA). Enter in the Exceptioacolumn Me craft, and rata in the Explanation column the hourly amount paid the employees as v•h in le-u of fringes,and the hourly s>soaat paid to Warts, feeds.of programs as fringes. t41D-w.rh.LC. ' !/ Page 2 of Z �• . . 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LL tM GRAtlr DOX Dee V•111a/0 11.1 La11/b/11r 1/r••01m NY M 11/A 4A1••1«.wLNY =�I•M•11.a'�r'i i 4307.4*.,ll i.iiii/ii i~•'� 111 na.w.w.Y•w •... 6w1 M N•10.1•LsM NL•'A P•►w•.•I N More 1.•.Aw//NOW •ti • w / 9*C w ' �•Nr•r•..•M WI•• r.� •.•..Y�.�.•...tires ��..•,I. ••�•�Lggt� • 1 w•r t�..•.c.•• r•.ac•►♦.•t.•• in .•�.r• • . 1 • • .M Mr Yq ►•wt•M•wprr poem•M gasp"$as ... •. .•. Yw .r to as w .•. • • • •r+�i i.�.n•�..~iM .•r rw W-0 •'w Mr•11M y rr••N• aw..s•w•.1 •I.r.• rr. ..ar. �,� �•• 1 • • 1 Y N c • = w • w • j gww.•w••1•••.g•.•.••gs•,ON ( ' FEDERAL REPORTING FORMS Samples of Federal Reporting forms follow herewith. Contractors shall be responsible for the timely filing with the concerned agency of these and any other forms relating to the Payment of Minimum Wage Rates and the Employment of Minorities and Women and any other reporting forms required to be filed by Federal, State, County and City Laws, Ordinances and Regulations. Copies of all such reports shall be contemporaneously filed with the Northampton Housing Authori- ty and any other agency that so requests. FRF-1 U.S. Department of Labor MA86-3 ( °= or over total discharge, Compressors ( 1 or 2) 900 cu. ft. and over, Powered Grease Truck, Tunnel Locomotives and Dinkeys, Grout pumps, Hydraulic Jacks (jacking pipe, slip forms, etc. ) , Boom Truck, self- propelled Hydraulic Cranes--up to 10 ton, Combination Back Hoe-Loader- -up to 3/4 yard hoe. CLASS IIIA - Asphalt Rollers, Self-Powered Rollers and Compactors, Tractor without blade drawing sheeps foot roller. Rubber tire roller, Vibratory roller, or other type of compactors including machines for pulverizing and aerating soil . CLASS IV - Hoists, Conveyors, Power Pavement Breaker, Self-propelled Material Spreader, Self-powered Concrete Finishing Machine, Two Bag Mixer with skip. MCarthy and similar Drills, Batch Plant (not self- loading) , Bulk Cement Plant 3 or more 10KW Light Plants, 30 KW or more Generators. CLASS V - Compressor (315 cu. ft. to 900 cu. dt . , i or 2) . Pumps-4" to 16" total discharge. CLASS VI - Compressor (up to 315 cu. ft . ) , Small Mixers with skip, Oiler Pumps up to 4" , Grease Truck, Helper on powered Grease Trucks, Power Heaters, Welding Machines (when 3 or more welding machines are used. Classification 4 rat shall be paid) , A-Frame Trucks, Forklifts-- up to 7 ft . lift and up to 3 ton capacity, Hydro Boom, Power Safety Boat . CLASS VII - Truck Crane Crews CLASS VIII - Oiler CLASS IX - Master Mechanic CLASS X - Boom lengths over 184 feet ( including jib) CLASS XI - Boom lengths over 225 feet ( including jib) TRUCK DRIVERS CLASS 1 - Station Wagons, Panel Trucks and Pickup Trucks CLASS II - Two axle Equipment ; Helpers on Low Bed When Assigned at the Discretion of the Employer , Warehousemen, Forklift Operators CLASS III Three Axle Equipment and Tiremen CLASS IV - Four and Five Axle Equipment CLASS V - Specialized Earth Moving Equipment under 35 tons other than Conventional type trucks, Low Bed, Vachual , Mechanics, Paving Restoration Equipment , Mechanic CLASS VI - Specialized Earth Moving Equipment over 35 Tons CLASS II - Trailers for Earth Moving Equipment (Double Hookup) FMWR-10 382 (Nov. 14, 1986) U.S. Department of Labor MA86-3 ' Tractor without blade drawing sheepsfoot roller, rubber tire roller, vibratory roller, or other type of compactors including machines for pulverizing and aerating soil . CLASS IV - Single Drum Hoist , Power Pavement Breakers, Concrete Pavement Finishing Machines, Two Bag Mixers with Skip, McCarthy and similar drills, Batch Plants (not self-loading) , Bulk Cement Plants, Self-propelled material spreaders, A-Frame Trucks, Fork Lifts--up to 15 ft . , 3 or more 10KW Light Plants, 30 KW or more Generators. CLASS V - Compressors (one or two) 315 cu. ft . to 900 cu. ft. , Pumps-- 4 inches to 12 inches (total discharge) . CLASS VI - Compressors (up to 315 cu. ft. ) , small mixers, pumps (up to 4 inches) , power heaters, welding mahines, (when 3 or more heaters or welding machines are used on one job, classification 4 rate will be paid) , Conveyors. Oiler, helpers on grease trucks with hand greasing equipment . ' CLASS VII - Truck Crane Crews CLASS VIII - Oiler CLASS IX - Master Mechanic 1 1 h CLASS X - Boom lengths over 184 feet ( including jib) r CLASS XI - Boom lengths over 225 feet ( including jib) POWER EQUIPMENT OPERATORS: HEAVY & HIGHWAY CLASS I - Shovels, Crawler and Truck Cranes, Derricks. Backhoes, ( Trenching Machines, Elevating Graders, Belt-type Loaders, Gradalls, Pile Drivers, Concerte Pavers, on site Processing Plant (Engineer in charge) ,Dragline, Clam Shell , Cableways, Shaft Hoists, Mucking Machines , Front End Loader--5 1/2 yards and over Tower Cranes, Self- . propelled Hydraulic Cranes--10 tons and over, Dual Pavers, Automatic Grader--Excavator (C. M. I . or equal ) , Scrapers towing pan or wagon, Tandem Dozers or Push Cats (2 units in tandem) , Welder using semi- automatic Welding Machine, Shotcrete Machine, Tunnel Boring Machine, Combination Back Hoe-Loader--3/4 yard hoe or over, Jet Engine Dryer, Tree Shredder, Post Hole Digger, Post Hole Hammer, Post Extractor, Truck Mounted Concrete Pumps with boom, Roto-Mill . CLASS II - Rotary Drill (with mounted Compressor) , Compressor House (3 to 6 Compressors) , Rock and Earth Boring Machines (excluding McCarthy and similar drills) , Grader, Front End Loaders-- 4 yards to 5 1/2 yards, Scraper--21 yards and over (struck load) , Forklifts--7 ft . lift and over or 3 ton capacity and over, Sonic Hammer Concole, Road Planner, Cal Tracks, Ballast Regulators, Rail Anchor Machines, Switch Tampers. CLASS III - Bulldozer, Push Cats, Scrapers--up to 21 yards (struck load) self-propelled or Tractor Drawn, Self-powered Asphalt Paver, Front End Loaders -- up to 4 yards, Mechanics, Welders, Well Driller, Pumperete Machine, Engineer or Fireman on High Pressure Boiler (on job) , Self-loading Batch Plant(on job 0, Well Point Operators, Electric Pumps used in Well point system, Tireman, Pumps -- 16 inches FMWR-9 381 (Nov. 14 , 1986) U.S. Department of Labor MA86-3 ,'w • GROUP 3 - Pre-cast Floor and Roof Plank Erectors and Asbestos Removers GROUP 4 - Air Track Operators, Block Pavers, Rammers and Curb Setters GROUP 5 - Powdermen and Blasters LABORERS - HEAVY & HIGHWAY CLASS I - Carpenter Tenders. Cement Finisher Tenders, Laborers, Wrecking Laborers CLASS II - Asphalt Rakers, Fence and Guard Rail Erectors, Laser Beam Op. , Mason Tender, Pipelayer, Pneumatic Drill Op. , Pneumatic Tool Op. , Wagon Drill Op. CLASS III - Air Track Op. , Block Pavers. Rammers, Curb Setters l CLASS IV - Blasterers, Powdermen CLASS V - Flaggers POWER EQUIPMENT OPERATORS: BUILDING CLASS I - Shovels, Cranes ( including all tower, climbing and bridge cranes, used in Building Construction as defined in Scope of Employment ) , Hydraulic Cranes-- 10 ton capacity or over, Draglines, CA Derricks, Elevators with Chicago Boom, Backhoes, Gradalls, Elevating Graders, Pile Driving Rigs , Concrete Road Pavers, all three Drum Hoisting and Trenching Machines, Belt-type Loaders. Foreman Mechanics, Front End Loaders--5 1/2 yards or over, Dual Drum Paver, Automatic Grader ( i .e. C.M. I . ) , Combination Backhoe-Loader--3/4 yard or over; Jet Engine Dryer, Tree Shredder, Post Hole Digger, Post Hole Hammer, Post Extractor Truck Mounted Concrete Pump with boom, Roto-Mill . CLASS II - Rotary Drill (with mounted compressor) , Compressor House (3 to 6 compressors) , rock and earth boring machines (excluding McCarthy and similar drills) , Graders, Front End Loaders-4 yards to 5 1/2 yards, two Drum Hoists, High Fork Lifts with capacity of 15 ft. and over, Scraper--21 yards and over (struck load) , Sonic Hammer Console, Road Planer, Cal Tracks, Ballast Regulators, Rail Anchor Machines. Switch Tampers. CLASS III - Combination Backhoe-Loader--up to 3/4 yard hoe, Bulldozers, Push Cats, Scrapers--up to 21 yards (struck load) selfpropelled or tractor drawn, Tireman, Front End Loaders--up to 4 yards, Asphalt Paver, Well Drillers, Mechanics, Welders, Pumperete Machines, Concrete pumps , and similar type pumps, Engineer or Fireman on High Pressure Boiler (on job) , Self-Loading Batch Plant, Well Point Operators ( including installing) , Electric pumps used in Well Point System, Pumps--12 inches and over (total discharge) , Compressor (one or two 900 cu. ft . and over, Engineers in charge of Powered Grease Truck, all automatic elevators (permanent or temporary) operated manually or remote control (not to be confused with elevators operating from conventional hoist--1 , 2 or 3 Drum) , Grout pumps, Boom Truck, Hydraulic Cranes--under 10 ton. t CLASS IIIA - Asphalt Rollers, Self-powered Rollers and Compactors, FMWR-8 ' 380 (Nov. 14 , 1986) U.S. Department of Labor , MA86-3 PLUMBERS & STEAM FITTERS: Area 1 : FRANKLIN (Orange) 1 Area 2: BERKSHIRE (Except Otis,•• Becket , Sandisfield) ; FRANKLIN (Monroe, Towe, and Western part of Charlemont) Area 3: HAMPDEN; HAMPSHIRE; BERKSHIRE (Otis, Becket, Sandisfield;• ' FRANKLIN (Remainder of County) j . Welders - Receive rate prescribed for craft performing operation to which welding is incidental . Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as t r provided in the standards contract clauses (29 CFR 5. 5(a) ( 1 ) ( ii ) ) . FOOTNOTES : 1 Paid Holidays: A-New Year's Day; B-Memorial Day; C-Independence Day; D-Labor Day; E-Thanksgiving Day; F-Christmas Day a. Employer contributes 8% of basic hourly rate for 5 years or more of service 60/10 basic hourly rate for 6 months to 5 years of service as Vacation Pay Credit. ` .' b. 6 paid holidays: A through F providing employee has worked 5 consecutive days before and the working day after the holiday. C. 2 paid holidays: C & D, provided the employee has been employed seven days prior to the holiday by the same employer . 1 d. 8 paid holidays: A through F, Washington' s Birthday and Veterans Day. e. 9 paid holidays: A through F . Washington' s Birthday, Columbus Day and Veterans Day. t f . 10 paid holidays: A through F, Washington's Birthday. Patriot's Day, Columbus Day, and Veterans Day. g. Paid Vacation: 4 months to 1 year - 1/2 day's pay per month; 1-5 years - 1 week; 5-10 years - 2 weeks; 10 years or more - 3 weeks. Employee must have received pay for 120 days during last year of employment . ` CLASSIFICATIONS LABORERS BUILDING GROUP 1 - Laborers, carpenter tenders and wrecking laborers GROUP 2 - Asphalt Rakers, Carbide Core Driller Operators, Chain Saw Operators, Pipelayers , Jackhammer and Paving Breaker Operators, Barco- _S..K type Jumping tampers, Laser Beam Operators, Concrete Pump Operators, Mason-Tenders, Mortar Mixers, Ride-on Motorized Buggy Operators and Wagon Drill Operators FMWR-7 379 (Nov. 14 , 1986) U.S. Department of Labor MA86-3 Area 1 : HAMPDEN: HAMPSHIRE; FRANKLIN; BERKSHIRE (Becket, Otis, Standisfield) Area 2 : BERKSHIRE (Adams , North Adams, Cheshire, Florida, Savoy, Clarksbury, Williamstown) Area 3 : BERKSHIRE (Remainder of County) 1 CARPENTERS; SOFT FLOOR LAYERS; DRYWALL CARPENTERS: Area 1 : BERKSHIRE ; FRANKLIN (Monroe, Monroe Bridge) t Area 2: FRANKLIN (Erving, Warwick, Orange, North Orange) Area 3 HAMPDEN; HAMPSHIRE ; (South Hadley, Granby, Betchertown, Huntington, Pelham, Amherst , Ware) FRANKLIN (Leverett , Shutesbury, Sunderland) Area 4 : HAMPSHIRE (Remainder of County) ; FRANKLIN (Remainder of County) i ELECTRICIANS & LINE CONSTRUCTION: f Area 1 : BERKSHIRE; FRANKLIN (Hawley, Monroe, Rowe) ; HAMPSHIRE : ,�?!► (Middlefield, Cummington, Plainfield) �� Area 2 : FRANKLIN (Remainder of County) ; HAMPSHIRE (Remainder of County) ; HAMPDEN (Chester, Holyoke and North Portion of Chicopee North of Mckinstry Avenue from the connecticut River to Grattan Street , Lafayette Street to York Street, McKinstry to Granby Road, and projected to the Westover Air Force Base fence, continuing northeastly along this boundary to the county line) . Area 3 : HAMPDEN (Remainder of County - including Westover Air Force Base) ; HAMPSHIRE (Betchertown, ware) . IRONWORKERS: Area 1 : HAMPSHIRE; HAMPDEN; FRANKLIN; BERKSHIRE Becket, Washington, Lee, Sandisfietd, New Marlboro, Hinsdale, Peru, Savoy, Monterey, Sheffield, Windsor, Otis, N. & E . Otis Area 2 : BERKSHIRE (Remainder of County) ; LABOF 'RS : Heavy & Highway: Area 1 : Except Twps . of W44�',rrick and Orange in FRANKLIN Area 2 : FRANKLIN (Orange. iWarrick ) : LINE CONSTRU�-`;YION: (See Electricians & Line Construction) X1111;14 An _✓ . =ej _`78 (Nov. 14, 1986) -� FMWR-6 -- - ---- - --- ____ - 1 i U.S: Department of Labor l '�5 MA86-3 Brush and Tapers 15 .06 3.54 1 Spray and Sandblasting 18.43 3.54 Swing stage and steel riding under 40 ft . 15.25 3.54 Swing stage and steel riding .bver 40 ft . 15.56 3.54 Sign Painters 14 .44 2 .50 PILEDRIVERMEN 17.95 3.80 PLUMBERS & STEAMFITTERS: Area 1 15.08 3.70 Area 2 18 . 70 3.80 Area 3 16.82 4 .59+ c i POWER EQUIPMENT OPERATORS ` BUILDING CONSTRUCTION: 1 Class 1 17 .33 2. 55+d Class 11 17. 13 2. 55+d �- Class 111 16 .98 2 . 55+d Class IIIA 16.56 2 . 55+d Class IV 14 .91 2 . 55+d t Class V 14 . 17 2 . 55+d Class VI 12 .96 2 . 55+d Class VII 18.08 2 . 55+d Class VIII 14 . 13 2 . 55+d Class IX 17 .95 2.55+d Class X 17 .87 2.55+d Class X1 18 .40 2. 55+d POWER EQUIPMENT OPERATORS HEAVY & HIGHWAY CONSTRUCTION: Class I 17. 33 2 . 55+e a Class II 17 . 13 2. 55+e Class III 16 .93 2.55+e Class IIIA 16.56 2 .55+e t Class IV 14 .91 2. 55+e Class V 14 . 17 2.55+e _ Class VI 12 .96 2. 55+e Class VII 18 .08 2 . 55+e Class VIII 14 . 13 2. 55+e Class IX 17 . 95 2.55+e ' Class X 17 .87 2. 55+e Class XI 18 .40 2. 55+e ROOFERS: Composition, Damp Waterproof 15 .45 4 . 49 Slate. Tile, Precast Concrete 16.23 4 .49 SHEET METAL WORKERS 16. 31 5.09 SPRINKLER FITTERS 20.60 4 .88 TRUCK DRIVERS : Class I 15. 38 3 .23+ f+g Class 1I 15.55 3 . 23+ f+g Class III : 15.62 3 . 23+ f+g Class IV 15.74 3. 23+ f+g Class V r' 15.84 3. 23+ f+g Class VI 16. 13 3. 23+ f+g Class VII 16.42 3. 23+ f+g AREA DESCRIPTIONS BRICKLAYERS; CEMENT MASO` ;. PLASTERERS; STONEMASONS; MARBLE ; TILE & TERRAZZO WORKERS ; PAINTEIRS; CLEANERS & CAULKERS: FMWR-5 X377 (Nov . 14, 1986) U.S. Department of Labor MA86-3 � �a Group 5 14 .60 3.95 LABORERS (HEAVY & HIGHWAY) : Area 1 Class I 13.60 3.95 Class II 13.85 3.95 Class III 14 . 35 3.95 Class IV 14 .60 3.95 Class V 9.75 3. 70 Area 2 : Class I 14. 30 3.95 Class II 14 .55 3.95 Class III 15.05 3.95 Class IV 15.30 3.95 r LINE CONSTRUCTION: Area 1 Lineman, cable splicer dynamite man 16 .72 3.25+ 4 . 75% Heavy equipment operator 15 .05 3.25+ 4. 75% t Equipment operator, tractor trailer driver, field mechanic 14 .21 3. 25+ 4 . 75% Driver groundman 12 .54 3. 25+ 4 . 75% Groundman 9.20 3. 25+ 4 . 75% Area 2 : Lineman, cable splicer dynamite man 16 .34 3. 25+ 4 . 75% Heavy equipment operator 14 .71 3. 25+ 4 . 75% Equipment operator, tractor trailer driver, field mechanic 13.89 3. 25+ 4 . 75% Driver groundman 12.26 3. 25+ 4. 75% Groundman 8 .99 3.25+ 4.75% Area 3 : Lineman, cable splicer, dynamite man 18 .95 3. 25+ 4 . 75% • Heavy equipment operator 17 .06 3. 25+ 4 . 75% Equipment operator, tractor trailer driver, field mechanic 16 . 11 3. 25+ 4 . 75% Driver groundman 14 .21 3. 25+ 4. 75% Groundman 10.42 3. 25+ 4 . 75% Areas 1 , 2 & 3: Traffic Control , Illumination & Maintenance: Linemen, technicians & cable splicers 19.30 3. 25+ 4. 75% Equipment operator 16 .41 3. 25+ 4 . 75% Driver groundman 14 .48 3. 25+ 4 . 75% Groundman 10.62 3. 25+ 4. 75% Railroad Construction ( inclu- ding electrical distribution, transmission lines, substation and signal construction: Linemen, cable splicers & dynamite man 18 .86 3. 19+ 4. 75"Gi. Heavy equipment operator 16.97 3. 19+ 4 . 75d' Equipment operator , tractor _ trailer driver, & field " mechanic 16 .03 3. 19+ 4 . 751°' Driver groundman 14 . 14 3. 19+ 4 . 75%; Groundman 10. 37 3. 19+ 4. 75%. MARBLE, TILE & TERRAZZO FINISHERS 11 . 45 MILLWRIGHTS 17 . 95 5. 60 0 fr PAINTERS : FMWR-4 376 (Nov. 14 , 198G) -�'► i� J, U.S. Department of Labor MA86-3 Basic Fringe Hourly Benefits Rates ASBESTOS WORKERS 19.68 5.56 BOILERMAKERS 18.93 4.59 BRICKLAYERS; CEMENT MASONS ; PLASTERERS; STONE MASONS; MARBLE, TILE & TERRAZZO WORKERS; POINTERS; CLEANERS; CAULKERS: Area 1 15. 30 5.09 Area 2 19. 30 (' Area 3 16. 27 2.86 f; CARPENTERS; SOFT FLOOR LAYERS; DRYWALL ( CARPENTERS; LATHERS: • Area 1 15.64 2.99 ' Area 2 16. 18 4.90 Area 3 15. 20 4.77 Area 4 15.83 3.42 ELECTRICIANS: Area 1 17. 55 2.70+ 3% Residential (Single family housing 11 .00 2.64+ 3% Area 2: Electrical contracts 125,000 and over 45. 91 3.92+ 3% q' Electrical contracts under 125,000 13. 9i 3.92+ 3% Residential (Single family housing) 12 .00 2.22-1 3% Area 3: 17. 23 4.25+ 3% °sue ELEVATOR CONSTRUCTORS : Elevator Constructors i6. 925 3.58+ a+b Helpers 11 . 85 3. 58+ a+b Probationary Helpers 8.46 GLAZIERS ' 14 . 12 3.32 IRONWORKERS: Area 1 16 . 75 6. 32 Area 2: Structural , ornamental , reinforcing, machinery, movers, riggers, rodmen, fence erectors & stone derrickmen 15. 45 4.69 Sheeters 15 . 70 4.69 Sheeters, bucker-up 15. 575 4.69 Commercial projects valuled at $4CO.000 a or less and/or industrial projects valued at $100,000 or less (excluding complete razing of structures ) except pre- engineered metal buildings and excepting erection and installation of structural steel 11 . 59 4.69 Rehabilitation work on residetial structures ( including structures over 4 stories ) , defined ' to include all work , including demolition, alteration and repair on any existing structure which is intended for predominatly residential use 11 . 59 4.69 -� LABORERS (BUILDING) : '. Group 1 13. 60 3. 95 `.,., Group 2 13 . 85 3.95 �= Group 3 14 . 35 3.95 Group 4 14 . 35 3. 95 tt_ 4 375 (Nov. 14, 1986 ) FMWR-3 . U.S. Department of Labor / GENERAL WAGE DESCISION NO. MA86-3 i Supersedes General Wage Decision No. MA85-3015 State: MASSACHUSETTS t i County( ies) : BERKSHIRE, FRANKLIN, HAMPDEN, AND HAMPSHIRE Construction Type: Building, Heavy, Highway & Residential Construction Description: Building, Heavy, Highway and Residential Construction ` Modification Record: No. Publication Date Page No. (s) 1 Jan. 10, 1986 375 2 Feb. 28, 1986 376-377 3 Apr. 4, 1986 375-378 4 May 9, 1986 375 5 May 30, 1986 375 6 July 11 , 1986 375-377 8 July 25, 1986 375-376 Sept. 5, 1986 375-377 9 Oct. 17, 1986 380 376 10 Oct. 31 , 1986 375-376 , 11 Nov. 14, 1986 375-382 i a f FMWR-2 = >. 374 " Boston Regional Office,Region I Boston Federal Building,3rd Floor `9�h pt.t`• 10 Causeway Street Boston,MA 02222-1092 2tat � 10 Gentlemen. SUBJECT: Enclosed is a copy of Federal Wage Vic'sion Number VY`Ar �- 3 11(� ��► � of the Secretary of Labor, dated 1 / 3� �� and expiring * wIA This schedule must be made part of the contract documents for the subject project. Sincerely, . Saracusa Supe ry Contractor C Indus al Relations Specialist Enclosure *Area wage determinations are published without time limitations, and are effective until a new decision is published in the Federal Register. All modifications and superseding decisions published within the next 60 days will be forwarded. If the bid opening is subsequent to this period, please request a new wage determination. Modifications and Supersedeas Wage Determination In the case of contracts entered into pursuant to campetetive bidding procedures, all actions modifying a general wage determination which are published ten (10) days or rrore before the bid opening shall be effective with respect to any project to which the determination applies. Modifications published less than ten (10) days before the bid opening shall be effective unless the agency finds that there is not a reasonable time still available before the bid opening to notify the bidders of the modification, and a report of thelfindings is inserted in the contract file. If the contract is not awarded within 90 days after the bid opening, any modification published in the Federal Register prior to the award of the contract shall be effective with respect to that contract, unless the Federal Agency requests, and the Administrator, Wage and Hour Division, U. S. Department of Labor, approves an extension. Vie►. FMWR-1 t ~ Section 3.7 Applications for Ilse arprotal of 111e Secretary•of Ll"Os. - Aral siq•rlr.sioa fr.r the rsaatin;of I•a?roll Jetoutlinrra under 13.6 a1l:n twol•l) u ills 11.r requ4n+aaat.1e.-To-if m lift follor in;par:�•rglu of Ilri•sn l'raaa: (a) Ttu aplairatioa Aun tK in•riliuF a/J 1-63111.r aoh:rr.taal Sella-Fcer.t.or)of lat.or. (1.) The application tl.a!!ideu,i% 1114-tousraet a,r cuntr.eu ul.A•IF%I:irh sloe•r•rt in ol,,"tion it to l.r r•rf•eawea. 1P tau=lure%M Lt O.ea fur dcJwiinn•olJy on aln:ifie.idr►otifiad u.jn s noose i.4 of e�cq•1'r rid r iaww•lanter. (t) The srprwasiva Alan.late afrinnatiaelo ills,t!.are i►e*n:rrulur a.ill,the►tandarJ,rei fordo in the 1+n+i-w.wt of 3.6.Thu aff rnutia.1/Plan Ir 1..eompvlurd Ly a fan►latement of tLe factf uldi:auto;Purl,,onsphance. . (d) The awrlralMln t lsif ineUlAa a Ae.ertl4on of the prulo.rd clAW 011. the purro.r late Pvo'•d 111trelw.Plod the .laver of W.r.rcn K nMtllanki from al+ole M%-a tilt Iorol.nK•d deduliM•n..Quid It made. (e) 711e aprliratLis than.talc tl.r name nId l u.inet•of a;4-; ILirA I••r-un to-Isom u1y fund,obt:u..-I fl:.,..1l,.•pro• ro.cd dcdurtion►Mr to t.r tranrinittrd alld the afroliatian of wrl,porr.n.if ally..oith"or applicant. Section 3.8 Action by the ceoet:ny of Labor upon appliratiutts. The S(.rot irr)of I star rhmtl d.aide a tic then or nc•t tl.e r••qn•ttvd d.dl,rtion it I.rclnir-1 le uoarr I+wi.iwo•of 13.6; and r1:.11 l.:.iif% tilt alytirant in.rams&d Lis Jet ieion- Section 3.9 Prohibited p syrotl dedaetions. Deduction#toot el•c..l,ere�.ro:iJ.A tole Ly tlu►fart and wl,icL arc nut.fuln,d to toe l.cnuis:l.le c,.Ju :.fi�.).rc•LiLil.d. Section 3.10 Nicthods of pa;'Incnl ort.'aZes. Tin ps)oncnt of r airs dull Lb•L% ea-h,nelotlaLle inttrun.rnt•pa.aLie on demand,or tilt a214innal L.rm•of mull-loa lion for..hich Jeduetioln we r.•rmi-r;Lle uudti this part. 10 otlocr rnrtt.odr of payment►11411 be recquirrd on earl v.Ljret to tloc Copeland Act. _ Section 3.11 Retttl3tions part or contract. All eonlrarts made with rnl ret to sloe eonttruction,prolacati..n,completion.or repair of ant ruLlie{rcilTml or poJJir �orl or Luilein j or.o o,rl financed in.late or in part b) Inaoo ur,rant.from slot Uslit.J'tale"to.crrd Ly tl.rcFutationt in itsil pan olall eayrcwI%Lind Sloe cototra.Iar or rut«wdr«•tour to comply..ith tucb of tic rr�ulatiotot u1 tLir part at r^..ar Lie aI. phraLle. In ttd►rclard,ac< 15.5(a)tot Iloilo rubtitlr- MUD•s01o.1 (2.76) low u pt►►.trn Paart.:vta ts's–Ise-tsusoc FLSP-13 1 (d) Aar dtduetisPn eerittituting a contrl•ut«to on Lehalf of the rrrte tmplal.l N fwids eslabiislnd to dw rosl!eq e w rrlrr.eotati.es of einplo)ew.w Loth,Gtf the l.—alote of l.mj;d;ng cilia,from principal or income.or loth;enaical x 1w.pkal ere.Ia wook oP at annuities on retirement,d-3th Len-fits,eonipentaliou for injuries.illnew,fttr;dtotk#L tern,w di.A:lity.v sue io►urance to presi3e any of the fort.;rt.oe uncotpluymrnt Itenefsts..rratioti Pay,wtiap aenttm.ts.or ►;ales,pa;on.aria fw the I.neFa of emi.bl ew,tl.;r fa::�l;rr and dtlwndt nta: feet Jodi Rea net.T1.at Ilse fo!ltt.uy tt.r!.role ;t i•either (i)1nbnlanl;ewnrr .d N Ly ts er�lthty Tlw dedurtcrn r rnt stIw'wt`L;"L;la.:("P) in.rit;n-and in sdtaoee of the period in%Nth the w..rL if to he dMte and►ueh room of it Mt a.ot�tiva ritl.rr fttr the edeain;r.t.J ar fare the t ont;nue;on of cntplo)carol,c•r(5)pr r M fa in a Lone Gale rvll-t-thr I.arpa;niwe.a.Tt etn.w1 Le• t.ten Ow rustle ad or w tal.r anlractor and relrr>.•nt.tii."of its tinplo)ens:(3)no prord w Otbtr t-,n.At if Other.iPe nl.ts;hedi d'ir it)"in.Fuerth.U)list c a.tracter or wbeontra.tw or are affiliated pert...^in lLe faro of rofnn is.kA,dit;d.ltd.a, t.tl:.r.i•e; and(t)the if,duct;ons Phan"'Me the gomen;eact and interest of the req.ks;few (e) An%d••Aurtkm et•,.trlw6sig toward the j•urchate of Visited Statn Defense-%r"[-t and hoer§%hen.t 1.i-laity atithuria•d L)the r ft. (f) Aso)d,dw-;ai rc•lw-t.d Ly the cmrlo.er tv rraLle l,;m to repay 1„an%tai w to purchase sharer in credit r:.wns ttrgat.ised a„d ol-.tatrd in arat.rdancr w;tb retkral and State credit union statutes. (S) lm dadurt;on taluntarilt sutlwtritrd b. the•,..plot re f..r list mat.ir.3 of n+arlul;nns to ttrtertintental or yuasi- g,n.n,nv^tai ere",nrirt,such at the.t,nwriean R.•d rrota. (h) fry d.dw twin t..hmtanl� autlwsrttrd Lt the esj�o;ee fw tlw on&L;ng of et.:1roiiut;ont to roTniurity(.hell. Unit.-d ris.rt Furdt,and:ii:ilia,t hariial.k orian;tat;ona. (1 .gym .1,sluttitrns tort? regular union;nil 46rsn fort and nlrmLerthlp slwe.wl in•:ludinl fines Of cprrial St.rt+inents: /1a idrd,hoursrr,That a cullectise La►gt;niog agrrtr..rnt bct.ten the contractor or PuLcontrattor rid representatis0 of its cml.l.t,art prot;dcs fur wcls dednct;oni,and the dcducti,ant are ant utlr rite l.n•hUtrd b}late. O) An% d-durl;oa not mule than for Ilse"rra•or.aLlr coq°of buaid,larlaing.or other fsiilit;ea tnrcl;rig the r-quire- nwrits of rrrt;on 1(tn)of t1m Fair hbur Ftandard.Art of 1938.a an.cadrd,anJ Part 531 of the title. when Purh a dtductioe is made the aJditiunal rrenrdt nyuYed u,.def 15 16.27(a)of this title shall be lept. Section 3.6 Payroll deductions permissible with the tpprotal of the SecTeury of Labor. .Ant r.,ntrartur or subrontraetur may arrlt to the Serretan of L at.or for rertn;v;on to maLr My drdurtion not per. Milled und-r 13. The Srtrctart etas pant Iwrmi+•;on•I.entstr he finds that: (a) The t tnitrxlw,subcontwttr.or am sff;Gatrd lwfon does not maLr a profit of bcniert dirreth or indirecth from tlw J.doction'eidwr in the furna of a evmini••;on,dhidend.of othrn;te: (b) The drdurt6m is not ntlierw4or lroh;bited b% late. (c) The deduction;s either(1)wluntaril% con-r.1-4 to by the cmplo�ee in writin;and in adtanR of tle lwr6.d in which the wurl,it to Le dour and tech eun+ent n not a eond;t;oa either for the oLtaininj ur rmplo%inent or it-runlinuante,w(2) pro.;Jrd for in a 1-vis fidr collertite baria;ning apermeni l•etwcen the contractor at►ul.rontraetut and reprorsentatises of its empliners:and (J) Thr deduction enea the«,merskner and'►nteretl of the ernplwa& tiUa�010.1 (2.76) FLSP-12 • CO) F.•6 eu"lnwtor or salsonlraalor r"VV4 in the construction. proarriatiew.a+relJrtins.er orpsir of an 1"rt'1'ie b•oL6s=a pul,tie%orL.or lsuihTns.-or.ork• financed in whole air in LaA 1.1 bans or`wards(rum Ilse t'rAtnl Flatrs.4A (urnirh each.rrl a rlatemerst sith rr-past to the ars;•ea paid each of it,ewl�m.)ees ots.�r�td wm.rtl timed Ia Lr'1 WIt< farts 3 and S Jurist:the prar—fin.-•tell) payroll p••ia•d. Thi►Nato arnrt.ball la car+atod In the rontraeter.se msb.vr. tractor ar by ono antlo arirr'd ofrsrr at rmjJu)er or the ruatrartor of•nln motraclM%he wlwn;.e,floe pia arW.d tea,r.wed al.211 k on foram Wit 3 ill*1talcrnrnt of CortiZance.or on an ids esticsl Itarna ran Ilse lLaA of%11317.'ra)Pill(1'rt riser tea:furs Optiws•1 L'.t)"or pn am furmn nrl6 aleatral aoordin=,. rara;dc topir►o(16'11 317 and tti II 3111 may Ise edrlaonrd frown Ilse G+aernn.ermt mnl fact in,-at Fts.aroria:agc nr).seal rcal'in 4Ilrr.e(prim array be purcbard at the Can crnnkal 1'ricting 0rGW. (e) Ilse ra44rre made of NO Wel.ur shall"of apitly to any contract of UP=er 6na (a) t!pon a a%rittea Gndisso,it)-Ilse bead of a Federal a.-tar,Else Srcretry of Kilmer may p toMe tes.onable funitatien< vw;stoona,telrrt,scoo,and r%rmptwus frown flat rre)uirea.ent►of tlw section wf jeet to fork conditions a.Its .leerrt:q of L3twr may grctify. (2n F.R.93,Jan.4.1964.as amended at 33 FA.101116,July 17.1%81 Section 3.4 Submission of weekly statements and the preservation and Inspection of weekly payroll records. (a) Each we.lly .talcuatot required unJer 5 33 shall Le Jcti%rrcd In dot eontra•lor or•ubeuntrartor,within,warn days after the rr`+dar fwyto.•nf Jai of the pad roll peri..d,to a relre.+utative of a FeJrral or State a;rnq in rhar=r at Else site of floe building;pr.or►,air.if then is no nlrexnisttye of a Fr•d.•►al or State a.•nq at lime mile of Ilse bsrildir i w marl. Ilse alatense,.t.hall lee wailed 6 Ilse ewalraclor or uolxvnlraetor,w ithin Kwh liner,to a Federal or State alma.) r..ntaaaiir for ne firmaeorin;floe bul 1%or a+vd. .Lticr Inch eaamivation and rhrrk as Puy!sec raedr,sarls.tal.•na at,tat a c.vlr! else reor. 11.311 be lcpt 8..11121,1!.nr shall be irar.pma lard tr..dwr%L ills s report of any%iulal6n.in acordanve as iIh appla,a(.le lrrureJures perrcril,cd Ly the l:nited States Do-p.Asneni of Labor. (L) F.ach contractor or t4cunt:actor rhafl recta me 1.6 u reLly pad ron rcenrela free a period of fbrae years fn.ra dale of eo.nPl,tim.ss of the s-onLariscIL Tlse payrull record,shall set out accurately surd eomplt lely the name and adJrrao of rash Latwrr &ost necelunic.trip corm-1 eta,.iGc2tiun,rate of pay,daily and.ecll) nuont.i of ho on a.orlyd.deduct61t►madr,and xfual .arcs paid. Such pay roll rccurds mJull be nook av+ilahh at all Einmes for in.per6ors by the euntraclin,;officer we fair aullarisad reprereniatia•e,&red Ivy suthuriard rrprerrretatiao of the Deparin%cnt of Labor. Section 3.S Payroll deductions permissible without application to or approval of the Secretary of Libor. Dednrtinns mask os let 110c eircurn►tanees or in Else utuati.ana Jescr3ed in floe pare..Lira of boat section may I.e MO& w•ithoat applica6wo to and appro%al of the Secretary of Labor. (a) Any deduction made in rornpfunee oath Ilse raquircrnrnts of fedrral.State,or locat bar.inch as Federal or State sh1slololinj incmne ta%cs and Federal social security la,sm (is) My Jrdoetioom of mm•Irr%iwsl)•paw to the rniplo)ce a a lwoos fide pray.aynsent o(\ai:es\lien ouch lsrl•a%resent 'r nude sithovl Ji..a,unt et intnest. A'bona roir pftp&)mnrnl of a.a;t►'ir ron.;drrrd to ha%e Leer+aoade onit slv.ra.h er its equnvtrnt ha.Lva s ad%an.-rd to Else person entploystl in ssa•h msnner sow Bane Ili s complete freedman of dimloriliun of glop adcanerd funds. (e) An) J.•Juction of amounts rcqurred by court proceu to be paid to another.Write•s list deduction is is fa%or of the eoeotractor.►ubcs►ntr.clw we ass) affiliated per.*%. or when cutlu.iorm or rodaboration eaists. HUD-4010.1 (2-70 FisP-11 (e.g.,the Coll.;•t Housing Act of 1930,the Fed.rat water pollut;an Conlrol Act,ar.4 ll.e flouting Act of 14:4),.:d in t4 en(preenent of the*,.c-rt;me I•rotVant of the Contra"/furl Mines$tarsi edt Act w•herrter they are apprec.b!e tY ron•1rKtioa ,-e rL The 1-aA d-t:ls the nt,%elioo of eeatraetnrs and rubconesaeton,statue to the•rely suLm'w;oa of►tsttinentS rgard. - 1q the wa..p4if on work eot•crcd thtrcboy;sets forth the cirtutrotancn and proredrrres gotersing tle asst;nj of 1.8)n.11 dto- dwl;om from tle%.agH of those a_y!o;a don web nark;and k ron..tes the net Lode,of payment I crari;•'l le ea tech werk- S;c6on 3.2 Mrs. Worm At■mo d m the te.lat;on►;n shit 1.we (a) Tl a assns"Wlding"or'.ak-&,nerally include eo'etrurliun srikih-ar tdingu;shed from manufacturing. ruin;•hin;of r.atcrials,w t!nic;%II-d eta;ntenaner%wk. The Item;nc!ktde.n.ithorA tmiutiott,bul4np,ttlrtacturrs.arrd ir::jaovcrnrnU of all 1%lics,such so t/;d;rl.dame,plant:,h4h%ai,s.park%ays,streets.su:u sys,tunnels.w.M,nsins,pe►.ar firw•r.paakp:ng stat;one,railways,airlock,terminals,dock,piers,wharves,•n s,liihthouo.",butn-t.j-ilies,Ural%at"% leteer,and ranalt:drt d.;tsg,shoring•r-u!fold;ng,drilling,bl.tlls g,e�tatating,ekaing,ana landfreping. Unless tonducis•d is euanrct;on%ith and at the site of tzsch a building or wart as it described in the foregoing untrnce.the manufarture or ft:rn;tb. • in;of mater;alt,at;ehos.Sul-lairs,or eyO ment(whither or not a F►d.oal or Stitt a:cney atquiret title to such materials, at;chs,tvfpl'rct,or etlw;pment during 1{.e Course of the man:l!atture we furnVhing,or owns the nnsttr;S!r from W16 .iCh tfft%r its m:nufMured or fert;.hed)is we a'7•6;piing"or"work"with;n the mtaning of the regulat;ortr;n two paA. (b) T'he terms"ron►truct;on,"'f•ro•ccct;on,"'a•nplrtan,'or'rel•sb"nstsn all t;PCs of.arl done on a p-nicular I•uiltng at*t.:k at the s;le tlrrrof,inrLI;ni-,,without limitation,Ott tins,rrr..-Atling. 1-aintinj and drmrN;n=•the trantioA. in:of matrrialf and rui•pl;rr to or from Ow I uad;ng at wort Ly the entplol ens of the tnn?trutl;on rorar.rtw or conrtruet;oa sul,runtt--clor,and the nianufactueng or!t:rniJona of materials,crueler,nrf•�''►s,or.yciptnrnt on the rte of the Lu;!ding or worl,Ly Ivrkom r". lob ed at like rite b% the contras fur or euLcon:rartor. (e) Tl.e terns"puLGc l•uldin f'or"pkkl.6e wort"include Lul•f;ng or uark for w hose rnnttruct;on.proeeeut;on,Corsi. ple6fte.of rcpsir,sr do fined A-ote,a Fe d-ral akcnry it a eontr.et;ng party,tg;:31ctt of.lwthrr title 11-errof it in a Fide.al ag ney- (d) The term"building or work firsnced in whole or in pan by loans or grants from the United Taste";ntludes build ing or wort fuf ULOW con►tr.kct;on,prow cut ion,eompietiun,or repair,as defined abote,pay ment or part payment is made directly or it,d'u.rt1) fnum fi-nds pro%Lit d b% loans or grants by a Federal agency. The term does rest include building or.ark for uhieh federal a.;44tar.ee u United tolel% to loan guarantees or insurance. (e) Etcry remon paid by a contractor or subcontractor in an, manner for his 1aLor in the construction,proserut;oa- eomr1tt;ok or rel.air of a public building or public worL or building or.orL financed;n whole or;n part by loans or grants from the United ftstts is"emploled'ard receiving'wages,"rrgardlraa of an; contractual relat;onthip all,:fed to exist hetw eta him and the real employer. (f) The tern"any af.Tated perrsoa—includes a tl,,u-e,child,parent,or other clone frlalke of the trwraetor or rub• contractor;a partntu or officer of the contractor or subcontractor:a rorl•oratioa clo.el, connected with the contractor or subcontractor as parent.tu)%f;diary•or othrrw ite,and an officer or agent of tucl corl-orat;ota (g) The term"Fcdrral agency"means the United States,the Dirtr;ct of Columbia•and oil esccutite deparire-..ts,ia- dtper.dent e±tabl;thmentt,admininratne menu;rs,and instrun.cntali:ire of the t'n;led Mater and of the Dit:r;et of Colua+hia. inclu4n.-rorlorat;cns,all or tuLeantiall% a9 of the Mork of t.h;ch it tern,fic;a!h o.ned by the('sited Sutes,by the Di►taid of Columbia,or ant of the foregoing departments,roubl;.hrnents.a;cnc;es,and instrumentalities Section 33 Wetkly stafement with respect to payment of w•ageL (a) As used in this section,the term"employet"sha0 not apply to per.ons in etassif;rntiont hkha than that of laborw or mechanic and those w ho are the immediate rupen•iton of ouch employees, • HUD-4010.1 (2-76) FLSP-10 — — ' r1uD-.o1o.t r 'ATTACHMENT TO FEDERAL LABOR STANDARDS PROVISIONS SO-CALLED "ANTI-KICKBACK ACi" AND REGULATIONS PRO%tULG kTED- PURSUANT THERETO BY THE SECRETARY OF LABOR. UNITED STATES DEPARTMENT OF LABOR TITLE 13. U.S.C.. section 874 (Repbms section 1 of the Act of June 13, 1934(48 Stat.948.40 U.S.C. sec. 276b)pursuant to the Act of June 2S. 1948.62 Stat.$62) IUCK.BACKS FROM PUBLIC WORKS EMPLOYEES alror.er,In rarer,intimidation,or threat of procuring dirmieal from eniplol newt,we by any other mainer.tut+. eser induces am person enrydo;%:d;n lire ronstrvetiun.pro.rertinn,eurnpletiun or a pair of any public building,pu1.6e•.wk. or buldn6 or-or►financed in.)suit or in pan by Arius ur 17antr from list Unit.d=uM,to Par up any part of the torn- p.nation to.hick he is entitled urAa his eontraet of.•mpio%meat,shall Ire Gncd nut nwrrr than 55,000 s r inpri+ined not more than inn%can.ur bock. SECTION 2 OF THE ACT OF JUKE 13. 1934, AS .A )ENDED (43 Slat.948,62 St3t.662. 63 Stat.108.72 Stat.967,:0 U.S.C.,sec.276c) The Geretary of Woof shall male rrarou.,Lle regulations for euntraclur,and subcontractors.engaged is the eon.truetion. proacutan,cornptetion or►epau of public buildings,puLGe wails ur buildings ur woAs financed in.hole or in pan 1.. loans or pant#train the Lenked 5tatrr,including a I.ro.i:ion that each contractor and tuLcunlrsctor shall furnish%erLIv a statement with raped to the.ages psid each eniplo%ee during the prrerding.er4. Section 1001 of Title 18(United States Code):hall app11 to.ochstatementa. ...XXX--- Pureuant to the alorrsaid Anti•KiclbacL Art,the Secretary-of Lal or,United States Department of tsbos•.has Promul- gated tt.e regulations hereinafter set forth,-hick regulations are found in Title 29,Subtitk A,Code of Frderal Regu!atioro, Part 3. The tam-this pan'as u ed in the re.lations hereinafter set forth,refers to Pan 3last above mentioned. Said eel- ulati..nr are as fullo.rs: TITLE 29—LABOR Subtitle A—Office of the Sec-retary of Labor PART 3—CON7RACTORS AND SUBCONTItALCTORS ON PUBLIC BUILDLNG OR PUBUC M'ORK FLN.Ar%QCED LY IANOLE OR LN PART BY LO.4,NS OR GRANTS FROM THE UNITED STATES Section 3.1 Purpose and scope. This part prescribes-antilicLback-regulations under section 2 of the.Act of June 13,1933,as amended(40 V.S.C. 276c),popularly k no.•e as the Copeland Ali This part split-ier to sm contract w kith is wbjeet to Federal,.age rtandads and•kith is for the construction,prosecution,completion,or repair of public buildings,pubiie anon&or Lur7dings or%orks financed in.hole at in pan b) loans or pants[turn the Visited Staten. The pan is intended to aid in the enforeemerst of the minimum.age proairiorts of the DnirRaron.Act and the.araut statutes dralin6 with Frderallr•aasisted constrvdian that contain similar minimum wage pro.isions.including those lwotisions which are not subject to Reorganisation Plan Ne.16 FLSP-9 without the Local Public Agency's or Public Body's prior written ar_•ioval of the subcontractor. The Local Public Aaancy or Public Body will not approve any subcontractor for }pork cover.•d by this Contract who is at , the time ineligible under the provisions of any applicable ragslatiors issued by the Secretary of Labor, United States Department of Labor or the Secretary of Housing and Urban Develop—.ent, to receive' Ln award of such subcontract. - - 18. PFOVISIOhS TO BE I1:CIAMM IN CMAIN SOPCO;:TRACTS - The Contractor Phall include or cause to be included in each subcontract covering any of the work covered by this Contract, provi- sions which are consistent with these Federal Labor Standards Provisions and also a clause requiring the subcontractors to include such provisions in any lower tier subcontracts which they may enter into, together with a clause requiring such insertion in any further subcontracts that ray in tu=n be made. 19. DRMACH OF FORWOnIG 2WERAL LABOR S1 L?-M=.RDS PROVISIONS In addition to the causes for te=ination of this Contract as herein elsewhere set forth, the Local Public ASency or Public Body reserves the right to terminate this Contract if the Contractor or any subcontractor whose subcontract covers any of the work covered by this Contract shall breach a-ny of these Federal Labor Standards Provisions. A breach of V-ese Federal Labor Standards Provisions. may also be grounds for debarment as provided by the applicable regulations issued by the Secretary of Labor, United States Department of Labor. • FIUD•t010(2a6) ea by the Local Public A!- ncy or Public N)dy. Me Contractor shall submit weekly to the Local Public Agency or Public Aody two certified copies of all payrolls of the Contractor and of the subcon- tractors, it being understood that the Contractor shall be responsible for the nibmicsion of copies of payrolls of all subcontractors. Fach such payroll shall contain the "L:cekly Statement of Compliance" set forth in Section 3.3 of Title 29, Code of Federal Regulations. The payrolls and basic payroll records of the Contractor and each subcon- tractor covering all laborers and mechanics employed upon the Work covered by this Contract shall be maintained during the course of the work and preserved for a period of 3 years thereafter. Such payrolls and basic payroll records shall contain the name and address of each such e=ployee, his correct classification, rate of pay (including rates of contributions or costs anticipated of the types described in Section 1(b)(2) of the Davis-Pacon Act), daily and weekly number of hours wotked, deductions made, and actual wages paid. In addition, whenever the Secretary of Labor has found under Section 5.5(a)(1)(iv) of Title 299 Code of Federal Regulations, that the wages of any laborer or mechanic include the Pnount of any costs reasonably anticipated in providing benefits under a plan or program described in Section 1(b)(2)(B) of the Davis-Bacon Act, the Contractor or subcontractor shall raintain records which show that the co=mitment to provide such benefits is enforceable, that the plan or program is financially responsible, and that the plan or program has been co:=unicated in writing to the. laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such benefits. The Contractor and each subcontractor shall make his employment records with respect to persons employed by him upon the work covered by this Contract available for inspection by authorized representatives of the Secretary of Housing and Urban Development, the Local Public Agency or Public Body, and the United States Department of Labor. Such representatives shall be permitted to interview employees of the Contractor or of any subcontractor during working hours on the job. 16. SPrxIFIC COVERAGE OF C12TAIN TYPES OF WORK BY MPLOYES The transporting of materials and supplies to or from the site of . the Project or Program to which this Contract pertains by the e_ployees of the Contractor or of any subcontractor, and the W-nufacturing or fuxnishi_ng of materials, articles, supplies, or equipment on the site of the Project or Program to which this Contract pertains by persons employed by the Contractor or by any subcontractor, shall, for the purposes of this Contract, aAd without limiting the generality of the foregoing provisions of this Contract, be dee=ed to be work to which these Federal Labor Standards Provisions are applicable. .17- INELIGIBLE SUBCOI+MUCTO.HS The Contractor shall not subcontract any part of the work covered by this Contract or permit subcontracted work to be further subcontracted MUC).AGW(2-76) FLSP-7 r 11. rOSiING 1-11I.G3 DECISIG::S IND r':UT:iOMI2,tZ IVACE T.HuuCT10. S l The applicable ua•-e poster of the Secretary of Labor, United States , Department of Libor, and the applicable uaae determination decisions of said Secretary of Labor with respect to the various classification of laborers and mechanics .employed and to be employed upon- th¢ work coffered by this Contract, and a statement showing all deductions, if any, in accordance with the provisions of this Contract, to be Trade -from wages actually earned by persons so employed or to be employed in such classi- fications, shall be posted at appropriate conspicuous pou=ts at the site of the work. 12. CaM AWTS, PROCEMINCS, OR TESTA-1021Y BY F-MCIEES No laborer or mechanic to whom the wa£e, salary, or other labor standards provisions of this Contract are applicable shall be dischax:;ad or in any other ma_rnzer diRcrirl'nated against by the Contractor or c+v subcontractor because such employee has filed any complaint or Instituted or cassed to be instituted any proceeding or has testified or is about Lo testify in any proceeding under or relating to the labor stp-ndards r-ppli- cable under this Contract to his employer. 13. CL I3.3.A?:M DISHES P%,RTAIIMG TO WAGN RATES Claims and disputes pertaining to uaV rates or to classifications of laborers and mechanics employed upon the work coffered by this Contract shall be promptly reported by the Contractor in writing to the Local Public Agency or Public Body for referral by the latter through the Secretary of Housing and Urban Development to the Secretary of Labor, United States Department of Labor, Whose decision shall be final with respect thereto. • 14. QUESTIONS CONCENG CERTAIN FEMMkL STATUTES AND REGULATIONS All questions arising under this Contract which relate to the ap lication or interpretation of (a) the aforesaid Anti-Kickback Act, (b5 the Contract Work Hours and Safety Standards Act, (c) the aforesaid Davis-Bacon Act, (d) the regulations issued by the Secretary of Labor, United States Department of Labor, pursuant to said Acts, or (e) the labor standards provisions of any other pertinent Federal statute, shall be referred, throw the Local Public Agency or Public Body and the Secretary of Housing and Urban Development, to the Secretary of Labor, United States Department of Labor, for said Secretary's appropriate ruling or interpretation which shall be authoritative and may be relied upon for the purposes of this Contract. 15. PAYROLLS AND ?_SIC PAYROLL RECORDS OF CONTRACTOR 1ND SUBCOI+IRACTORS The Contractor and each subcontractor shall prepare his payrolls on forms satisfactory to and in accordance with instrsctions to be HUD-4010(2-76) '-FLSP-6 -. 7. E:FLO17•Z r OF CERTAIN F%RSMS FRGHIBiTM No person under the age of sixteen years and no person who, at the time, is serving sentence in a penal or correctional institution shall be employed on the worc covered by this Contract. 8. RDGUL.4TIONS PUR.SUJAMT TO SO-CALLEM 11A1TI KICK*ACK ACT" The Contractor ehall comply with the applicable regulations (a • copy of which is attached and herein incorporated by reference) of the Secretary of Labor, United States Department of Labor, made pursuant to the-so-called "Anti-Kickback Act" of June 13, 1931 (48 Stat. 948: 62 Stat. 862; Title D.S.C., Section 874: and Title 40 U.S.C.l Section 276c), and any amendi-ants or modifications thereof, shall cause appropriate provisions to be inserted in subcontracts to insure compliance therewith by all subcontractors subject thereto, and shall be responsible for the submission of affidavits required by subcontractors thereunder, except as said Secretary of Labor may specifically provide for reasonable limitations, variations, tolerances, and exemptions from the require- ments thereof. 9. F•IPLOiI ,`T OF LABOR:-.RS OR I40T LISTED IN ArORESAID WAGE DETFR-1INATION DECISION Any class of laborers or mechanics which is not listed in the wage determination and which is to be employed under the Contract will be classified or reclassified conformably to the wage determination by the Local Public Agency or Public Body, and a report of the action taken shall be submitted by the Local Public Agency or Public Body, through the Secretary of Housing and Urban Development, to the Secretary of Labor, United States Department of Lesbor. In the event the interested parties cannot agree on the proper classification or reclassification of a particular class of laborers and mechanics to be used, the question accompanied by the reco=endation of the Local Public Agency or Public Body shall be referred, through the Secretary of Housing and Urban Development, to the Secretary of Labor for final determination. 10. FRINGE PE: .FITS NOT DRESSED AS EOURLY WAGE RTES The Local Public Agency or Public Body shall require, whenever the minimum wage rate prescribed in the Contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly ,rage rate and the -Contractor is obligated to pay cash equivalent of such • a fringe benefit, 'an hourly cash equivalent thereof to be established. In the event the interested parties cannot agree upon a cash equivalent of the fringe benefit, the question, accompanied by the recomendation of the Local Public Agency or Public Body, shall be referred, through the Secretary of Housing and Urban Development, to the Secretary of Labor for determination. • HUD-4010(2.76) FLSP-5 furnish to the contracting officer or a representative of the Wage-Hour Division of the U. S. Department of Labor written evidence of the registration of his program and apprentices as well as the appropriate ratios -and wage rates (expressed in percentages of the journeyman hourly rates, for the area of construction prior to using any apprentices on the contract work. The :rage rate paid apprentices shall be not less than the appropriate percentage of the Journeyman's rate contained in the applicable wage determination: b. Trainees. Except as provided in 29 CFR 5.15 trainees will not be permitted to work at less than the predetenai;ned rate for the work performed unless they are employed pursiLasmt to and individually registered in a program which has received prior approval, evidenced by formal certification, by the U. S. Department of Labor, Manpo::er Administration, Bureau of Appren- tice and Training. The ratio of trainees to journeymen shall not be greater than permitted wider the plan approved by the Bureau of Apprenticeship and Training. Every trainee asst be paid at not less than the rate specified in the approved pro- gram for his level of progress. Any employee listed on the payroll at a trainee rate who is not registered and partici- pating in a training plan approved ty the Bureau of Apprentice- ship and Training shall be paid not less than the wage rate determined by the Secretary of Labor for the classification of work he actually performed. The contractor or subcontractor will be reouired to 'finish the contracting officer or a repre- sentative of the Vage-Hour Division of the U. S. Department of Labor written evidence of the certification of his program, the registration of the trainees, and the ratios and wage rates prescribed in that program. In the event the Bureau of Apprenticeship and Training withdraurs approval of a train- ing program, the contractor will no longer be permitted to utilize trainees at less than the applicable predetermined' rate for the work performed until an acceptable program is approved. c. Eoual Enmloyment Ovportiinity. The utilization of apprentices, ' trainees and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246, as mended, and 29 CFR Part 30. Huo-4010(2-76) •- - - - - ... _ -- - -- FLSP-4 1 in excess of 8 hours or in excess of the standard workweek of 140 hours without parent of the overtime vages required by,the clause set forth • in paragraph (a). (c) Withholding for liquidated damnages. The Local Public Agency or Public Body shall withhold or cause to be withheld, from any moneys payable on account of work performed by the Contractor or subcontractor, such sums as may administratively be determined to be necessary to satisfy any liabilities of such Contractor or subcontractor for liqui- dated damages as provided in the clause set forth in paragraph (b). (d) Subcontracts. The Contractor shall insert in any subcontracts the clauses set forth in paragraphs (a), (b), and (c) of this Section End also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts which they may enter into, tobether With a clause requiring this insertion in any further subcontracts that ray in turn be made. 6. -1!,:PLO _'NT' OF APPttE'iUTCLS/•RADMS a. Avprentices will be permitted to Work at less than the prede- termined rate for the work they performed wheii they are er- Floyed snd individually registered in a bona fide apprentice- ship program registered With the U. S. Department of Labor, Maunpower Administration, Bureau of Apprenticeship and Training, or With a State Apprenticeship Agency recognized by the Bureau, or if a person is employed in his first 90 days of probationary employment as an apprentice in such an apprenticeship program, who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State Apprenticeship Agency (where appropriate) to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeynen in any craft clzssi- fication- shall not be greater than the ratio permitted to the contractor as to his entire work force under the registered program. Any employee listed on a payroll at an apprentice wage rate, who is not a trainee as defined in subdivision (b) of this subparagraph or is not registered or otherwise employed as stated above, shall be paid the wage rate determined by the ry Secreta of Labor for the classification of work he actually performed. The contractor or subcontractor will be required to � MU7•�OlOI]•76) FLSP-3 1.Ccncy or Public rody ray con:3ider'nncesn&17 to Fay Bach laborers or mechanics Ilia lull a*aoant of wages required by this-Contract. The ( amount so withheld ray be disbursed by the Local Public f gency or Public Body, for and on account of the Contractor or the subcontractor (as may be appropriate, to the respective laborers. or nncha•-iies to whom the aame is due or on their behalf to plans, fluids, or programs. for any type of fringe benefit prescribed in the applicable vage determination. 2�. Il3'ICIPATED COSTS OF FRIRGE -BM%TFITS If the Contractor does not make payments to a trustee or othei third person, he may consider as part of the wages of any laborer or rech�tnic the amount of any costs reasonably anticipated in providing fringe benefits under a plan or program of a type expressly listed in the wage determination decision of the Secretary of Labor which is a part of this Contract: Provided, however, the Secretary of Labor has found,, upon the written request of the Contractor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may require the Contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. A. copy of any findings made by the Secretary of Labor in respect to fringe benefits being provided by the Contractor must be submitted to the Local Public Agency or Public Body with the first payroll filed by the Contractor subsequent to receipt of :he findings. 5. OiERT17.1E C011•7 �SATION REZUTRED BY CO.-TIP CT WORK HOURS ;_MM SP=z, STRUM RDS ACT (76 Stat. 357-360: Title 40 U.S.C., Sections 327- 332) (a) Overtime requirements. No Contractor or subcontractor contracting for any part of the Contract work which may require or involve the employment of laborers or mechanics, including watchmen and guards, shall require or permit any laborer or mechanic in any wor,c4eek in which he is employed on such work to work in excess of 8 hours in any calendar day or in excess of 40 hours in such work week unless such laborer or mechanic receives compensation at a rate not less than one and one-half times his basic rate of pay for all hours worked in excess of 8 hours in any calendar day or in excess of 40 hours in such work week, as the case may be. (b) Violation: liability for unpaid wz�as liquidated = s. In the event of any violation of the clause set forth in paragraph a), the Contractor and any subcontractor responsible therefor shall be liable to any affected employee for his unpaid wages. In addition, such Contractor and subcontractor shall be liable to the United States for liquidated doges. Such liquidated da=ages shall be computed with respect to each individual laborer or mechanic employed in violations of the clause set forth in paragraph (a); in the sum of $10 for each calendar day on which such employee was required or permitted to work HUD-4010 (2.76) - - FLSP-2 U.S. DEPARTU.ENT OE MD 'svno AND URERT: DtVELCVMIM7 • COmm...'utTY DEVELCN VENT *LOCK GK-ANT FPOGRAM I:EDCR.L 1.1.00R STANDARDS E i:OviSID::S • 1. APPLICABILITY The Project or Program to Which the work covered by this Contract pertains is* being assisted by the United States of America and the . following Federal Labor Standards Provisions are ihcluded in this Contract pursuant to the provisions applicable to such Federal assist- ance. 2. )UNI . II VIAGE RATES FOR W-BORERS AND IMCEANICS All laborers and mechanics eriployed upon the work covered by this Contract shall be paid unconditionally and not less often than u:nce each week, and without subsequent deduction or rebate on any account (except such payroll deductions as are made mandatory by law and such other payroll deductions as are permitted by the applicable regula- tions issued by the Secretary of Labor, United States Depart=ent of Labor, pu:=uf_int to the Anti-Kickback Act hereinafter identified), the full amount due at time of payment computed at ::age rates not less than those contained in the wage determination decision of said Secretary of Labor (a copy of which is attached and herein incorporated by reference), regardless of any contractual relationship which may be alleged to exist between the Contractor or any subcontractor and such laborers and mechanics. All laborers and mechanics eyployed upon such work shall be paid in cash, except that payment may be by check if the employer provides or secures satisfactory facilities approved by the Local Public. Agency or Public Body for the cashing of the same without cost or expense to the employee. For the purpose of this clause, contributions made or costs reasonably anticipated under Section 1 (b) (2) of the Davis-Bacon Act on behalf of la'Dorers or mechanics are. considered wages paid to such laborers or mechanics, subject to the provisions of Section 5.5(a)(1)(iv) of Title 29, Code of Federal Regulations. Also for the purpose of this clause, regular contribu- tions made or costs incurred for more than a weekly period under plans, funds, or programs, but covering the pArt?cular weekly period, are deemed to be constructively made or incurred during such weekly period. 3• UNDERPA1?•""1.ITS OF WAGES OR SAIIAMES ; In case of underpayment of :ages by the Contractor or by any subcontractor to laborers or mechanics esrloyed by the Contractor or subcontractor upon the work covered by this Contract, the Local Public Agency or Public Body in addition to such other rights as may be afford- ed it under this Contract shall withhold •from the Contractor, out of any payments due the Contractor, so much thereof as the Local Public FLSP-1 _. NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ATTEMPT TO ENSURE THE HIRING OF LOCAL AREA RESIDENTS The Bidder' s attention is called to the requirement that each Bidder and Sub-Bidder must make a good faith effort to employ Local Area Residents with the goal of employing Local Area Residents for periods equaling 5.0% of the total hours expended by the General Bidder and each Sub-Bidder. Evidence of such good faith efforts shall at minimum include: the conspicuous posting at the site of signs soliciting the employment of Local Area Residents ; the notification in writing of local insti- tutions of worship and other local community organizations of the availability of employment to Local Area Residents; and a written report of each inquiry for such employment including a filled out Job Application, a Log of all Applications, and the action taken on, and the ultimate disposition of each Application. LARH -1 as those standards prescribed in parm its effortshtoe ensure fequal , so as to achieve maximum results from i employment opportunity. If the Contractor fails to comply with the requirownts of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFA 60-6.3. 14. the Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the Government and to keep records shall at .lsast include for each employee'-the name, address, telephone num- bers, construction trade, union affiliation, if any, employee ident- ification number when assigned, social security number, race, sexd status (e.g. mechanic, apprentice, trainee, helper, or laborer). dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable form; however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. 15. Nothing herein t-^Filed shall be conitrued as a limitation upon the application of other laws which establish different standards of com- pliance or upon the application of requirements for the hiring of local or other area residents(e.g. those under the Public Works Employment Act of 1977 and the Community Development block Grant Program). EOTM-11 ATTKcm--V T D Page w egregacad Ensure that all facilities and company activities are nons except that separate or sing la-user toilet and necessary changing facilities shall bt provided maintain a record ofeallesolicitations of offers for o. Document and mai ain subcontracts, from minority and female conaczyction contractoss and suppliers including ci-rculation of solicitations to minority and female contractor associations. of &11 supervisors' adherence p. Conduct a review, at least annually, to and ssformaace under the Contractor' • EEO policies and atfir�ative p action obligations• articipate in voluntary associations S. Contractors are encouraged to p ' which assist in fulfilling one or more of their affirmative.action joint Ii ations (7a through p). The efforts of a contractor assoeatiof which g or other similar group contractos-union, concractor-cocrosua=tics ant, may be asserted as ful' the contractor is a member and a p obligation under 7a through p of thew filling any one or more of its artici aces in ' filling ations provided that the contractor active appositive the group, makes every effort to assure that the g: p an- impact on the emploTment of minorities anzOgrsmnare reflected in� the sures that the concrete benefits of the p S makes a food Contractor' s minority and fema'.e vorkeandztimetables, and can pro faith effort to meet its individual goals vide access to doc,�encacioa which demonscrThesobli obligation to effectiveness actions taken an behalf of the Contractor. The g to fulfill however, is is the Contractor' s, and failure of such a group I:jnce. an obligation shall not be a defense for the Contractozoalnforwomen 9. A single goal for minorities and a separate single required CO provide have been- established. The Contractor, however, is zeq equal employoene opportunity and to take affirmative action for all 4 and all women, both minority minority groups, both =ale and female, be is violation and non-minority. Consequently, the Contractor may group is employed is a substanti;lay of the Executive Order if a particular even though the Contractor has achieved disparate manner (for example, the Contractor �y also be in violation its goals for vaaen generally, of women is under- of the Executive Order if a specific minority group utilized. ) oals and timetables or af!i:---stave 10. The Contractor shall not use the 8 action standards to discriminate against any p erson because of race, color, religion, sex, or national origin. 11. The Contractor shall not enter into any Subcontract with any p firs debarred from Govert�ent contracts pursuant to Executivs Order or alties for 11246. out such sanctions and p en 12. The Contractor shall carry d of the Equal Opportunity Clause, violation of these specifications an suspension, ter^�ination and cancellatisCOnt acts on of ax including p pursuant to Execution Order 11246, as as may be imposed or ordered p ulacions , by the Office of Federal amended, and its ze8 Any Contractor who fails to cals Contract Compliance ?rograms. ha ll be in violation of these Specification such sanctions and penalties sha ecificatioes and Executive Order 11246, as amended obligations under these sp a 13. She Contractor, in fulfilling at least as extensive shall implement specific sffi:-nacive action steps , EOTM-10 f including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those pro- grams funded or approved by the Department of Labor. The Contractor shall provide notice of these programs to the sources complied under 7b above. :f. Disseminace.the Contractor'a EEO policy by providing notice of the- policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its -U-0 obligations; by including it in any policy manual and collective bargaining agreement; by publicizing it in the company newspaper, annual report, ate. by specific review of the policy with`all management personnel and with all minority and female employees at least once a rear, and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. X. Review, ac least annually, the Company's EEO policy and affirmative action obligations under these specifications with all employees having any responsibility for hiring, assignment, layoff, termination or other employment decisions including specific review of these terms with on- site supervisory personnel such as Supertendents , General Foremen, etc. , prior to the 'initiation of construction work at any job site. A written record shall be made and maintained identifying the time and place of these meetings , persons attending, subject matter discussed, and dis- position of the subject matter. h. Disseminate the ,Contractor's EEO policy externally by including it in any advertising in. the news media, specifically including minority. and female news media, and providing written notification to and discussing the Contractor' s EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business. i. Direct its recruitment efforts , both oral and written, to minority, female and community organizations , to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of applications for apprenticeship or other training by any recruitment source, the Con- tractor shall send written notification to organizations such as the above, describing the openings , screening procedures, and tests to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, s,,—ar and vacation employment to minority and female youth both on the site and in other areas of a Contractor' s workforce. k. Validate all tests and other selection requirements where there is an obligation to do so under 41 M. part 60-3. 1. Conduct, at least annually, an inventory and evaluation at least of all minority and femal personnel for promotional opportunities and encourage these employees to seek or to prepare for, through approp- riate training, etc. , such opportunities. m. Ensure that seniority practices, job classifications, work Assign- ments and other personnel practices, do noc have a discriminatory effect by continually monitoring all personnel and employment related activities to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. EOTM-9 01001 In 'I I AVIAC'HMn Dr Page 2 .. As Contractor is expected to make substantially uniform progress toward ' its goals in each craft during the period specified. S. Neither the provisions of any collective bargaining agreement, nor the failure by t union with whom the Contractor has a collective bargaing agreement, to refer either minorities or women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the regulations promulgated pursuant thereto. f. In order for the nonworking training hours of apprentices and trainees to be counted in meeting the goals, such apprentices and trainees must be employed by the Contractor during the training period, and the Con- tractor must have made a committment to =play the apprentices and trainees at the completion of their training, subject to the availability of asa- ployment opportunities. Trainees must be trained pursuant- to training programs approved by the U.S. Department of Labor. 7. The Contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the Contractor' s compliance with these specifications shall be based upon its effort to achieve max- i=um results from its actions. The Contractor shall document these efforts fully, and shall implement affirmative action steps at least as extensive as the following: a. Ensure and maintain a working environment free of harassment, in- timidation, and coercion at all sites , and in all facilities at which the Contractor's emp:oyees are assigned to work. The Contractor, where possible, will assign two or more women to each construction project. The Contractor shall specifically ensure that all foremen, superintendents, a.,d other on-site su*e rJisory personnel are aware of and carry out the Contractor' s obligation to maintain such a working environment, with, specific attention to =Mority or female individuals working at such sites or in such facilities. - b. Establish and maintain a current list of minority and female recruit- ment sources , provide written notification to minority and female recruit- ment sources and to :=unity organizations when the Contractor or its unions have employxeftt opportunities available, and maintain a record of the organization' s responses. c. maintain a current file of the names , addresses and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a union, a recruitment source or coc=unity organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Con- tractor may have taken. d. Provide i=ediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agree- ment has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that o0wtha union referral process has izpeded the-Contractor's efforts to meet its obligations. e. Develop on-'the-Job training opportunity and/or participate in train- ing programs for the area which expressly include minorities and women, EOTM-8 Standard Federal Equal Employment Opportunity Construction Specifications (Executive Order 11246) As used in these specifications: a. "Covered area" means the geographical area described in tht solicitation from which th is'contract resulted: b. "Director" means director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority. C. "Employer identification number" means the Federal Social Security number used on the Employers Quarterly Federal Tax Return, O.S. Treasury Department Form 941 d. "Minority" includes : (i) Black( all persons having. origins in any of the Black African racial groups not of Hispanic origin) ; (ii) Hispanic (all persons of Mexican. Puerto Rican, Cuban, Central or South American or other Spanish Culture or origin, regardless of race); (iii) Asian and Pacific Islander ( all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and (iv) American Indian or Alaskan Native; All persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and part- icipation or community identification) . 2. Whenever the Contractor, or any Subcontractor at any tier, sub- contracts a portions of the work involving any construction trade, it shall physically include in each subcontract in excess of $10,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female• participation and' which is set forth in the solicitations from which the contract resulted. 3. If the Contractor is participating (pursuant to 41 CFR 60-4. 5) in a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affi-...s cave action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations • under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The over all good faith perforsance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor' s or Subcontractor' s . failure to make good faith efforts to achieve the Plan goals and timetables. 4. The Contractor shall implement the specific affir-sative action standards provided in paragraphs 7a through p of these specifications. The goals 1 set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. • EOTM-7 tTTaCR'L'rT_-- Paga 2 Secretary of Labor, or as otherwise provided by law. (7) The contractor will include the portion of the sentence Immediately preceding paragraph (1) and the provisions of paragraphs (1) through (7) in gvary subcontract or purchase order unless extupted by rules, regulations, or orders of the Secretary of Libor issued pursuant to section 204 of Executive Order 11246 of September 24, 1965, so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as the administering agency may direct as a means of enforcing such provisions, including sanctions for non- compliance: Provided however; Thit in the event a contractor becomes involved in, or is threatened with litigation with a subcontractor or vendor as a result of such direction by the administering agency, the contractor say request the Cnited States to enter into such litigation to protect the interests of the United States . The applicant further agrees that it will be bound by the above equal opportunity clause with respect to its own employment practices when it participates in federally assisted construction work: Provided That if the applicant so partici;ating is a State or local goverment the above equal opportunity clause is not applicable to any agency. instruaentalitY or subdivision of such gove^-ent which does not participace in work on or under the contract. The applicant agrees that it will assist and cooperate actively with the administering agency and the Secretary of Libor is obtaining the compliance of contracr.ors .and subcontractors with the equal opportunity clause and the rules , regulations , and relevant orders of the Secretary of Labor. that it will furnish the adainistering/ agency and the Secretary of Libor such information as they may require for the supervision of such compliance, and that it will other- se assist the administering agency in the discharge of the agency' s pr•;=ary responsibilities for secaring c=pliar,ce. The applicant further agrees that it will refrain fr= entering into any contract or contract modification sub;ect to Executive Order 11246 of Septe=3er 24,1965, with a contractor debarred from, or ,who. has not deaonstra:ed eligibility for , Gover=ent contracts and federally assisted const.—action contracts pursuant to the Executive order and wil•1 carry out such sanctions and penalities for violation of the equal opportunity clause as may be imposed upon contractors and subcontractors by the administering agency or the Secretary of Labor pursuant to Part I1, Subpart D of the Executive order. In addition. the applicant agrees that if it fails or refuses to 'c=ply with these undertakings, the administering agency nay take any or all of the following actions: Cancel , te:=inate, or suspend in whole or in par: this grant (contract , loan, insurance, r.:arantee) : refrain from extending any further assistance to the applicant under the program with respect to which the failure or re_°und occured until satisfactory assurance of future compliance has been received from such applicant ; and refer the case to the Departxent of Justice for appropriate legal proceedings. , EOTM-6 The applicant agrees that it will isicorporate or cause to be in- corporstad into any contract for construction work, or siodificution thereof, -as defined in the regulations of the Secretary of Labor at 41 Cn Chapter 60, which is paid for is whole or in part with funds obtained from the Federal Goverttmant or borriwed on the credit of , the Federal Coverament pursuant to a grant contract, lose, insurance, . or guarantee, or undertaken pursuant to any Federal program involving such a grant, cont=act, loan, insurance, or guarantee, the following equal opportun.it7 clause: During the performance of this contract, the contractor agrees as follows: . (1) The contractor will not discriminate against anT emploTee or applicant for employment because of race, color, religion, sex, or national origin. The contractor will take affirmative action to ensure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, or aational origin. Such action shall include, but not be limited to the following: Employment, upgrading, demotion, or transfer, recruit- ment or recrui=en: advertising, layoff or taraination; rates of pay, or other forms of compensation; and selection for training,including • apprenticeship. The contractor agrees to post in conspicuous places , available to employees and applicants for employment, notices to be provided sctting forth the provisions of this nondiscrimination clause. (2) The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the contractor, state that all qualified applicants will receive considera:icn for employment without regard to race, color, religion, sex, or national origin. (3) The contractor will send to each labor union or r4presentat4 a of workers with which he has a collective bargaining agreement or other contract or understanding , a notice to be provided advising the said labor union or workers ' representatives of the contractors' caamit=ents under this section and shall post copies of the notice in conspicuous places available to employees and applicants for employment. (4) The contractor will comply with all provisions of Executive Order 11246 of September 24, 1965 , and of the rules , regulations , and relevant orders of the Secretary of Labor. (5) The contractor will furnish all inforgation and reports required by Executive Order 11246 of September 24, 1965, and by rules , regulations , and orders of the Secretary of Labor, or pursuant thereto, and will permit access to his books , records , and accounts by the administering agency and the Secretary of Labor for purposes to ascertain compliance with such rules , regulations , and orders . (6) In the event o: the contractor' s noncompliance with the nondiscrimination clauses of this contract or with any of the said rules, regulations, or orders, this contract my be cancelled, termiaata=, or suspended in whole or im part and the contractor say be declared ineligible for turt-har Goverment crratzacts or federally assisted construction contracts in accordance with procedures authorized- in Executive Order 11246 of September 24, 1965, and such other sanctions may be imposed and remedies invoked as lationedornorderuofvche der 11246 of September 24, 1965, or by rule, regu - EOTM-5 ti/21JJ9 U.S.OEF1►RTMENf Of LABOR =M►LQVWJNT ITANDA01101 AOadIN&V 1tnT1Qa1 •►►462 or rVoCnA►co■ve a4T co"OUJAf-ca resranis"s WOMEN AND MINORITIES IN CONSTRUCTION fRranr+r f" Fein!Re ester. YoL me Ij.Ab Sd - F�sc.'1t. Mct•3. l9yd.l�e3 19d73_191y�1 • cook end sataiaNO tt�anosrMS Areto-Grentiess/ *New of ass■.ef`r-alaP COMP&M W Ts.w.aie cal•�.�""e'e" am :: r .� �C■iaM Liao 1taiMOar.1LS as C3MS1'tLC'10N P"■w L 19"4efrt um at.am_ LS r-s Aar I.II're VAL9 ta■I et.Iwo— I e 14 h+Aq We t'w%wn It arm are P-4 Aa. 1.INC,SW leant tit.amt N ■t Id 001111114 We SPRisra■t am t6erh er1 lt�ewal.a /t,r raa+eM ana atal..•"� V4101%tw IerrT.uaa».. sue C■n4fal�rp.aa tq�rr■sq: At:CDttlitlSly. ApptadLtt 8 Of tbt �lotlo v4� Issued on April 7. 197L(43 FR 24899) dsar•�c..� as AOL-ICY: Offlcc of FederzJ Cantsart and corrected on kfay S 197L (43 FR "'o w"" `" 4i"• w ta.a K "T CoapltaA= TrDCMCL.Labor. Ca v7 c+.+.�r K VWV % t K 241:7(end Appendix 8-2 of the notice t..f. ri a..-... �+* ar"r te. vl A=OK Carreetlon. issued on March 2A 1VM(44 FR 171261 t'—'^°`^"R*%MM K An.. ens VT WV? K t■rrYl. 6C7vv.A>•Y. Th1s notice to a mrret• which established Soa1s for minority ar.a■...■o. Una of the not,ee uLat:lsnuul to aJs utilization is the construction industry a'``te SAASA and timetables for female nerd _'-:or• are hereby superseded. „a amio.al•loped••%.sew•LVOWM fty uwaistlon for ecrs:ruetion con. A new Appendix 5-ao is bereby '-".W-A W [ia■t W M-11111114-q MA .rye■: a& tractors and 6ubcantra:.4rs sublet %4 issued as set forth below which shall s,,.ft ■.e,r,.,,s Iatevtive Ordrf 1124E ss amended become effective on November Sal 19x0. i7C '-•43G FR 7231!. 32 FR 143031. Oared.September 30.1910` f.#a a■Aa W— 4s 177TC:I12 DATE May L 11:6. Ray MardmL r+•sr•�a fraa wsa. . IeAw 1ww.. TOR MRT'}L'1M UNTO R14ATION SrQ-VUryoflrbar. M. sa WA ICON ACT. Joan N.Geary. �+c• is t''t:La�t 1[ataond. Associate Dit•ee• VAdersocrirat7 its•-um-r a..a M. ..r.e.c w W Cale■W M.w ftn I" tar. OFCC?. 202-523-144;. Donald L Msbw%. $"$"a AralrranrSecmiary.EmploymeMSmndort+s =5 PD.-Ore srr..e.ra�ttr-a0.A • Adr.�vitror:on. sMsA r...e Weldoe Revttas. 'is, p ~"°' Q L wooft 'P PL_t Y V�77.AP.Y Lam:P.MATION. D,'recrar.afrim of Federal Comma "V 1s FR Doc. 11.0014 apoea.••at Lt 43 Grr;honce Pro;raau. wA.tar•.,.CWt !� 1:846 tA�r:; t. 1171 al, :al`fe De?aft, App.edist0 caro•+cn.s■nra.■ >!-, a went o! Labor published a notice es- Until frttltr riotite the folio»i la for 00 c°"'e rw�r Lbhih_-IC goals and t,metsb.es for ^t:04 :2:7 .row•w-s►..al•cal+. ta._ ae fetal!!• at+: mLlortty utU,.u•Ion for clnonty utlGsslioo ut e■r1i :onf Tvction craft CT ..Ar. CT ,,"Ortoo c- ..r,L "T'S'ruet:on eontrze•.ors n b;ett to La. and nde shall be included in as Federal or 4•ell �-W�•ve"W T•M."w CT_ u federally assisted cans-ruction contracts and C""""" 41tvUvt Calder 31246. as e_-lerldear The subc:n;rscu is eausa of 570.ot70 to be � �"°°�'°'�� `a Aor'.1 7. I018. notice ecr.AL.ed Appen c kar.%&%=I+ 4.% A which eiubli,shtd tcali Lad ti- perfwred in the respecnVe seatrsphiza u23 e•s++-r .MA ss =r jbles for fe=alt utU:.a:ion and a-s+s 1''•1 foals art appl:csofe to ese.! soo n ,mow er seal` A;;�end3= B whit-h taLbl:s`.ed nLs ncnextrr.pt cvntrsc-ar-t total ormte cT_ y and tttstttAbles for =L•,or:y utihra• CQ^'Q''mian�oriforss -gsrdlesz+of t u•-rao-• WA r.sw Loa A rlu=bef of calms sale:t eon• '"ntlher at Oct part of that .•arklome is �'AWs� w• w e.LVC .. U-6rit`d In the apperid)cts. Lid, bemuse perf:mirt,ark on a Federal.'ede-slly r•.or,or.„t M,M ursced or nonfedsrally related pralem rT-••e the aDOer+drees are a:pet:et: Lo be used m1� Oro-stantl> p1' prWurentnt offlctfs aont.•tct or °nceet LrId full dot s.•sienL6 a:t republsiht4 Ot �rstruc-son carltractors k�Iic!!are e,m Lowy.soft"C„",raw srr u lt11I ss Carrccted. parit_;at:ng in en a;proved Horr.e(awn Plan �• A&•al+ wed warow wv •T ww. (see 41 CSR 54-431 are rpui.-td to oom sr."T S-'•'°K ^' Dated, AorU 23. 1976. w1th_he Scala of:„e Ho:Ielown Plan� r QowwtcO'- Zo%,.K „f• ttT,e off !e R'C..ecr J Rarc%A , rnard to construction worn they perform in PW&*%r 6...e••.r-+w yT snw tae arts =%ered by the Hometown Plan. 44•••MT••r•••t•n+WLftrge•a Val air► Director, OfCCl' With retard to an their other ci vered on' "'1411111% . ..rte fR: cor.1.^action -or*- rich cm-Zactors ere I&OU x814•" eryuirsd to comply wsL'f tal4e applicable S�tSA also s"°'�.wed le of EA goal contained in this appendix 6•aa OW AW-0.qT__ I as ry-"-.w WT C►wa Arrta•ats A Eoar+on+re inns s4a-• 11dS.Gfto ■w ti h♦ UPASL Wed cam400tt MT i•v%rR M !''ie feL'otrrt recta and tumr.Aatet for or --'•%an•I•:ra%v IS -sw al's fettle %it_Zat:ot seal' to uxr64ed III G.0 •� ts� °Dt `OD1"� teal • T•de"Li Ltd fetle—Ch farm meal:�t'en a,..s Sw4A Ca*-%= - r eaa0 too. W se. La "1:1 Lrid r1r�COf'�'7[i to rs aria of ACT;--gncm rf►ua• .h*NAM WT C:: :lit gOLta tale a071;=sDta to tIIe tan• �� tasA pf..w wT-w.ft a Ot a wITCaN as atv cand%rrma NO-SMS.Cay.w Y ah:J entlAer 01 col kr1 of LSaI Lori• �sLy twr� -0 U wed cww%+a"svqum w Two ,arm Y 7erfor�1 war& on a rvderw K ''e •'T••+ea s+e wmi Mt •aar.at 0+0 trsa real ft4e1.'y•Yt1fLt/ 7atJL'Lr'OII SOtJ1LZ K us titr+asw we *.dm Me -two Sku Cev-rf sw +sm $Jerre.OW f.l a++acdt.t.ZZ 40[+L wT- Arta =Ttrv4 Dais" lot Women %poll as. SWU Cve.s �oII41Iae. 4243 :e-6U--AWR�f.�� Y �S � 'a'rftwe om ?mow u we r swmtPe as r +'aleal•.S •A Maa.,ra ti■� EOTM-4 wcn -`"""` vt< u VV e.f•- •0.4,..�Ier: w C.0"o-w•a%4 S-o.rs S►4an c....re . ''w`�►_ Y acs a..�sr.aaa swra e.t [XM1e1T V NOTICE Of REOUIREMENT•iOK AFFIRMATIVE AMON TO ENSURE EOUAL EMPLOYMENT OPPORTUNITY ' (EXECUTIVE ORDER 112461 1. Tw Offeror's or Bidder's attention is called to the 'Equal Opportunity Clause' and the 'Standard Federal Equal E;ployment Opportunity Wstruction Contract Specifications' set forth herein. 2. jhe goals- end timetables for minority and female participation, expressed in percentaye terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as folla+s: Coals for minority Goals for female Tisretables participation for participation in each trade •' each trade •• These goals art applicable to all the Contractor's construction work performed in the covered area, whether or not it is federally assisted. The Contractor's carrpliance with the Executive Order and the regulations in 41 CFR Part 60- 4 shall be based on its irplarentation of the Equal Opportunity Clause, specific affir-mtive action obligations required by the specifications set forth in 41 CFR 60.4.3(a), and is efforts to meet; the goals established for the geographical area where the contract resulting frm this solicitation is to be performed. The hours of minority and female eJrployment and training must be substantially uniform throughout the ler+gt'+ of the contract, and in. eyeh trade, and t!e eont:ractor shall make a good faith effort to employ minorities and ww n evenly on each of its projects. The transfer of minority or fenhale erployees or trainees frm Contractor to Contractor or from protect to protect for the sole purpsve of meeting the Contractor's goals stall be a violation of the can-act, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with t. goals will be measured against the total work Avers performed. 3. 'are Contractor shall provide written notification to the Director of the Office of Federal Contract Ompliance Pregrams within 10 working days of award of any constriction subcontract in excess of $10,000 at any tier for construction work under the contract resulting frsn this solicitation. Z* notification stall list the rwm, address and telephone number of the subcontractor; erployer identification number; estimated dol:ar amount of the sub= t- tract; estimated starting and corpletion dates of the subcontract; and the geographical area in which the contract is two be performed. 4. As used 'in this Notice, and in the contract resulting from this solicitation, the 'covered area' is (insert description of the geu3raphical areas where the contract is to be performred giving the state, county and city, if any). . �vot}a�9e ts•>e� EOTM-3 In addition. all contractors and subcontractors subject to the Federal •f"*Up bid Conditions are required to file he standarditation57. The instructions for tiling this Monthly Employment 0 to as follow: The report is to be Completed by each subject contractor (both prime and subcontractors). signed by a responsible official of the company. sndjiled by the fifth day of each month during the term of the contract. beginning the effective date of the contract. The report includes the total work hours worked for each er+ployee level in each designated -trade for t*e sntire ate reporting period. The contractor suSmits a report for its agi re g work force on all federally-funded or assisted construction contracts and all non-Federal construction work within the particular Sid Condition area. and collects froc+ subcontracts performing work on a Federally-assisted construction project t`eir i»dividual SF-:57 reports of aggregate workforce in the bid Condition area. and submits then with its own report to: ' Assistant Regional Administrator l - - Office of. Federal Contract compliance progrssis U.S. Department of Labor irk Federal luilding. Room 1b12C 3ostoa. Missachusette 02203 To obtain the current SF-257 Cali (617) 223-1491-- Subcontractors should not individually submit these reports directly to "VU- b. Attach to the Standard Fors 257 a one time listing of all Federally-funded or assisted contracts within the particular lid Condition area by agency, contract and/or project number location dollar volume, percent completed. completi7n date. , and a siilar listing of all non-Federal work being perfomt d in that area. Monthly reports, thereafter should only include a listing of new contracts (both Federal and non•Federal) received and current contracts completed. e. Label the final report for a contractor or subcontractor FTML RZ?0RT-C0hTRAC1/SUDC0hTRACT CO`rPLITLD. d. Snter your employer identification Number (Federal Social • Security number used on the Employers Quarterly Tax Return. O.S. Treasury Department Form 941) 11% item I of the Standard Yom 257. • e.' Kinority is defined as including Blacks. Fispanica. &signs/ pacific Islanders and American Indians. to The procedure for &&signing OFCCP identification numbers to _ • each contract awarded has been cancelled. and the project naves R ` Ord OFCCP number are vo longer required to be reported an the SF-257. EOTM-2 prepared by the FFAZO Divieiamr Boston Area Officce BUD l These instructions are provided to assist you' le eomplying v;th certain solicitation. contract. subcontract. and reporting requirements of Executive Order 11246 (employment of minorities and women) relating to FUD-assisted construction contracts in excess of =10.000. Solicitation. Contract, and Subcontract Doctments Attachment A is the "Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (11246)." Attachment S contains the Equal Opportunity clause. Attachment C contains the "Standard Federal Equal Employment Opportunity Construction Contract Specifications." All three of these attachments must be in all solicitations for offers for bids. and in K D-assisted contracts and contracts resulting from solicitation. , Reporting •' i Within 10 working days of the award of a contract or subcontract in excess of i10.00D a "Notice of 'Award of Construction Contract (or Subeoatrset. :oust be sent to the two offices tsned below. We have included sample tomato for this notice of contracts and subcontracts.You may devise other tomato as long as they contain the same information. Submission j of a "Notice of Award of Construction Contract" is the responsibility of the assisted agency. Submission of "Notice of Award of Subcontract"is _ = the responsibilty of the contractor. tend The Notice to: Deputy Contract Compliance Officer/ Director- Regional Office of Fair Housing and Lgv,sl Opportunity V.S. department of HE'D JFX Federal building, Room 510 3oston, Massachusetts 02203 Assistant Regional Administrator Office of Federal Contract Corpliance h ograms V.S. Department of Labor J K Federal building, Room 1612C =oston.' Massachusetts 02203 EOTM-1 60,154 tawsana Keguiatlons 2.16-79 Secretary of Labor and to furnish the Secretary such information and assist. ance as the Secretary may require in the performance of the Secretary's functions under this Order.' "(b) In the event an applicant fails and refuses to comply with the applicant's undertakings pursuant to this Order. the Secretary of Iibor sway. after consulting with the administering department or agency. take any or all Af of the following actions: (1) direct any administering department or agency to cancel, terminate. or suspend in whole or in part the agreement. contract or other arrangement with such applicant with respect to which the failure or refusal occurred; (2) direct any administering department or agency to refrain from extending any further assistance to the applicant under the program with respect to which the failure or refusal occurred until satisfactory assurance of future compliance has been received by the Secretary of Labor from such applicant; and (3) refer the case to the Department of Justice or the Equal Employment Opportunity Commission for appropriate law enforcement or other proceedings.". "(c) In no case shall action be taken with respect to an applicant pursuant to clause (1) or (2) of subsection (b) without notice and opportunity for hearing.". 1-214. Section 401 of Executive Order No. 11246. as amended. is amend. ed to read: "Sec. 401.The Secretary of Labor may delegate to any officer, agency. or employee in the Executive branch of the Government. any function or duty of the Secretary under Parts II and Ill of this Order.-. 1-3. General Prvvisionr. . 1-301. The •transfers or ream4rinvrnts provided by Section 1-1 of this Order shall take effect at such time or times as the Director of the Office of Management and Budget shall determine. The Director shall ensure that all such transfers or reassignmenu take effect within 60 days. 1-302. The conforming amendments provided by Section 1-2 of this Order shall take efI'cct on October 8. 1978. except that, with respect to those agencies identified in Section 1-101 of this Order, the conforming amend- ments shall be effective on the effective date of the transfer or reassignment of functions as specified pursuant to Section 1-301 of this Order. `7 THE WHrrt; Houst, October J. J978. EEOEO-12 pended absolutely or continuance of contracts may be conditioned upon a program for future compliance approved by the Secretary of Libor.% 1-209. In order to reflect the transfer from the agencies to the Secre- tary of Labor of the enforcement functions, substitute "Secretary of Labor" for "each contacting agency" in Section 209(b) of Executive Order No. 1 1246. as amended, so that Section 209(b) is amended to,read "(b) Pursuant to rules and regulations prescribed by the Secretary of Labor. the Secretary shall make reasonable efforts. within a reasonable time limitation, to secure compliance with the contract provisions of this Order by methods of conference. conciliation. mediation. and persuasion before pro. ceedings shall be instituted under subsection (a)(2) of this Section.or before a contract shall be cancelled or terminated in whole or in part under subsection (a)(5) of this Section.% 1-210. In order to reflect the responsibility of the contracting agencies for prompt compliance with the directions of the Secretary of labor. Sections 210 and 211 of Executive Order No. 11246. as amended. are amended to read: - "Sec. 210. Whenever the Secretary of Libor makes a determination under Section 209. the Secretary shall promptly notify the appropriate agency. The agency shall take the action directed by the Secretary and shall report the results of the action it has taken to the Secretary of Libor within such time as the Secretary shall specify. if the contracting agency fails to take the action directed within thirty days. the Secretary may take the action directly.". "Sec. 211. If the Secretary of Labor shall so direct. contracting agen- cies shall not enter into contracts with any bidder or prospective contractor unless the bidder or prospective contactor has satisfactorily complied with the provisions of this Order or submits a program for compliance acceptable to the Secretary of labor.". 1-211. Section 212 of Executive Order No. 11246, as amended. is amended to read: "Sec. 212. When a contrart has been cancelled or terminated under Section 209(a)(5) or a contractor has been debarred from further Government contracts under Section 209(a)(6) of this Order, because of noncompliance with the contract provisions specified in Section 202 of this Order. the Secre- tary of Labor shall promptly notify the Compuoller General of the United States.". 1-212. In order to reflect the transfer of enforcement responsibility to the Secretary of Libor, references to the administering department or agency are deleted in clauses (1). (2), and (3) of Section 301 of Executive Order No. 1 1246. as amended, and those clauses are amended to read: "(1) to assist and cooperate actively with the Secretary of Labor in obtain- ing the compliance of contractors and subcontractors with those contract provisions and with the rules, regulations and relevant orders of the Secretary, (2) to obtain and to furnish to the Secretary of Labor such information as the Secretary may require for the supervision of such compliance. (3) to carry out sanctions and penalties for violation of such obligations imposed upon con- tractors and subcontractors by the Secretary of Labor pursuant to Part 11. Subpart D. of this Order.". 1-213. In order to reflect the transfer from the agencies to the Secretary of Labor of the enforcement functions "Secretary of Labor"shall be substitut- ed for "administering department or agency" in Section 303 of Executive Order No. 11246. as amended, and Section 303 is amended to read: **Sec. 303(a). The Secretary of Labor shall be responsible for obtaining the compliance of such applicants with their undertakings under this Order. Each administering department and agency is directed to cooperate with the e 1979 P-H Inc.EEO Compliance mama—See Cmu ttdemumt Table for tatest ds.etorrm is 186,151 -�. - EE0E0___ _ - Executive Order No. 11246 of September 24, 1965. so that such provisions will be binding upon each subcontractor or vendor. The contractor will take such action with respect to any subcontract or purchase order as may be directed br the Secretary of Labor as a means of enforcing such provisions including sanctions for noncompliance: Provided. however, that in the event the contractor becomes involved in. or is threatened with, litigation with a subcon- tractor or vendor as a result of such direction. the contractor may request the Uni:ed States to enter into such litigation to protect the interests of the United States."". 1-202. In subsection (c) of Section 203 of Executive Order No. 11246. as amended. delete "contracting agency" in the proviso and substitute "Secretary of Libor"therefor. 1-203. In both the beginning and end of subsection (d) of Section • 203 of Executive Order No. 11246. as amended, delete"contracting agency or the"in the phrase "contracting agency or the Secretary". 1-204. Section 205 of Executive Order No. 11246, as amended. is amended by deleting the last two sentences. which dealt with agency designa- tion of compliance officers. and revising the rest of that Section to read: "Sec. 205. The Secretary of Libor shall be responsible for securing compliance by all Government contractors and subcontractors with this Order and any implementing rules or regulations. All contracting agencies shall comply with the terms of this Order and any implementing rules. regulations. or orders of the Secretary of Labor. Contracting agencies shall cooperate with the Secretary of labor and shall furnish such information and assistance as the Secretary may require.". 1-205. In order to delete references to the contracting agencies conducting investigations. Section 206 of Executive Order No. 11246 as amended, is amended to read: "Sec. 206. (a) The Secretary of Labor may investigatto the employ. ment practices of any Go,.ernment contractor or subcontractor to determine whether or not the contractual provisions specified in Section 202 of this Order have been violated. Such investigation shall be conducted in accordance with the procedures established by the Secretary of Labor. "(b) The Secretary of Labor may receive and investigate complaints by employees or prospective employees of a Government contractor or sub- contractor which allege discrimination contrary to the contractual provisions specified in Section 202 of this Order.". 1-206. In Section 207 of Executive Order No. 11246. as amended. delete"contracting agencies, other" in the first sentence. 1-207. The introductory clause in Section 209(a) of Executive Order No. 11246, as amended, is amended by deleting "or the appropriate contract- ing agency" from "In accordance with such rules, regulations, or orders as the Secretary of Labor may issue or adopt. the Secretary or the appropriate contracting agency may:". 1-208. In paragraph (5) of Seaion 209(a) of Executive Order No. 11246, as amended. insert at the beginning the phrase "After consulting with the contracting agency, direct the contracting agency to", and at the end of paragraph (5) delete "contracting agency" and substitute therefor "Secretary of Labor"so that paragraph (5) is amended to read: "(5) After consulting with the contracting agency. direct the contracting agency to cancel, terminate. suspend. or awe to be cancelled, terminated. or suspended, any contract, or any portion or portions thereof. for failure of the contractor or subcontractor to comply with equal employment opportunity provisions of the contract Contracts may be cancelled, terminated. or sus- 1. EEOEO-10 586,151 Executive Order 12086(43 F.R.46501, Executive Order 12086 • October 5, 1978 4 Consolidation of Contract Cotnpriance Functions for Equal Employment Opportttttity ' By the authority vested in me as President by the Constitution and statutes of the United States of America, including Section 202 of the Budget and Accounting Procedures Act of 1950 (31 U.S.C. 5810, in order to provide for the transfer"to the Department of Labor of certain contract compliance functions relating to equal employment opportunity. is is hereby ordered as follows: 1-1. TreWfer of Fa Maim 1-10). The functions concerned with being primarily responsible for the enforcement of the equal employment opportunity provisions under Pau U and III of Executive Order No. 11246, as amended. are transferred or real• signed to the Secretary of Libor from the following agencies: ;• (a) Department of the Treasury. (b) Department of Defense. (c) Department of the Interior. (d) Department of Commerce. (e) Department of Health. Education,and Welfare. M Department of Housing and Uban Development. (g) Department of Transportation. (h) Department of Energy. 6) Environmental Protection Agency. 0) General Services Administration. • . (R) Small Business Administration. 1-102. The records, property, personnel and positions. and unexpended balances of appropriations or funds related to the functions trannferred or reassigned by this Order, that are availtb:e and necessary to fuunce or dis. charge thuce functions,are transferred to the Secretary of Labor. 1-103. The Director of the Office of Management and Budget shall make such determinations, issue such orders. and tale all actions necessary or appropriate to effectuate the transfers or reassignments provided by this Order, including the transfer of funds, records, pruperty. and personnel. 1-2. Conform►ng Anrrndmmh to Ewuthv Order No I12,f6. 1-201(a). In order to'reflect.the transfer of enforcement responsibility io the Secretary of Labor. Section 201 of Executive Order No.-11246, as amersd- ed, is amended to read: "Sec. 201. The Secretary of Labor shall be responsible for the administra- tion and enforcement of Parts 11 and 111 of this Order. The Secretary shall adopt such rules and regulations and issue such orders as are deemed netts. sary and appropriate to achieve the purposes of Parts 11 and lit of this Order.": (b) Paragraph (7) of the contract clauses specified in Section 202 of Executive Order No. 11246, as amended, is amended to read; "(7) The contractor will include the provisions of paragraphs (1) through (7) in every subcontract or purchase order unless exempted by rules. regula- tions. or orders of the SecretmT of Labor issued pursuant to Section 204 of •1979 P-H Iw.EEO compt;.a a Ma&.W—in Gvu Waums TsbW for Wm deoelopi S 8br151 EEOEO-9 tions. and other directives issued by the President's Committee on Equal- Employment Opportunity and those issued by the heads of various departments or agencies under or pursuant to any of the executive orders superseded by this "`" order, sho11.to the extent that they are not inconsistent with this order. remain i in fuD force and effect unless and until revoked or superseded by appropriate authority. References In such directives to provisions of the superseded orders shall be deemed to be references to.the comparable provisions of this order. ,.SEC. 404. The General Services Administration shall take appropriate action to revise the standard Government contract forms to accord with the provisions of this order and of the rules and regulations of the Secretary of Labor. - SEC. 405. This order sh&U become effective 30 days after the date,of this order: . • • LYNDON H.JOHNSON THE WHM HOUSE - September 24.1965 EEOEO-8 SEC. 303 (a) The Secretary of Labor shall be responsible for obtaining the compliance of such applicants with their undertakings under this Order. Each .� administering department and agency is directed to cooperate with the Secretary of Labor, and to furnish the Secretary such information and assistance as the Secretary may require in the performance of functions under this Order. (b) In the event an applicant fails and refuses to comply with the applicant's undertakings pursuant to this Order, the Secretary of Labor may, after consult= ing with the administering department or agency,take any or all of the following actions: (1) direct any administering department or agency to cancel,terminate, or suspend in"whole or in part the agreement, contract or other arrangement with such applicant with respect to which the failure or refusal occurred; (2) direct any administering department or agency to refrain from extending any further assistance to the applicant under the program with respect to which the failure or refusal occurred until satisfactory assurance of future compliance has been re- ceived by the Secretary of Labor from such applicant; and (3) refer the case to the Department of Justice or the Equal Employment Opportunity Commission for appropriate law enforcement or other proceedings." (c) In no case shall action be taken with respect to an applicant pursuant to clause(1)or(2)of subsection(b)without notice and opportunity for hearing. SEC. 304. Any executive department or agency which imposes by rule, regulation. or order requirements of nondiscrimination in employment. other than requirements imposed pursuant to this order, may delegate to the Secretary of Labor by agreement such responsibilities with respect to compli- ance standards,reports, and procedures as would tend to bring the administra- tion of such requirements into conformity with the administration of require- ments imposed under this order: Provided,That actions to effect compliance by recipients of Federal financial assistance with requirements imposed pursuant to Title VI of the Civil Rights Act of 1964 shall be taken in conformity with the procedures and limitations prescribed in section 602 thereof and the regula- tions of the administering department or agency issued thereunder. PART N—IUSCELLANEOUS SEC. 401. The Secretary of Labor may delegate to any officer, agency, or employee in the Executive branch of the Government, any function or duty of the Secretary under Parts II and III of this Order. SEC. 402.The Secretary of Labor shall provide administrative support for the execution of the program known as the"Plans of Progress." SEC. 403. (a) Executive Orders Nos. 10590 (Jan. 28, 1955). 10722 (Aug. S. 1957). 10925(Mar.6. 1961). 11114(June 22. 1963).and 11162(July 25.1964), are hereby superseded and the President's Committee on Equal Employment Opportunity established by Executive Order No. 20925 is hereby abolished. All records and property in the custody of the committee shell be transferred to the Civil Service Commission and the Secretary of Labor. as appropriate. (b) Nothing In this order shall be deemed to relieve any person of any obligation assumed or imposed under or pursuant to any executive order superseded by this order. All rules,regulations, orders, instructions. desigaa- ® 1979 P-H Inc. EEO Compliance Manual—See Cross Reference Table for latest developments 1 85,101 EEOEO-7 SEC. 214.Any certificate of merit may at any time be suspended or revoked . by the Secretary of Labor if the holder thereof,in the judgment of the Secretary. has failed to comply with the provisions of this order. SEC. 215. The Secretary of Labor may provide for the exemption of any �- employer. labor union. or other agency from any reporting requirements imposed under or pursuant to this order if such employer.labor union,or other. agency has been awarded a certificate of merit which has not been suspended or revoked. • ' ]PART M—NONDISCRLNiT211ATION PROVISIONS IN FEDERALLY • ASSISTED CONSTRUCTION CONTRACTS SEC.301.Each executive department and agency which administers a pro- gram involving Federal financial assistance shall require as a condition for the approval of any grant. contract, loan. insurance; or guarantee thereunder. which may involve a construction contract. that the applicant for-Federal- assistance undertake and agree to incorporate. or cause to be incorporated. into all construction contracts paid for in whole or in part with funds obtained from the Federal Government or borrowed on the credit of the'Federal Government pursuant to such grant. contract. loan. insurance. or guarantee. or undertaken pursuant to any Federal program involving such grant,contract. loan, insurance, or guarantee, the provisions prescribed for Govemment , contracts by section 202 of this order or such modification thereof, preserving in substance the contractor's obligations thereunder, as may be approved by the Secretary of Labor, together with such additional provisions as the Secretary deems appropriate to establish and protect the interest of the United , States in the enforcement of those obligations. Each such applicant shall also '. undertake and agree: (1) to assist and cooperate actively with the Secretary of La%.or in obtaining the compliance of contractors and subcontractors with those contract provisions and with the rules, regulations, and relevant orders of the Secretary; (2) to obtain and to furnish to the Secretary of Labor such information as the Secretary may require for the supervision of such compliance; (3) to carry out sanctions and penalties for violation of such obligations imposed upon con- tractors and subcontractors by the Secretary of Labor pursuant to part 11, Subpart D, of this Order; and (4) to refrain from entering into any contract subject to this order, or extension or other modification of such a contract with a contractor debarred from Government contracts under part II,subpart D.of this order. SEC. 302. (a) "Construction contract" as used in this order means any contract for the construction, rehabilitation, alteration, conversion, extension, or repair of buildings.highways.or other improvements to real property. (b) The provisions of part I1 of this order shall apply to such construction contracts, and for purposes of such application, the administering department or agency shall be considered the contracting agency referred to therein. (c) The term "applicant" as used in this order means an applicant for Federal assistance or, as determined by agency regulation, other program participant,with respect to whom an application for any grant.contract,loan. Insurance. or guarantee is not finally acted upon prior to the effective date of this part.and it includes such an applicant after he becomes a recipient of such Federal assistance. EEOEO-6 the Secretary of Labor as the case maybe. (S) After consulting with the contracting agency, direct the contracting agency to cancel, terminate, suspend, or cause to be cancelled, terminated, or suspended any contract, or any portion os portions thereof, for failure of the tom'" contractor or subcontractor to comply with the equal employment opportunity provisions of the contract. Contracts may be cancelled, terminated, or suspended absolutely or continuance of contracts may be conditioned upon a program for future compliance approved by the Secretary of Labor. (6) Provide that any contracting agency shall refrain from entering Into further contracts. or extensions or other modifications of existing contracts. . with any noncomplying contractor, until such contractor has satisfied the Secretary of Labor that such contractor has established and will carry.out personnel and employment policies in compliance with the provisions of this order. (b) Pursuant to rules and regulations prescribed by the Secretary of Labor. Secretary shall make reasonable efforts. within a reasonable time limitation, to secure compliance with the contract provisions of this Order by methods of con- Terence, conciliation, mediation. and persuasion before proceedings shall be insti. toted under subsection (a)(2) of this Section, or before a contract shall be cancel- led or terminated in whole or in part under subsection(a)(S)of this Section. . Sec. 210. Whenever the Secretary of Labor makes a determination under Section 209, the Secretary shall promptly notify the appropriate agency. The agency shall take the action directed by the Secretary and shall report the results of the action it has taken to the Secretary,of Labor within such time as the Secretary shall specify. If the contracting agency fails to take the action directed within thirty days,the Secretary may take the action directly. SEC. 211. If the Secretary of Labor shall so direct, contracting agencies shall not enter into contracts with any bidder or prospective contractor unless the bidder or prospective contractor has satisfactorily complied with the provisions of this Order or submits a program for compliance acceptable to the Secretary of Labor. - SEC. 212. When a contract has been cancelled or terminated under Section 209(a)(5) or a contractor has been debarred from further Government contracts under Section 209(a)(6) of this Order, because of noncompliance with the eon- tract provisions specified in Section 202 of this Order. the Secretary of Labor shall promptly notify the Comptroller General of the United States. Subpart E—Certificates of Merit SEC. 213. 7be Secretary of Labor may provide for issuance of a U.S. Cov- ernment certificate of merit to employers or labor unions, or other agencies which are or may hereafter be engaged in work under Coverament contracts,if the Secretary is satisfied that the personnel and employment practices of the employer, or that the personnel, training, apprenticeship, membership. griev- ance and representation, upgrading, and other practices and policies of the labor union or other agency conform to the purposes and provisions of this order. m 1979 P-H Inc. EEO Compliance Manual—Soe Cross Rcference Table for latest d"clopments gS,101 __.� - EEOEO-5- - _ - (b) The Secretary of Labor may receive and investigate complaints by em- ployees or prospective employees of a Government contractor or subcontractor which allege discrimination contrary to the contractual provisions specified in Section 202 of this Order. SEC. 207. The Secretary of Labor shall use his best efforts, directly and through interested Federal. State, and local agencies, contractors, and all other available instrumentalities to cause any labor union,engaged in work under Government contracts or any agency referring workers or providing or supervising apprentice- ship or training for or in the course of such work to cooperate in the implementa- tion of the purposes of this order. The Secretary of Labor shall, in appropriate cases, notify the Equal Employment Opportunity Commission, the Department of Justice, or other appropriate Federal agencies whenever it has reason to believe that the practices of any such labor organization or agency violate Titles VI or V11 , of the Civil Rights Act of 1963 or other provision of Federal law. ; SEC. 208. (a)The Secretary of Labor. or any agency, officer. or employee in the executive branch of the Government designated by rule, regulation, or order of the Secretary. may hold such hearings, public'or private. as the . Secretary may deem advisable for compliance, enforcement. or educational purposes.. (b) The Secretary of Labor may hold. or cause to be held. 'hearings in accordance with subsection(a) of this section prior to imposing. ordering. or recommending the imposition of penalties and sanctions under this order. No order for debarment of any contractor from further Government contracts under section 209(x)(6) shall be made without affording the contractor an opportunity for a hearing. Subpart D—Sanctions and Penalties SEC. 209. (a) In accordance with such rules, regulations. or orders as the Secretary of Labor may issue or adopt,the Secretary may: (1) Publish, or cause to be published, the names of contractors or unions which it has concluded have complied or have failed to comply with the provisions of this order or of the rules,regulations,and orders of the Secretary of Labor. (2) Recommend to the Department of justice that.in cases in which there is substantial or material violation or the threat of substantial or material violation of the contractual provisions set forth in section 202 of this order. appropriate proceedings be brought to enforce those provisions, including the enjoining. within the limitations of applicable law. of organizations. Individ- uals,or groups who prevent directly or indirectly,or seek to prevent directly or indirectly.compliance with the provisions of this ordbr. (3) Recommend to the Equal Employment Opportunity Commission or the Department of justice that appropriate proceedings be instituted under Title V11 of the Civil Rights Act of 1964. (4) Recommend to the Department of justice that criminal proceedings be brought for the furnishing of false information to any contracting agency or to EEOEO--4 _ 1-12-79 •Executive Order I I Aqo 63,r us nate on the grounds of race.color, religion, sex, or national origin. and that the signer either will affirmatively cooperate in the implementation of the policy and provisions of this order or that it consents and agrees that recruitment, employ- ment, and the terms and conditions of employment under the proposed contract shall be in accordance with the purposes and provisions of the order. In the event that the union, or the agency, shall refuse to execute such a statement, the com- pliance report shall so certify and set forth what efforts have been made to secure such a statement and such additional factual material as the Secretary of Labor . may requite.• SEC. 204. The Secretary of Labor may. when le deems that special circumstances in the national interest so require, exempt a contracting agency from the requirement of Including any or aU of the provisions of section 202 of this order In any specific contract, subcontract. or purchase order. The Secretary of Labor may, by rule or regulation, also exempt certain classes of contracts,subcontracts,or purchase orders. (1)whenever work is to be or has been performed outside the United States and no recruitment of workers within the limits of the United States is involved: (2) for standard commercial supplies or raw materials: (3)involving less than specified amounts of money or specified numbers of workers: or (4) to the extent that they involve subcontracts below a specified tier.The Secretary of Labor may also provide.by rule,regulation. or order, for the exemption of facilities of a contractor which are in all respects separate and distinct from activities of the contractor related to the perform- ance of the contract: Provided.That such an exemption will not interfere with or impede the effectuation of the purposes of this order: And provided further. That in the absence of such an exemption all facilities shall be covered by the provisions of this order. Subpart C—Powers and Duties of the Secretary of Labor and the Contracting Agencies SEC. 205. Each contracting agency shall be 'primarily responsible for obtaining compliance with the rules, regulations. and orders of the Secretary of Labor with respect to contracts entered into by such agency or its contractors. All contracting agencies shall comply with the rules of the Secretary of Labor in discharging their primary responsibility for securing compliance with the provisions of contracts and otherwise with the terms of this order and of the rules,regulations.and orders of the Secretary of Labor issued pursuant to this order. They are directed to cooperate with the Secretary of Labor and to furnish the Secretary of Labor such information and assistance as he may require in the performance of his functions under this order. The Secretary of Labor shall be responsible for securing compliance by all Government contractors and subcontractors with this Order and any implementing rules or regulations. All contracting agencies shall comply with the terms of this Order and any imple- menting rules, regulations, or orders of the Secretary of Labor. Contracting agen cies shall cooperate with the Secretary of Labor and shall furnish such informa- tion and assistance as the Secretary may require. SEC. 206. (a) The Secretary of Labor may investigate the employment prac- ticei of any Government contractor or subcontractor to determine whether or not the contractural provisions specified in section 202 of this Order have been violated. Such investigation shall be conducted in accordance with the procedures established by the Secretary of Labor. T 1979 P-H Inc. EEO Compliance Manual—See Cross Reference Table for latest development$ SS,IOI EEOEO-3 (s)The contractor will furnish all information and reports required by Executive Order No.11246 of September 24.1963.and by the rules,re julstions,and orders of the Secretary of Labor.or pursuant thereto.and will permit access to his boots. records. ( and accounts by the contracting agency end the Secretary of Labor for purposes of investigation to ascertain compliance with such rules.regulations,and orders. (6) In the *veal of the contractor's noncompliance with the nondiscrimination clauses of this contract or with any of such rules,regulations.or orders.this contract may be cancelled.terminated.or suspended in whole or in part and the contractor may be declared ineligible for further Government contracts in accordance with procedures authorized In Executive Order No. 11246 of September 24. 1963. and ouch other sanctions may be Imposed and remedies Involved as provided in Executive Order No. 1124a of September 24.1965.or by rule.regulation.or order of the Secretary of Labor. er as otherwise provided by laN. (7)The contractor wilt include the provisions of paragraphs (1) through (7) In every subcontract or purchase order unless exempted by rules.regulotiorm or Orders of the Secretary of Labor issued parsaant to section 204 of Executive Order No.11246 of September 24.1963.to that such provisions will be binding upon each subcontractor or vendor.The contractor wilt take such action with respect to any subcontract or purchase order as may be directed by the Secretary of Labor as a mans of enforcing Vich provisions including sanctions for ooncompiiana:Provided.however.That in the event the contractor becomes involved in.or threatened with.litigation with a subcontractor or vendor as a result of such direction.the contractor may request the United States to enter • into such litigation to protect the interests of the United States. SEC. 203. (a)Each contractor having a contract containing the provisions prescribed in section 202 shall rile, and shall cause each of his subcontractors to rile. compliance reports with the contracting agency or the Secretary of Labor as may be directed. Compliance reports shall be filed within such times and shaU contain such information as to the practices, policies, programs.and employment policies, programs, and employment statistics of the contractor and each subcontractor. and shall be in such form, as the Secretary of Labor may prescribe. (b) Bidders or prospective contractors or subcontractors they be required to state whether they have participated in any previous contract subject to the provisions of this order, or any preceding similar executive order. and in that/ event to submit, on behalf of themselves and their proposed subcontractors. compliance reports prior to or as an initial part of their bid or negotiation of a contract. (e) Whenever the contractor or subcontractor has a collective bargaining agreement or other contract or understanding with a labor union or an agency referring workers or providing or supervising apprenticeship or training for such workers, the compliance report shall include such information as to such labor union's or agency's practices and policies affecting compliance as the Secretary of Labor may prescribe: Provided. That to the extent such informa- tion is within the exclusive possession of a labor union or an agency referring workers or providing or supervising apprentiMhip or training and such labor union or agency shall refuse to furnish such information to the contractor. the contractor shall so certify to the Secretary of Labor as part of its compliance report and shall set forth what efforts he has made to obtain such information. (d) "Ile Secretary of Labor may direct that any bidder or prospective con- tractor or subcontractor shall submit, as part of his compliance report, a statement in writing. signed by an authorized officer or agent on behalf of any labor union or agency referring workers to providing or supervising apprenticeship or other training, with which the bidder or prospective contractor deals. wiksupporting information. to the effect that the signer's practices and policies do not discrimi- . y . EEOEO-2 . 985.101 Ext+cutive Order 11246., Equal Employment Opportunity Executive Order.11246, . . As Amended By Executive Orders 11375,12086 Under and by virtue of the authority vested in tae as President of the United States.it is ordered as follows:'' . PART I—NONDISCRIM)NATIONIN GOV13WHiFNTFINPLOYHiWr' 'PART II—NONDISCUMINATION IN EMPLOYMENT BY GOVERNMENT CONTRACTORS AND SUBCONTRACTORS . Subpart A—Duties of the Secretary of Labor SEC.201.The Secretary of Labor shall'be responsible for the adrrlinistration and enforcement of Pans 11 and III of this order.The Secretary shall adopt such rules and regulations and issue such orders as are deemed necessary and appropriate to achieve the purposes of Parts 11 and III of this order. Subpart B—Contractors'Agreamenta SEC.202. Except in contracts exempted in accordance with section 201 of this order. all Government contracting agencies shall include in every Govern- meat contract hereafter entered into the following provisions: Duriq the,erformarce of this contract,the contractor agrees as follows: . (1)The contractor will not discriminate against any amplo}ee or appticant for employment because of race•color,religion,sex•or national origin.The contractsr will take affirmative action to ansury that applicants are employed.and that implorers are treated during employment,•without regard to their ran. color. religion. seer. or national, origin. Such action shall include. but not be limited to the followinj: employment•upgrading,demotion,or transfar;recruitment or reuuiteent advertiiir.j: layoff or termination;rates of pay or other forms of conpensstioa: and selection for training• including apprenticeship. Its contractor ag see to post is cow ic�aus di places,available to employees and applicants for employment. notices to be provided by the contracting officer setting forth the provisions of this noad:scsirsication clause! (2)The contractor will,in all solicitations or advert!"zonts for employees placed by or on behalf of the contractor. state that an QuaLrid applicants will receive consideration for employment without regard to rites. color. r*Wan.sex.or natioW •mss _ :. (3)The contractor will send to each labor union or representative of workers with which he has a collective bargaining agreement or other contract or undantanding.a notice.to be provided by the agency contracting officer. advising the Labor union or workers'representative of the contractor's commitments under section-202 of Exacro- tive Order No. 11246 of September 24. 1965. and ahsII post copies of the notice is conspicuous pr-seas anilable to smpk.yt+etl and applicants for employment. (4)The contractor will comply wtth all provisions of Executive Order No.21246 of September 24.t9e5.i2id cf the ruler.reoJetions.sad relavant orders of the Secretary of Labor. Sres.101 do"Sh It71 d pt.t or yjwsti.e ordw 11241 deed--with La*akmUm to Wsr4 amplormW ws mpo m deed br r.seyu.o ordw I14n L'anit a order 11cm Wbsk to comwoei .tta•t o.er+asat ee9terseaa. Vg0ad" cozadenbtr the otdlptww of W t e•woweal lewd to 4adaMaks sQW enpterseat wraRaalrr Wobts 1te e+ro SnOs susL E&&cuV.e Order t 14M-ae etlsd by redder tb6ard Kwa to Aye•a.lsea. I see. 70L ,4r►ereoe(11 od 111 sad rot 413, subs. (dl ern osesded b7 Eaacwtlwo order 11375 to *soon" on d;eclslnetloa.r&srWA.o Ordw 113r1-"Aped by rrmWew Lradoe i fa►awa an 3q1.K fans- , s�• C 1979 P-H Inc. EEO Compti'mm Manual—Soo Cron Reference Table for latest developments 85,101 EEOEO-1 __, i INSTRUCTIONS FOR COMPLETING THE PREVIOUS PARTICIPATION CERTIFICATE— FORM HUD-2530(Continued) 4 � M Corwin I of Schrdaea A.krr so of row revrgre WOMI.M ad"on. BLOCK B. f.11 M tha OMORIW Wan wthw A Me rawemd relic+Mr tat MA Inn e l or contrtto dr11.1 caoyw so gad•rewera Protect.THE urn or.ncoor a aancwd to new.Bode the Ae•mO of thews wanrw who PROJECT OR CONTRACT IDENTIFICATION OF ALLPMI VIOVS IRO. .r nos of a r'rA W m.,�M.r iECTS MUST It INCLUDED OR YOUR CERTIFICAT4001 CANMOT BE BLOCK 10•PIA•ear logo ta►rrtr of IRS aR4eorr grr"oer of own, MCCE&SID. Alm rw Into'tw.m of rI V a o.tote crean w aawch Sham aunt I' ohchwr•IP aPeayeM. an .ecatod OW few Boutin-tar's—W. IaluD,USOA.FmkA r ire or local hovu.9 bmance agency l ahr w.rtwarA At the erns of raw oaf of •NSTRUCTIONS FOR COMPLETING ICMEOULE A• rater"in Column I of SeAAwuy A.Orem•s.aogr"t tone now the OW to "Aral•ter,rmtda of rooms ben"I"at HNere sophang rho forth lure Aos Pa'row'RUeore EVEN If VOLT "AVE NEVER PARTICIPATED IN hers a dedfdohl teceref to town". A MuO PROJECT BEFORE.YOU MUST COMPLETE FORM MLIb.". M Cotumn 3 of Ieharwlo A.her vow.0".0 all Frwoow wrowles to else of N tea hove I* reran of Proetlon P•OMIS N Irw. free m Tom,Rrw rA ant pCea.ble floor A PMA oA owe rrllrlrctorw ve Black p.G.Ve the veemh Ca'"rnut 1 of S&a*M A.SAO rarer anew IM Iera ber Lowe mrha•"PM ORd Tea your OfArem won b@W atdf0r POON bo=wa Tfw s Poor Mom &IVvre"a ernreeaayn.hall e.Perofte" mew rote.f contumA two Pomboo ram...uwma Vs gown for rhsw ter am rose raorwrbw. FrrOwem Fnr't Mww L.tl Sretln-11 Tw I-Son le W41 Imls tOn Mr to Colurver"O of SthdM A.e+r nets u.OcM all 0woulw4 W4"91"rr•N, owe'ruy low vw now•rani t.R,o1 rw'ous Pro"acn to,aoory on SchWwe orwi"Shia and te,s+evna WnM or "Fore A.row Mould CWOKr 41,ni•Mertes Lost. 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M"ha ban tiled 'Pro. wrlh a eo,Odwort(bolo•'E.Oeperon le,CO.orat.eni'to SAO Meham OI the OOIaO Role.0,11 or"N..►"Also,Iill.n the dale yes A,ir.1ha lot—and Pro IMIArC1•en4 otlald 'Who Mm Syr Ono Fry Form MV62S30'9. MrW •rM•telephone %Oftm-owm raw W to reshad wl.r'B 1M toy. Nch I.Pna•VH.fill.A the m st Of amnt OWTV ley Mme an ah~u,eke.BI. In Addn.on,am%tartan wilts te.,MA term should We.A tha dim that he SCMEDu LE A. ON THE REVERSE SIDE OF THE FORM MUST BE or Me'1ne,an.rut r 0r 0.0,1 a"Maphorw Aw'mow wrtare M or Mcar FILLEO OUT COMPLETELY ACCORDING TO THE INSTRUCTIONS d nACntd Or'.wq Dwr'whewn. {r e,e+reAea..�•onO.r Army wA•e SE LOW UNDER'AO Otnon."CHECK TO BE SURE THAT SCMEOULE Tor can be'anchso,yes tree hda to rwd,t■nv ma.0"cower Pow ew A IS COMPLETE. ACCURATE AND THE CERTIFICATE ON THE w.au'M am p'ac howl hme at tha worm MVO no anl,ourAhrla FRONT OF FORM 7530 IS PROPERLY DATED ANO SIGNED. BE- CAUSE IT WILL SERVE AS A LEGAL RECORD OF YOUR PREVIOUS N yes cannot rn,ty and 6W rho tvM,fm O an r1 w r,Awd boom town EXPERIENCE. ttartonnenis do nos ClerreCHV Cow be yew AwnO, fe roe 2.900"a► eowrePd.On the rata of IM Cwl.lecato"rMason Ornf RMSe.Meter•imam 0.19 Ono coal, Of Me Mwoer LJR w.tn emh MVO AIM r AVVICO Oftrea Orr*' that d'Ma -in raw,remold.lna.ew am crt.fv t0 ma"loan row .heal you 00 0renwa and"oll 0.0 coot to: awm'rtad 10,~^Ono ,Am%does Oeerblt yes Or vow Hare td. MUO.7SJ0 MASTER LISTS Attach a%Woo letter, now r aaloa'rlraw of She .r'nre yet Ara wrest► 1 la'",ous nom Icpal.all 8".0.tt0war"a Out On Me con,fyt.On now•tgOlI the Iwas of VOr. crrei rears. Item Nvesm seal of Mo„u,y and urban OrweeoRmrI A(IS(ol n.ata to toromv con.ct,em—rho,lhepw+ 10 yon. If raw maw 4S1 Swwr•r.SVeOI,S.W been con,,cled 04•fietany+eh.n 10 Voters.Rr.ae at ail of A12141 on me Waah.,reen.D C.20410 cwthun and attal Tow, ttatarort ry""B your,o■plrtaton A frenv Once YOU AMA road a Meer L111,yew do not AOOA to COAMWI SChadwra comroclicA.mfr not zo.'w rail octomoll.OA Is be o•appr O•e0 yryer there A when yes rtr^,1 PwM MUG2SJ0. Insisted, wr,al Me name Of Ma .1 a p.m.w'Krdr Other rrrwenl lhai raw prerrora cOrrOVCI r mefnod _. Oer"c'wall.n C lurA.1 of School A and bou"that Wrteo•"Sae aaerwr of d0.ni bwwnres no bpon, such rho$ rata Owls.patran a the"act L'n On No."Aloe Ina 19-4 daal that Opinion M She Me Lon that yes Wpytd-eta It an uAnccoprero tons Iran yea to ON W'Ine turopeatl w rn-flod Below-w,'ep0,l all chani♦a and add.l.OAs tAel nwd Occurred of M u ou'yy,lantAr or FoywnwoA/at alBayneY. I••.te Ilse Oela Of'V MMIe,Llst. Se ern to,'clydo My MQM VW Qetawlta, as•irtmenu or t.at�Osu'"not I.cted o'n,orty PRtVACm ACT INFORMA'MON AND AVTMORITY. If YOU NAVE WITMORAWN iROM A PROJECT SINCE THE DATE Farm MUD21W re sulnO,e'e by Iaw 442 USC 3SJ5(d1 and 47 UK 1701 THE MASTER LIST WAS FILED, BE SURE TO NAME THE PRO. w "4't and 24 CFR 200 217, Th.%.r"fer^.aoen y tr.ecwd to W.U.Sto JECT GeV( THE PROJECT IDENTIFICATION NUMBER, THE vou,more wrth•@SpWI to onjID"O w lldtda s of perfo'rrs,ce.•eoor•er. MONTH AND YEAR YOUR PARTICIPATION BEGAN ANDIOR b'I'ry eha @pt0'l MUD 'APR hho row meta emw.fv Awmwa ISSN) ENDED. fd salsa's vton of you, wonsil. MUD man,use vow'SSN!w aumP"ted rmael 'i of vw,'acorta n'w to make rtta.arn for InfOrr%tW about vow A1r Inr1 Camo,ata Eeh Adwy A OR IAA,ewrr aorta OI Fdm MUD•2530. and you,p1wout'7COnr Poath 0tmw pubic armcrw and wryer =fr oomfk Alt tArtworm,ly Ateww'q p,orot" A which yew hays prnrOuliv pa11p• O'ectoewre a net nonasl t ytt0 r a non a 0u'io+rNnd•l horartti f••Wtr ayer.e.r MUST be pry'but rw ti"m t»apoay.eta r wenteoealrer" Iced. Inlon*a�o.d,Klow the MUD-,a abort`w Aar On r as oMr Fraero.Stow_le`e ! local eIOMcM for calKaty ran vw'toyer'Pre Kape'en nsard for OWN- nee.ranww.for law uolAlp"a and td of"or Ishuhul*,"OML Apr l at?'pops# aUD•29J0 INSTRUCTIONS(1411 IPPC-2 INSTRUCTIONS FOR COMPLETING THE PREVIOUS PARTICIPATION CERTIFICATE.FORM NUD-2= (Effective January 1. 1981 for HUD Assisted Multifamily Housing Projects.) f � Posiuew w edbclt 20 eanaw or meet of 00 stem We a feelem o w�. swo"Y w oasttoe w,2a CFR 0 main 7. = /lSow Vo p f HUD. afabpn o•�Ittlw lrtsaPtd M fsod Rlr w Swree*ref al MUD. Ferro MUD•2920 rim IN dortaweua two et9 ,by oil pert."No v.+9 to ewC wn of a swmwvowmw reiaw. forswore rtr'00 prmepie to HUO mtfmfwm.ly hmrng Preface,The PROPOSED SUCSTITUTION OR OITION OF A MINCIPAL, PvOow N due term Y to oretido HUO wet"a W"fud'sown r 40 Prf OR PRINCIPAL PARTICIPATION IN A DIPPERENT WA. news pKeoprtlom is 04Ur1 mmrhfamry Nwnq Prager"or Ilse.e.ertie6 CITY FROM TWAT PREVIOUSLY APPROVED POO THE wwa.ng 4p1.fJlpn for wdw toftei aarKWaton in erotfrr MUD MP frP — SAME.PROJECT.O ACOUISITIDM 9r AN EKifTINO lwf7ED FAPJT. feat The form firm aw to r etampMtad br lease were 116we no FaeevwatY NER OF AOJITIONAL INTEREST IN A PROJECT RESULT. P pttrk*owd M HUO halt pit Iorees. INO IN A TOTAL INTEREST OF 25 PERCENT OR MDwE-OR Iwo.tiling the form wife the NUO AM or service attics where Your PROPOSED ACQUISITION IV A STOCKHOLDER OF ADOI• ororti epr.cst."red,be arocavwd,thew.nttrutt.owt wd the rgttletwo TT)ONA ST Of P10 PERCENT OR MOq EESULTINO IN A TOTAL Ott alloy a Pr form Vlowid W•sad daretwlly,A copy of those mwi& tiro publidnm M 24 CFA 200.210 a 200.245 can M ftowfw from Iry Prsteea wwM U.S.D.A..Ferman Nowt Admrua-Iw;en,or wree nova ftdldamry Me""Rop mnvtne w will HUD Armor Sole feHam. or Lod p.amrm.m hotwq brwres egenaal tot sowwala rosiest =— .5 that SIR•ort I of Mr Matfing Act N 1927.For PW TM mforwwen requested ill the tom is nitre At order ter NUD a IPa7 of tell type.from MV06MO tftowld be filed ride go AW demrnfrr it vow mro the wondrA exabl.Med to striae that all Orwwalaw Pe•p•aN eoelim ess dwwtfv a*ow opmane*. Prtit.pmu in HUD wows will hNow :hr.f INa,l.'"Ned o and ca/Rrec• . per obltawiefo wd an acceptable rakA from the WON"-.line 6W400t" PIEVI EN OF ADVERSE DETERMINATION of n ffrrrr,Ir.for v pawrmntwisl fllefvY• , if aPploeol of Ter Oarwetpwian w,a NUO rarest r dw4ed.tsid+statd M TO ewln M the dMermthatien.MUD rt mans#has vow weifV year record 1 eomaaonelly ges""O on ft ban of pow record of alrllaR pon cw t.on. _ d on..bta partctpwror`.m HUD Drawn by eol^Wa"Md vqm q:hd Yet well aw eetlflod by ft field oMtCil.Yw ntwr NatAor reoon%W m w term. tot"vow Protest odicww+or pwtafaoc.on can be am, d. by the HUD Prtrw.Car wn'"ov.Aator hat.vey.set rift remittent a eaarfng MVO eaorowal of yowl Fortification r a netoeorv,p uctat .tarn far Yaw before•ttew.ng Office. 9-~ rg.rwl sett all nods its ssw"wt~ porectpolimt In the Weis"and in"Is apacjty that Vw,popom. 70 devs from Yaw newW N the nOmm of do riesow-r► If vw do rot file ten•comficate.de not furndn the rifem.ation requested It yew m-ow-M mComwf mlcn by ON Revew Committee area Mid mew atsuntaW.or Oe mot mw wtoliNd nardWt,vow-will not be epprerwd ti0erettort rm an in M 6dwrw dertwwunwton,vat""taws Npdt a end you—6 mot bw eble to garbs**M rho proPCt a Yet had Manned. hewing Wore a Hearing Office.To Merfng OMkr wri won•Nlport as Aitw+ft,-WV, poor I mrv,be withhold for wo to 120 drys if MUD file the Rswew Cdnwm.ctse.You ewes be nwified M on N.tel rslMq by W retld epee.nlbeftesien a neee v to make M mastless dtasorl. met. more the mororal of vwr cortlficAt.on doe rot obligates NUD to foorava INSTRUCTIONS FOP COMPLETING FORM MU06nXi vow,proNn nopitatem,W if dove.at seedy all elms HUD pgnm fr aw,mmnO relative to raw cuid0iatfona, Cam" E.t.a ypo or riff fit t tin.m►mrtan fiOwt]wt . Ma#term. NE SURE TO MA11K ANSWERS IN ALL/LOCKS DO THE WHO MUST SIGN AND PILE FOPM HUD2530- FORM. IF THE FOAM IS NOT FILLED OUT COMPLETELY.IT WILL DELAY APPROVAL OF YOUR APPLICATION. Perm NUO.7WO meet as sgrteo and tiled by all pnncyswt and their ofhl- utes mop prOpma partctpaltng.n ter HUC protect.►rrcpars may al ter. It vow •wd more mmm.etadt*am+owl to ter form..so win.a type rye.end frl M rho same form or I"mar Mss to Ire troaete fo ms ff "Confirmed on ARKh•^Me"mrrnttr opoortar om Form NUO 2". trot a more tomem.Mr Lima Comer+mwid file when tnev,decide re pun Also,e•P hem addrttna PPP stew a at m it if it.fowl to Tw as VOW r pnrnctpals ire have strew.Illed. record. Mincqlat tic•tds MI.rdwr duall,joint ventures.Dbmftf V..pe,c*M*M Omd. :••em aw eaRllicate ONLY oftw raw hew raw,$Carefully.File to"'Fai testis, f%or.Wof,j orW.cst,snl or My street ptG.c at prtgw entity tot -.0.IM MUD Arse of 5"wCe Wf.pe twat her Wrldtctton Over the P414111 .will ynctpie in the Dr 91?Ud pro!Kl w a 100ntr.OWW.pf.mM Cem• N the tame time the 14-1161 pretK+to orfvr mplicat.o.forms are feed t► tractor. %trn►er do, o0r. of awns In addtt•on,r.mnpd/in' fare VOW barlc.pahen bq.m.yw.oed to swamis only she cap'et Poem rew011 Deckarn and come:hen. 7ro-med w or Isms providing 1,41,110-2170 to MUD-aed•Itertd ao•w an not-emu v r ad—it 1r.Km .A esriMetlon .,'.n the Itnlfte.ma or cordtfutlion of 6 IrotK 1. air mien -mi.N any stated HUO fgWfrrwwtl. Arcn.iKe wd It you here mete prersCis to lief aid rep.KI to as eeblving Inewee v for dlarneyl err here My.mtwfw.n the project other tier•an arms Isnefh De-im.pw.M in HUD"scft.vow showid conwde,i.liry a MMIr List Sao for anagement fr profas.orwl wrvde we haw Considered pr.rt lows by Mete List .gtrwCt.om"Isar under`Ifetruallont for ComPlems Sell► MUD. dual A" Ise the ter of onnen40.alf or wal as."Awt no Is@ of the"por"N". Any ownboms vow here fewldrq the form of how to to"Wlwf Is an M aP tnter"I end Itrr.tlJ perefwn hetf•ng a 25 0eewtt ar•+o•a�Alst m in the ar..we0 A Pew NUO Are*or Sawa oMq MtlttfW%OV Hums"if Rider► it*' f•h0 any cof+r•dereO p"mostl. In the cwt of:testa a ornrfto ew. tontwlw .pon"'One Of poiwft _ MDres,Dnftc.Oeit the arw.dwn. Yore pitiruc t, racrvnrv, trew.fref aid all I l e■ecwtfes aff•an war Yee slack Inswunlero: brectiv-etoo.tstDle to the Dorf of diretton,a env aot..rant potrrnlfy body.s.tall as all dt.ect9n end Nee stockholder hrwy A 10 Portent Of /LOCK 1 .Fin to the name of the ewnoY 10 whch yow ere eooft•ng,fr ire.niwmt in the pOfo"Von. leaf MUO Area a$ena,offal.Ferman HOr AEm 1el-W.en Oa• trial Offaa.of rho Not of a tun of tort'Nowe•M I-Nina i pitfir .Mfowr Affilletde are CW,mad w MY Orion Of bws man cores-the direetiv ar in- the.fill M tee wine of the c•h wthe due offaa t6 leaed. diiesn•y Genitals the Piety of a principal of nab m1 Comer rid do se.A hold-9 a pare.,corpomt.on-eta is an funple of an srfd-sta A ens of re W:,e.dfaf.ae-w a artk.pal. ILOCK I Fill in Ire name of the pra}ao,I.M e*°Gfwf—ow Alt."If the mfw+ two not yet Deon trlse"Id.into"Mama wn►f.owt.." EXCEPTION POR CORPORATIONS• All PRINCIPALS AND APPIL• Below rho,fill.r the NUO com'sCl or Yorsn tdwm.fttaft•on rernber, IATES MUST PECISONAr LY SIGN THE CERTIFICATE EXCEPT IN the Forman Nome bm.441retton "s•Ct rttmtbff,w lhe seta err leaf THE FOLLOWING SITUATION.WHEN A CCPPORATION OK►UILIC Msewns f,mAta Wa f-v propaet a tonbaet gfmtbor Ihc•tm ALL Pahl AGENCY IS A MINCIPAL All Of ITS OFFICERS. DIRECTORS, or oonlraa+ dwnt.lwi.en nwmti n m6t an reerent to M proope. COMM.SSIONFRS. TRUSTEES ANO STOCKHOLDERS WITH 10 PER- Lwow that.fill in IM items of the c.tv in wtcch the Proton q tested. CENT OR MORE OF THE COMMON IVOTINGI STOCK NE ED NOT SIGN and the 21►Carts of the file loptmn. PEPSONALLY IF THEY ALL wavE THE SAME RECORD TO REPORT. THE Of FICED WHO IS AUTMOP.ZEO TO SIGN FOR THE CORPORA, FLOOCX 3•Pdl.4 the dollar rrtwnl•satested.m the fro0osed ntrtoaw. TION OR AGENCY WILL LIST THE NAMES AND TITLE OF THOSE ar time a^..a a istnt of renal sal-stance rpwwted. WMO ELECT NOT TO SIGN HOWEVER ANY PERSON WHO HAS A RECORD Of PARTICIPATION IN MUD PmOiECTS THAT.S SEPARATE /LOCK 6 Fpm in the N mew of aprnww I wises prelocsed.kids el^a0 FROM THAT Of HIS OR HER ORGANIZATION MUST REPORT THAT vnirs. r Mwi'w ototace M nunnng mane*.hill in aw"near of bade ACTIVITY ON THIS FORM AND SIGN HIS OR HER NAME. Prepped•awah N100 balk' EXEMPTIONS •The %wt" of tha f011Owwry erne do pl nerd to be QJ,OCK S It known.till in the sial4r,of lore Howling Act..Gw watch Intl on Form HUD-MO Public Housing Atwnctes.Hnwtu.Dtefere Of the 6pp1VUM a bled.If wrtknewn.write..Um►ntlwm... lest the /..fa Condoin'.htm of c000eretiye units and al ethsn.mwww ectawod by inheritance r ewn Draw. C,j, / O am tZI mror.oU 1. to instate ATION r4/ PRO cation .f+atfw M EXISTING protest, a HEHAIILITATION. w a PRO WHERE AND WHEN FORM HUD."MUST of VILEO• POSEO hew welpect. This form nun be ftld with the HUO Area or Serif"off"items rwr BLOCK 7• AlOhabn"Iv fist rin Iwo name,Lost nets Itret,of Fit pre• protect dWcAt.on will Oe prpcwad w the Mew urhe yw hle yaw OfOfect Ciaot rcwd.rq comorsoofal ant aff.lutw ere test wvad�Ofrt.n.t.omt e6tp tat On. of all tmoe whe we coretEfive pr-nr.oak area wff.t.atst N pin aban.n rite stten dtied"Whe Mua Sign and File Fomn NLJDPl70." The form mwo be filed w104 IKteltcaltons far pralaen.r.Anse wewilwr fill In the fall set at regw•red.n the sjhuttefts luwd balaw' BLOCK / 9sarle toe 4urle W aKn p.. 8"it, Writ Idled will.lerfarm.Tree farlow.ng.t a Ill OI Its oawtbe raw 461 Pwatecm v be flwtced.ern mariwpm Inrfews wntle the N61ena che r.f1[Klwl .tar.Irrflrm SOeneef.Ow•w,►rrwa CO•ractar.T✓first ' Howe.ng Act I it Al. Or•.woow. f•'1PrteP n9 Agent.Psksow. Cpr.swltan t. Gvww Parties.L. - "logn to W f,mancwd eetordt.ta to SKt.art 202 of the tftlW.ng Act nor Pennon 1•newda Pweentagel.Eewatntw Offarer.D.fettr.Trawo,r i of 1959 IEidewtt and Handcapoedl. Maly Sot►holoor. PwWS Nou..Aq proMCts to be financed aeord.•q 10 the United Sway the Harr of aim wit Ina reme N ems prom or Ism 5wse*NowwA Act of 1937. K aNrt wept.wfee as`AMtf.we Of Sm.dn COraerl"-W Qa-- fit _. Ape t NfR4w wUO2L20•ikSTRuCTiOMS 11411 IPPC-1 ►r+Aw•eM �,4�A 201 YI SCHEDULE A•LIST OF PREVIOUS PROJECTS AND SECTION B CONTRACTS /y>wy name below is the completa lost of my ptevlous proltets and my par bnpation history as a principal to Multifamily Housing progami of HUMSOA FrnHA.State and Local Housiry Kos—&"A9w%d". MOFE had and follow the atrochsJ rnstnxt;"aft**(carefully, A6Grovrale when possible.Maka full disclosure. Add*Area shorn if you naMmore apacY. DDu6�4 c1 Wt for eccvKK 0 real twee noprorviiawp/OiaWtl wrrttr ftmrnjffw "No erroul_Ira 11Cqu1;,�n first f.perwnce. J.L.N►..nc pr's h•I.c i(N1iow J lrr►+evia+s hoitcU(Gn re.10 Nwnarr,v►ojttt NrrN, 4,Detroit 0000x.,M."~Raatel, 1 lrr eec%►•.naoet't Wmt Rd.and Inu•nn GM tepnlD der of leearoq Gwo,—anl Asouy M.oh+rd ud - {p.tryr t>Me^ AraVn *.Frrxrw„•aa. IL RESERVED FOR MUD MOCEfiWG nMrn AbNeArr.ca+Oro.r,lit Mrrt�rN/ rd Year►v1u Nwwa+r of lair.in the nolecsJ eed endd. N None.wrNa ro ro n i N PART 11•INTERNAL VOCE 1 1`i l 1. R....e Dy dv t.i0 otlK..Abet.ee Or me rr acawecy rd oonpwiorw an0 rand 2. TO:Dowment of Housing and Urban Mvolopr .Multifamily T{rticipVfkn Review CbmWminw,waehkiflim Mr- ...er A review of the records and protect Was of this office relatl-t to tAv above Ihtad prtlaa and pro)*Oo tswltla: OAra I t*Ta Lt eNONE MUMea A ❑A. No rs,..•+a mf;rr.yrwn�f o.m MUDJSIO epy owJ M ramwr..,r.M4; ON, h bl,--*,lot My nwe^nfwdww M Own 4 e tsf d. _-_.___...-_._._.._._ OUIaCTOA Or ttUWrNO � . &Uta rsvfaOP,tAOCt WNO COW NOL AND Aatoll It UNIT . _ __ ►ROCEUtt+o n Atrt►aRUEO _. *ATa NAeaa OVA *Jaaalw+Awrvnwt.ncarca seer-Arai P"s,2dlpoem MlJDJ5"AAO^FW44A1/NJF 1 UA DEPARTNIENT Of MOUSING ANO VR/Ah OtVtLOPAt[M, MOVLIMO•PEOt RAL MOUa-hG COe+MT3310N98 ANO U.S OfPA11 TMENT OF AGRICULTURE w ' t - FARMa Rf MO#A9 ADMINISTRATION PREVIOUS PARTICIPATION CERTIFICATION PART 1•CERTIFICATE(To be eontplfrmo by PrawfpAlr ofMIJltI/f/nily Pro*tal 1. TO. (Now and Ory of MVO Are.OffsVO a LISCA-101—0810"M Onrca 1 MOA CT NA"L,I.D..OR►ROJACT NlaMms R ANO CI T. A I •nwe flow AAWAP owe N F•"r.) CiiNTAIN[D IN TML APPLICATION F . crt A L80 F 81"1040 f CONTRACT NVeem/R Ij 2. LOAM OR CONTRACT ANOVNT o. NVrsaR or VNIR OR maps L MCTloss Of ACT IM Owers ll 4 TT►s of PRojs CT laymck ow i jt = 016000 0 Its ISO htftrw LIST Of ALL PRO►Om[0 PRINCIPAL PARTICIPANT/ 7. Amovio aw:rt of wa F.41 Newfr(rrr aw-wr feet/w4 Addne of L Roy it t.1sparred t 10.1etW/aprinty M / 911 69104%PrMKONa e•lc Iffllwtel 4000010.fIW,NMT ens Ofm$Adl*D fc/Pre"101 r two, Imenef to �3 FaVnIM 1Kiela A v"PqpcI dew,vo d'eeeae. Pr Meriwl ow—woo 1 C[RTIF(CATION 1 fwr.an,nq fft Mot Otoe,rrAo Jy.s w wel/es Ma con wa ww. ~ws a oe+w pe,twr held ePe...+a c=00 hwTA WVv to MVO Or USDA FmHA,r me ar*wy bit fo,spowevel to petcone n a prw.twof M 1ha rofa end prorKt I~ab n bowl Won Ty 1W•wwry Plr.lws ooftcr ► (Iee.e nOt dotawfted an M oblipr,pn eewrso by a wavy as M• pae,o,.rseord wed thn Gan.fruN. /e,rrralra Oond am have nor Men the a b,aet el a 01Aen efrew an W Wwyr f4Nlry fond. / I c Mift, OW off the unw� rrf Igede by Mrs wM we I .ew"o1e"and 99"M t0 fM lbw of Ty Ynew.dy. end bo-owl end an++w M good fuel,ul• 2. AJI the Fromm of IRe ponrel.Lnown b no to M rixiMlI w 1M ee..O'ry err do0 Iaw .'. .n lef oWle A end E.h,p,e aq wd fT mw Ord woomm4l 1n wwcn r Orepoo to PwtKKera,an large Down etOCfrd to thn 1tv m- t wn not o MUO/FmMA arnp+oyr w a moor toe,of.MUO/Fn1MA A. I.R/+ar aenlfy tf"t' vw toe.ee'I 000-6.4 heMMhtwo r 0.1ww0,n MVO I Sta,rdwd of 1. lchapwle A ccn' "'s a lim, a/V=ailed 0,."feed wbow of Cone.cis 24 CF R O 775 2051e I12l/USDA a Slwtdwe of COIWWI MUD. USOA F,ot MA end Suu era Lmsi Gwtrvnem hwNry .n 7 CfP►wt 0 S..b w!8 ftl.a,rce s"M wa in which 1 here been a wn now a OnncOM. 2. For rota pwiOC b.qn,ry IC yarn Pwr N rrr dove of this ewtifr• 1. 1 fifty Irdl a V-*%IW oeneipnt,.n ao,nw W Mre►e!"on th" olio+•.We..crrw N 1�0N by Ifre on fps cor f"Ie one an wncn eenatryciwn nr Itdoom fw a ow.od in nee of 20 e• he•'Om w 0' e p,-'ect 11rt.0"rots hr awe boon M defwn. efye a w%c•.hw bell r,b.ta T.O Iy contow!w Its non Tnwr,90 401.12 10 ch.�.y.arrrnranl O'fontKleac,,re,has wortq•IP A .yey, acre 000r'otwln lo,Frio., Mei owt, hirer can own.f000l pot lie(by IM+non pq.•bw, wen• he.o kn besot Nes wrtn MUD a OMMA IL 1 flew n0! s. �.noc del a.Its w prow incel IeRN,My ConlewI-0'w p%'Do Or"ro-kay ce-rwi OI SON A"FIftw1w /. To n1y a,re.rewfr.I ha.e rot Deer'tovnd by MUD or FMMA to be in y-wth a wog r• ."gooks erolKrerly wKS Moth MI appi4swe CNN nghe IaRe. t. TO rhe ben O,�.•y .•t�..Iadge Man n no wrreec+.ed lindlry. n rw.aC r e ree,.�. 01 MUC a.,diu,nrv.gv'.aott rw 10.10 o,olfrw 1. 1 ALE TO GENfRa1 IAR/MfRS ON ARGf[CT OM'NERJ (j-*" hoo 1 M.ss,I at woo CGK.r'w ,11e b fly Pofern. Ail rrr prnwt wno an pnnclowv a were n.p•OporO r w'ncoel!he.T �. Tywe M nOt yell • auga ontr M Nn%ch Il0w p Yy,rl410 ov!/lac abase we ft v�•cgws far ww,,10.r of,Merelt an ao,•aewed or bw any wI ael ia'�rC•tantTYf M when 1 Mw rue a f•m•I a t.w",tW..fasn art++ta,tepw Ic wy u� tar a'wP 9w'n. w n, owfed. IL i Mn ml yew eon..coe of a falo„y a•rd wn not prnwnUy.M n.� 0_7400. tot.wtwct M a CpPp.,.11 w'w<r"0n cftwy.rq C I aah fof a M.r�e'COnret a a RaeeOenf CJ•erV,t.reD,r1 e1M fte.w- a i«ony.(/ h,Onr h Oefw..A a.^y e/M.w h.n. *0+wr+ I Ist"•6xd14pre,e by law frwn conneneva_Ih rota Getm mote++" p"xw.'4nf/o•• ra•+n"c mg 0w r•w.OW ebe.aver 1-d-d. ' of;ft Lr,rre.d Swum of A~WA. any offanw cba,f-d so a TrsAw+ls.r",r,r0.•row/er of a STa/e .wd q;n.I+eOrr Dr,wrD,rdn,•ranr of f.e yr••,1 0,own/. 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Am&A COOL f T16L►MONL NO. 41e"nw ke•r w Mr w.wT aR.r w.nllw 1— tn.tlen ell uw h.e. •,don we a ysow ' F.I..I.r rw ?"do t1 U.S casks a-- 1 f0 REPORT OF INSP'CTOR GENERAL•INTERNAL PROCESSINIG ONLY THE INDICES OJ THE INSPECTOR GENERALS OFFICE HAVE 911h CHECKED FOR TWE hAAIES OF THE PRINCIPALS Lt[T1D Ih PART I A91OV1 A`40 ❑♦ WE MAVt MO r%I ORMATIOw OR 06 wi MA V[INf ORYATiON ANO A RtrORT IL ATTACM/O O.AT2 TITLE f10NATVR! R.pu+c,•Fern FMA•2SJ0,terfch is Ol.olate RIP t of2p*r MUD'A)oeVSOA FmKA 19"437 41411 PPC-1 From: Northampton Housing Authority 43 Old South Street Iorthampton, MA 01060 NOTICE OF AWARD OF CONSTRUCTION SUBCONTRACTS IN EXCESS OF $10,000. , FORWARD NOTICE TO ADDRESSEES INDICATED BELOW WITHIN 10 DAYS OF EXECU- TION OF ALL NON EXEMPT SUBCONTRACTS Project No. Project Name: Project Location: City: Country: State: Name of Prime Contractor: Subcontractor: Name: Address: Federal Employer Tax No. (Used on Form 941.) Sub Contract Amount: $ Estimated Starting Date: Estimated Completion Date: Send this Notice to: Deputy Contract Compliance Office Assistant Regional Administrator Director-Regional Office of Fair Hsg. E.0 Office of Federal Contract Compliance U.S. Department of HUD U.S. Department of Labor JFK Federal Building, Room 510 JFK Federal Building, Room 1612C Boston, MA 02203 Boston, MA 02203 NAS - 1 'rom: Northampton Housing Authority 49 Old South Street Northampton, MA 01060 . t_ NOTICE OF AWARD PRIME CONTRACT (CONSTRUCTION) 'roj ect Number: 'ro j ect Name: )roject Location: City: Country: State: ?rime Contractor: Name: Address: Tele No. Federal Employer Tax No. (Used on Form 941) Contract Amount:-$ Estimated Starting Date: Estimated Completion Date: Send this Notice to: Deputy Contract Compliance Officer Assistant Regional Administrator Director-Regional Office of Fair Hsg. & E-0 Office of Federal Contract Complianc: U.S. Department of HUD U.S. Department of Labor JFK Federal Building, Room 510 JFK Federal Building, Room 1612C Boston, MA 02203 Boston, MA 02203 NAPC - 1 Attest: , i (Corporate Principal) (Business Address) BY (Affix Corporation Seal) TIt1e Attest: Corporate Surety) (Business Address) Ry (Affix Corporation Seal) Print or type the names underneath all signatures. The rate of premium on this bond is $ per thousand. The total amount of premium charged is $ (The above is to be filled in by the surety company, and the power of attorney of person suing for the -surety company must be attached.) Cr—rCIFICATE AS TO CORPORATE PRINCIPAL I, , certif:t that I am the Secretary of the corporation named as Principal in the within bond; that , who signed the said bond on behalf of the Principal was then Of said corporation; that I know his signature, and his signature thereto is genuine; and that said bond was clnly signed, sealed, and attested to for and in behalf of said corporation by x-,thority of its governing body. (print :or type the names underneath all signatures) (Corporate Seal) LMB-2 r , LABOR A�*D Y-kM--7-RSALS BOND KNOW ALL MEN BY THESE PIRMI'TTS, that ad principal, and as surety, ars held and firmly bound unto the Housing Authority In the sum of lawful money of the United States of America, to be paid to the Housing Authority for which•payments, well and truly to be made, we bind ourselves, our respective heirs, executors, administrators, successors and assigns, jointly and severally, fi=ly by these presents: W.ErAS, the said principal has made a Contract with the Housing Authority bearing date of , for construction at the Federally assisted-Project NOW the condition of this obligation is such that if the principal shall pay for all labor performed or furnished and for all materials used or employed in said contract and in any and all duly authorized modifications, alterations, extensions of time, changes or additions to said contract that may hereafter be made, notice to the surety of such modifications, alterations, extensions of time, changes or additions being hereby waived, the foregoing to include any other purposes or items set out in, and to subject to, the provisions of Massachusetts General Laws (Ter. Ed.), Chapter 1199, Section 29 and Chapter 309 Section 39A as amended, then this obligation shall become null and void; otherwise it shall remain in Rill force and virtue. IN WIT=NESS WH=FF, the above—bounded parties have executed this instrument under their several seals this day of , The name and corporate seal of each corporate body being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its governing body. In presence of • (Seal) .,.(Individual Principal) Address (Business Address) _ (Seal) (Individual. Principal) 4ddress (Business Address) -LMB-l PERrORYANCE BOND Page 2 (Individual Principal) (Business Address), (CORPORATE PRINCIPAL SIGN HERE) Attest: (Corporate Principal (business Address) (Affix Corporate Seal) By Title Title (SURETY SIGN HERE) Attest: l (Corporate Surety) i (Business Address) (Affix Corporate Seal) By Title Title The rate of premium on this bond is per thousand Total amount of premium charged, $ (The above must be filled in by corporate surety. ) (CERTIFICATE AS TO CORPORATE PRINCIPAL) I, certify that I am the of the corporation named as principal in the within bond; that , who signed the said bond behalf of the principal was then of said corporation; that I know his signature and his signature thereof is genuine; and that said bond was duly signed, sealed, and attested for and in behalf of said corporation by authority of its governing body. (Affix Date Corporate Seal) PB-2 Secretary PERFORMANCE BOND E KNOW ALL KEN BY THESE PRESENTS, That we s Surety, are held and firmly bound unto the Holyoke Housing Authority, their ertain attorney, successors, or assigns (hereinafter called the Obligee) in he penal sum of Dollars $ lawful m-ney,of the United States for the payment of hick sum well and truly to be. made we bind ourselves, our heirs, administra- ors, executors, successors and' assigns, jointly and severally firmly by these resents: Whereas, said Principal has entered into a certain contract with said Ob- igee, dated , 19 (hereinafter called the Contract) for *see footnote) hich contract and the specifications for said work shall be deemed a part hereof s fully as if set out herein. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Prin- ipal shall faithfully perform the contract and his part at the time and in the anner therein provided, and satisfy all claims and demands incurred in or for he same, or growing out of the sane, or for injury or damage to persons or roperty in the performance thereof, and shall fully indemnify and save harmless he said obligee from any and all outlay and expense which it may incur by rea- on of any such defauly, then this obligation shall be null and void, otherwise i t shall remain in full force and virtue. The said Surety, for value received, hereby stipulates and agrees that no hange, extension of time, alteration or addition to the terms of the contract r to the work to be performed thereunder, or the specification accompanying he same shall in any wise effect its obligations on this bond and it does ereby waive notice of any such change, extension of time, alteration of addi- ion to the terms of the contract or to the work or to the specifications. IN WITNESS WHEREOF, the above bounden parties have executed this instrument nder their several seals this day of ,19 , the name and orporate seal of each corporate party hereto affixed and these presents duly igned by its undersigned representative, pursuant to authority of its governing ody. n the presence of: (SEAL) (Individual Principal) (Business Address) Insert type of work, for which contract is executed. PB-1 CORPORATE CERTIFICATIONS I, ,certify that I am the of the corporation named as Contractor herein; that who signed this contract on behalf of the Contractor, was then of said corporation; that said Contract was duly signed :for and in behalf of said corporation by authority of its governing body, and is within the scope of its corporate powers. Corporate Seal I HEREBY CERTIFY that, to the best of my knowledge and belief, based upon observation and inquiry, , who signed this contract for the had authority to execute the same, and is the individual who sins similar contracts on behalf of this corporation with the public generally. (Print or type the names underneath all signatures.) CC-1 S. This agreement is contingent upon the execution of a General Contract between the Contractor and the Awarding Authority for the complete Work. IN WITNESS WHEREOF, the parties hereto have executed this Agreement the day and year first 'above written. SEAL: ATTEST: Name of u contractor By SEAL: ATTEST: (Name of ontractor By AOW FS-3 (a) The Subcontractor agrees to be bound to the Contractor by the terms of the Contract Documents (including all conditions stated therein and Addenda No. and ) , and to assume to the Contractor all the obligations and responsibilities that the Contractor by . those documents assumes to the Northampton Housing Authority, hereinafter called the Awarding Authority, the Owner, and/or the Local Housing Authority (LHA) , except to the extent that provisions contained therein are by their terms or by law applicable only to the Contractor. (b) The Contractor agrees to be bound to the Subcontractor by terms of the hereinbefore described documents and to assume to the Subcontractor all the obligations and responsibilities that the Awarding Authority by the terms of the hereinbefore described documents assumes to the Contractor, except to the extent that provi- sions contained therein are by their terms or by law applicable only to the Awarding Authority. 2. The Contractor agrees to begin, prosecute and complete the entire work specified by the Awarding Authority in an orderly manner so that the Subcontractor will be able to begin, prosecute and complete the work described in the subcontract; and, in consideration thereof, upon notice from the Contractor, either oral or in writing , the Subcontractor agrees to begin, prosecute and complete the work described in this Subcontract in an orderly manner and with due consideration to the date or time specified by the Awarding Authority for the completion of the entire work. 3. The Subcontractor agrees to furnish to the Contractor within a reasonable time after the execution of this Subcontract, evidence of workmen's compensation insurance as required by law and evidence of public liability and property damage insurance of the type and in limits required to be furnished to the Awarding Authority by the Contractor. The Subcon- tractor shall also timely furnish 100% Performance and Material and Labor Bonds to the Contractor who shall bear their premium costs if he requires such bonds. 4. The Contractor agrees that no claim for services rendered or materials. furnished by the Contractor to the Subcontractor shall be valid unless written notice thereof is given by the Contractor to the Subcontractor during the first ten (10) days of the calendar month following that in which the claims originated. FS-2 MMMENOMMW FORM OF SUBCONTRACT THIS AGREEMENT made this day of by and between a corporation organized and existing under the Laws of a partnership consis- ting of an individual doing business as hereinafter called the Contractor and a corporation organized and existing under the laws of a partnership consisting of an individual doing business as hereinafter called the Subcontractor. WITNESSETH that the Contractor and the Subcontractor for the considerations hereafter named, agree as follows : 1. The Subcontractor agrees to furnish all labor , materials , equipment and services required for the completion of all Work in Specification Section No. entitled , on the Drawings referred to therein, and in Addenda No. and , for the Modernization of orence Heights A 26-1) , Northampton, Massachusetts , as prepared by R. D. Fanning Architects , Inc. , 36 Bromfield Street, Boston, Massachusetts , acting as- and referred to in the Contract Documents as the Architect, for the Contract Price of dollars ($ and the Contractor agrees to pay the Subcontract-66-r-'sa-TJ price for said Work. This price includes the following alternates (and other items set forth in the sub-Bid) : Alternate No(s) . and FS-1 IN WITNESS WHEREOF, the parties hereto have caused this instrument to be executed on the day and year first above written. CONTRACTOR AWARDING AUTHORITY Northampton Housing Authority (Name of ontractor 49 Old South Street Northampton, MA 01060 (Address) By: By: Name an Seal) Name and Seal) (Title) Title Attest : Attest: Witness Witness Approved for the Department of Housing and Urban Development: By: Title Date: If a corporation, attach to each signed contract a notarized copy of the vote of the Corporation authorizing the signatory to sign this contract. FGC-3 ITEM 2. The selected and agreed upon Subcontractors are as. Follows: C SUB-TRADE SECTION SUBCONTRACTOR AMOUNT 2A $ 4A $ 5A $ 7A $ 8A $ 9A $ 9B $ 9C $ 15A $ 16A $ TOTAL OF ITEM 2 . . . . . . . . . . . $ Article 4 , PAYMENTS: The Owner agrees to pay the Contractor for the per ormance o the Work as provided in the General Conditions as supplemented. Article S, THE CONTRACT DOCUMENTS: The following , together with this Contract, form the Contract Documents and all are as fully a part of the Contract as if attached to this Agreement or reheated herein: The Project Manual complete, including the Advertisement, all Bidding Documents , Contract Forms and Requirements , Conditions of the Contract, and Specifications ; the Drawings as enumerated in the List of Contract Drawings ; and all Modifications issued after execution of this Contract. Article 6, ALTERNATES: The following Alternates have been accepted and their costs are included in the Contract Sum stated in Article 3 of this Agreement : Alternates No(s) : and Article 7 , VALIDATION: This Contract will not be valid until approve y t e Department of Housing and Urban Development. FGC-2 FORM OF GENERAL CONTRACT THIS AGREEMENT made this day of 19 , by and between the Northampton Housing Authority, .�hereinafter referred to as the Awarding Authority, the Owner, and/or the Local Housing Authority (LHA) , and hereinafter called the Contractor, WITNESSETH, that the Owner and the Contractor, for the considera- tion hereinafter named, agree as follows : Article 1 , SCOPE OF WORK: The Contractor shall furnish all labor, materials, equipment and services required for the com- pletion of all Work required by the Contract Documents for the Modernization of Florence Heights (MA 26-1) in Northampton, Massachusetts , as prepared by R. D. Fanning Architects , Inc. , 36 Bromfield Street, Boston, Massachusetts , acting as and re- ferred to in the Contract Documents as the Architect. Article 2, TIME OF COMPLETION: The Contractor shall commence work under this Contract on the date specified in the written "Notice to Proceed" from the Owner and shall bring the Work to Substantial Completion within 360 calendar days of said date. As time is of the essence of this Contract, liquidated damages will be applicable for delays in the performance of the Work in accordance with the Special Conditions of the Contract, in the amount of $200. 00 per day. Article 3, THE CONTRACT PRICE: The Owner shall pay the Contrac- tor for the performance o t e Work, subject to additions and ded- uctions by Change Order as Provided in the Conditions of the Contract , in current funds , the Contract PRICE of Dollars ($ The Contract PRICE is subdivided as follows : ITEM 1. The Work of the Contractor, being all Work other than that covered by ITEM 2, . . . . . $ FGC-1 G. `That is your total work force presently employed? H. What is your anticipated work force for this project? Now many persons will be minority group members or females? T. Additional Comments: (Add attachments if necessary) Date Firm i Authorized Signature Address NOTE: • All contractors are required to include an Affirmative Action Plan with their bids, otherwise the awarding authority will reject any bid not containing such. This requirement is mandatory, and shall not be waived. FAAP-2 FORM OF AFFIRMATIVE ACTION PROGRAM ' Subcontractors to fill in Specification Section: • A. Company Policy statement which sets forth the Chief Executive Officer's attitude on equal employment opportunity: S. Cor.Vany's Equal Employment Officer: Name • osition or Title business Address C. Current extent of minority group and female employment in company for all its projects. List in proper columns. Group Job Classification or Title No. of Individuals D. What increase in over-ail employment for all this contractor's projects is anticipated during this project? E. Describe company's advertising, recruiting efforts and systematic contacts with minority group organizations, etc. and evidence that, minority group men.bers are being sought from all recruitment sources. F. Based upon, the above items, what numerical target for hiring minority group persons and females can be met and on what timetable? FAAP-1 FORM OF NON-CONCLUSIVE AFFIDAVIT State of se, County of deposes and says: , being first duly sworn, That he is a partner or officer of the firm of, etc. the party making the foregoing proposal or bid, that such proposal or bid is genuine and not collusive or sham; that said bidder has not colluded, con spired, connived or agreed, directly or indirectly, with any bidder or person, to put a sham bid or to refrain from bidding, and has not in any mannAT, directly or indirectly, sought by agreement or collusion, or communication or conferences, with any person, to fix the bid price of affiant or of any bidder, or to fix any overhead or cost element of said bid price, or of that of any other bidder, or to secure any advantage against the Housing Authority or any person interested in the proposed contract; and that all statements in said proposal or bid are true. Signature of: Bidder, if the bidder is an individual Partner, if the bidder is a partnership Officer, if the bidder is a coporation Suscribed and sworn to before me this day if Notary Public •ley commission expires FNCA-1 y�,, r i . • 0432�: . ' Individual. Principal • Business Address Attest: Corporate Principal Business Address . B Affix Corporate Seal Title Attest: Corporate-Surety Business Address BY Affix Corporate Seal Print or type the names underneath all signatures. Power-of-attorney for person signing for surety company must be attached to bond.) CERTIFICATE AS TO CORPORATE =CIPAL certify that I am the Secretary of the corporation named as Principal in the within bond; that , who signed the said on behalf of the Principal was then of said corporation; that I know his signature, and his signature thereto is ge=,i-n ; and that said bond was duly signed, sealed, and attested to for and in behald of said corporation by authority of its governing body. Corporate Seal (grin# or type the names underneath all signatures) FBB - 2 FORM OF BID BOND SNOW AIW .'= BY TEE PRESENTS, that we the undersigned, ,as PRIMIPAL, and , as SURD 9 are held and firmly bound unto the Housing Authority, here- inafter called the "Authority", in the penal sum of Dollars, lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. THE CO.IDITION OF THIS OBLIGATION IS SUCH, that whereas the Principal has submitted the accompanying bid, -dated , for NOW, TIM=RE, if the. Principal shall not withdraw said bid within the period specified therein after the opening of the same, or, if no period be specified, within sixty (60) days after said opening, and shall within the period specified therefor enter into a written contract with the Authority in accordance with the bid as accepted, and give bond with good and sufficient surety or sureties, as may be required, for the faithful performance and proper fulfillment of such contract; or in the event of the withdrawal of said bid within the period specified, or the failure to enter into such contract and give such bond within the time specified, if the Principal shall pay the Authority the difference between the amount specified in said bid and the amount for which the Authority may procure the required work or supplies or both, if the latter amount be in excess of the former, then the above obligation shall be void and of no effect, otherwise to remain in full force and virtue. r IN WIT=NESS WEMOF, the above bounden parties have executed this instrum- ent under their several seals this day of , , the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned, representative, pursuant to authority of its governing body. In presence of: (seal) Indivi chial Principal) address (Business Address) FBB - 1 TART VI: AnHORIZATION 16.0 Dated at this day of 19 Name of Organization: BY: Title: a 17.0 Notary Statement: Kr./Mrs. being duly sworn deposes and says that he/she is the _ of Contractor(s) , and that answers to the foregoing questions and all statements therein contained are true and correct. Subscribed and sworn before me this day of 19 Notary Public: Hy Commission Expires: _ 19 CQS-9 14.2 Dates of Financial Statements: 14.3 Fame, Address, and telephone number of firm(s) that prepared Financial Statements: 15.0 List all legal or administrative proceedings currently pending or concluded adversely vithin the last five years which relate to procure-. went or performance of any public or private construction contracts. CQS-8 of your organization ever been an officer or partner of another organization that failed, to complete a contract? If so. -indicate the circumstances leading to the project failure: . PART O: FINANCIAL DATA 12.0 Bonding References: List the following information concerning your firm's bonding. 12.1 Largest bond received in the last five years. 12.2 Fame of Surety company that issued the bond. 12.3 Name address and phone number of bonding agent which handled above listed bond. 12.4 Largest non bonded project completed to date, if greater than largest bond t-ceived. 12.5 Na=e. cf bonding agent that you intend to do business with for project under consideration. Address and telephone number. 1246 Names of all other bonding companies used by your ,firm in the past ten years. 12.7 Has a bond ever been invoked against your currcnt organization. 13.0 Bark References: List the names, addresses and phone numbers of all banks with whom your firm does business. Include all account numbers. 14.0 Financial References: List or attach the following data concerning your firm's financial status certified by a CPA: 14.1 The last two year-ending Statements of Financial Conditions, including Balance Sheets and Income Statements: CQS-7 11.7 pro ect title, location, contract amount, time frame, owner and designer OOPk on all construction projects your organization has completed in the past five years: 11.8 Iftmes and telephone numbers of both the owner's and the designer's representatives with whom you did business on each of the projects listed above: i CQS-6 I1.S Project title, location. contract &count, e:r:cnt complete, scheduled eampletion date,,owner and designer on all construction projects your organisation has in process on this date: . 11.6 Neves and Tely a numbers- of both the owner's and the designer's representatives with whom you do business on each of the projects listed above. i CQS-5 PART IVs ORGANIZATIONAL CAPACITY/EXPERIEN= . 11.0 List or attach the following information Concerning your organization'• ' construction qualifications: 11.1 All states in which your firm 3's legally qualified to do business: 11.2 All sub-trades which your firs customarily performs with own employees. 11.3 Trade References: Names, addresses and telephone numbers of several firms with whoa your organization has regular business dealingss 11.4 Approximate percentage'of your organizational involvement on most projects: _i with own work forces CQS-4 7.0 If a partnership, list or attach the following 7.1 State in which organized: 7.2 Date of Organisation: 7.3 Type of partnership: 7.4 Names of all principal partners: 7.5 If a Limited Partnership, attach'& copy of Articles of formation as filed with the Secretary of the Commonwealth 8.0 If a Business Trust, list or attach the following: 8.1 State in which organized: 8.2 Date of organization: 8.3 Names of all principal officers: 8.4' A copy of Declaration of Business as filed with the Secretary.of the Commonwealth. 9.0 If a Sole Proprietorship, list or attach the following: 9.1 Date business initiated: 9.2 Name of Omer: PART III: HISTORICAL DATA / PERSONNEL 10.0 List or attach the following information concerning your organization's personnel: 10.1 Resumes of all the principal individuals in your firm. as listed previously in PART II. Information should include: educational background, construction experience, and the names of all other construction oriented firms or support organizations in which the individual may have a financial or decision-making interest. 10.2 Resumes of all supervisory personnel, such as Principals. Project Hanagers, and Superintendants, who will be directly involved with project on which you are now a bidder. Indicate the number of years of construction experience and number of years of which you were in a Supervisory capacity. Also list the projects in which previously involved in the last five years indicating types of costruction. complexity (refer to User Groups in the State Building Code) and size (S), and educational background. CQS-3 e COTE: All questions must be addressed by the Contractor in order for this qualification form to be properly completed. Failure of the contractor to anrwar any question. or comply vith.any directive contained in this form may be used by the awarding authority as grounds to disqualify their bid. If a question or directive does not- pertain,to your organitation in any vay. please indicate that fact with the symbol p/A. For additional space attach 8 1/2" Z ll sheets. : . PART*I: HISTORICAL DATA / ORCANIZATION 1.0 Indicate exactly the name by which your organization is known: 2.0 Nov many years has your organization been in business under its present business name? 3.0 Now many years has your organization been in business as a General Contractor? 4.0 If your organization has not always beet a General Contractor, list the trade(s) that your firm customarily performed prior to the time that you became a General Contractor: 5.0 Indicate all other names by which your organization has been known and the length of time known by each name: ' PART 11: ORCANIZATIONAL STRUCTURE . 6.0 If a Corporation, list or attach the following: 6.1 State of incorporation: 6.2 Date of incorporation: 6.3 Type of corporation: 6.4 President's name: 6.5 Vice President's name(s). 6.6 Secretary's or Clerk's name: 6.7 Treasurer's name: 6.8 A copy of Articles of Organization as filed with the Secretary of' the Commonwealth: 6.9 A copy of latest Annual Report of Condition as filed with the Secretary of the Commonwealth. CQS-2 111:57 V > CAL �4 T I (�sser rr.s (1/7"' � .�•u wry lv� sw1 .7.:rwerc DIVISION OF CAPITAL PLUMIlIG AND OPERATIONS �RtRRRRRl��ttRRRRRRRRttttRRtftttRl tRRtfRRtRl R1tl RR!!tltRRRlRttlf#tltRAttfffRff!!f CONTRACTOR QUALIFICATION STATEMENT Contractors are required to file with the NOL-ycKF_ Housing Authority within the time period stipulated in the Invitation to Bid, a Contractor Qualification Statement, unless the contractor has filed a Qualification Statement with the Authority within the past twelve months. Updates to the Qualification Statement are to be made with applications to Bid. SUBMITTED TO: . SUBMITTED BY: PHONE: ADDRESS: MAIN OFFICE: ill ill i#iil�f.#*#!.#i#RR!####d###i#t.i#ttl##f#�##ti#i#1t1.##!.#t♦.#iR##it##!#i###�i#######is Awarding Authority: Statement Number: • Date Received by AbRA: PUBLICATION: ""12460-9-1000-7-81 • APPROVED BY: JO-1-2; J. XV%NTON, STATE PURCrASING AGES' COS-1 FORM OF GENERAL CONTRACTOR' S UPDATE STATEMENT Requested updated information is referenced to sections of the Contractor Qualification Statement (CQS). Updated information is to be in the same format as requested in the CQS. If additional space is needed attach 8 1/2" x 11 sheets. 1. Refer to Item 11.7 and 11.8. List projects completed since most recent CQS. .2. Refer to Item 11.5 and 11.6 List all projects currently under contract. 3. List Project currently under negotiations. 4. Refer to Item 11.9 Projects which firms have to complete. S. Refer to Item 10.2. List names and attach resumes of supervisory personnel which will be assigned to the project. 6. Refer to PART II and PART V. Indicate any significant changes in firms business organization and financial conditions. 7. Refer to Item 15.0. A description by docket number, court, name of parties, subject in which the applicant is a party. S. Updated to Items 12.0 • 12.7 Bonding references I swear under the pains and penalties of perjury that the answers and statements above, as well as those attached, are true. Signature of Applicant FGCUS-1 ' GENERAL CONTRACTOR' S QUALIFICATION AND UPDATE STATEMENT REQUIREMENTS All General Bidders must accompany their Bids with a valid DCPO Certificate of Elligibility and a current Update Statement. An Update Statement, which must be properly acted upon, follows. A blank copy of a Contractor Qualification Statement, which need not be filled out, is provided to aid the Bidder in responding to the requirements of the Update Statement. GQUSR-1 FORM OF SUBCONTRACTOR' S CERTIFICATION At the time of the bid opening any subcontractor, regardless of tier, must execute and submit to the Prime Contractor the following Certi- fication which will be deemed a part of the resulting subcontract. SUBCONTRACTOR'S-CERTIFICATION certified that it: Subcontractor 1. intends to use the following listed construction trades in the work under the subcontract and 2. will comply with the minority manpower ratio and specific affirmative action steps contained herein; and 3. will obtain from each of the subcontractors and submit to the Awarding Authority prior to the award of any sub- contract under this subcontract, the subcontractor certifi- cation required by these bid conditions. "The bidder hereby certifies he shall comply with the minority manpower ratio and specific action steps contained in the appendix EEO attached hereto, including compliance with the minority contractor compliance specified in Section V of said appendix. The contractor receiving the award of the contract shall be required to obtain from each of its subcontractors and submit to the contracting or administering agency prior to the performance of any work under said contract a certi- fication by said subcontractor regardless of tier, that it will comply with the minority manpower ratio and specific affirmative action steps contained in the appendix EEO". (Signature of authorized representative of subcontractor In order to ensure that the said subcontractor's certification becomes a part of all subcontracts under the prime contract, no subcontract shall be executed until an authorized representative of the City agency (or agencies) administering this project has determined, in writing, that the said certification has been incorporated in such subcontract, re- gardless of tier. Any subcontract executed without such written approval shall be void. FSC -1 If you are a foreign (out of state) corporation, are you registered with the Secretary of the Commonwealth in accordance-with-the -provisions of Chapter 161. of General Laws, Section 3, S,• If your are-selected Yes or No by the General Contractor and awarded the Subcontract for this work you are required under Mass. G.L. C30x39L to obtain from the Secretary of State, Foreign Corporation Section - Room 136, State House, a certificate stating that your corporation is registered; and furnish &aid certificate to the Awarding Authority. If a Partnership: (Name all partners) Business Address . Name of Partner Residence Name of Partner Residence If and Individual; or an Individual doing business under a Firm name: Name BusinessAddress Residence i Doing Business as Sub- -idders attention is directed to Mass. G.L. Chapter 149 , Section 44F as amended which provided in part as follows: Each sub-bidder shall list in paragraph G of the "Form for Sub-Bid" the name and bid price of each person, firm or corporation performing each class of work or part thereof for which the Section of the specifications for that :Sub-Trade requires such listing; provided that, in the absence of a contrary provision of the specifications, any Sub-Bidder may, without listing any bid price, list his own name in said paragraph G, for any such class of work or part thereof and perform that work with persons on his own payroll, if such Sub-Bidder, after Sub$ id openings, shows to the satisfaction of the Awarding Authority, that he does customarily perform such class of work or the part thereof with persons on his own payroll and is qualified so to do. Section 44F of Mass. G.L. Chapter 149 further provides that every Sub-aid which is not accompanied by a Bid D eposit prescribed in the specifications or which otherwise does not conform with Sections F ort3zour A to 44F in- clusive, of said Chapter 149, or which is on a form not completely filled in, or which is incomplete, conditional or obscure or which contains any additions not called for shall be rejected. Nor oral, written or telegraphic amendments to this bid will be accepted. A bidder wishing to amend this bid after trans- mittal to the Awarding Authority may do so only by amending this Bid Document itself prior to the' Opening of Bids. FSB-5 GENERAL AMOUNT OF BUILDING ARCHITECT CONTRACTOR CONTRACT (c) 4. Bank Reference L. The undersigned hereby certifies that he is able to furnish labor that can work in hamony with all other elements of labor employed or to be employed on the work. In submitting this bid it 'is understood that the right is reserv- ed by the Northampton Housing Authority to reject any or all bids and it is agreed that this bid may not be withdrawn for a period of Thirty (30) days, Saturdays, Sundays and Legal Holidays ex- cluded, after the approval of the awards is given by the Depart- ment of Housing and Urban Development (HUD) , without the consent of the Northampton Housing Authority. Security in the sum of dollars $ In the form of , is submitted herewith in accordance with the Contract Documents. Attached hereto is an affidavit in proof that the undersigned has not entered into any collusion with any person in respect to this Bid or any other bid or the submitting of bids for the Contractor for which this Bid is submitted. Date Name of Sub-Bidder Telephone No. By Title Business Address City and State Zip The following information is furnished under the penalties of perjury. If a Corporation: Incorporated in what state President Treasurer Secretary FSB-4 NAME CLASS OF WORK BID PRICE (Do not give bid price for any class or part thereof furnished by undersigned. ) H. The undersigned agrees that the above list of bids to the under- signed represents bona fide bids based on the hereinbefore des- cribed drawings, specifications and addenda and that, if the undersigned is awarded the contract, they will be used for the work indicated at the amounts stated, if satisfactory to the Awarding Authority. I. The undersigned further agrees to be bound to the General Contractor by the terms of the hereinbefore described drawings, specifications (including all General Conditions stated therein) and addenda, and to assume toward him all the obligations and t responsibilities that he, by those documents, assumes toward the Awarding Authority. J. The undersigned acknowleges that he is aware of all Predetermin- ed Unit Prices in so far as they affect his work and agrees to their equitability for the duration of construction. K. The undersigned offers the following information as evidence of his qualifications to perform the work as bid upon according to all the requirements of the plans and specifications; 1. Have been in business under present business name years. 2. Ever failed to complete any work awarded? (If "YES" explain on a separate sheet) 3. List one or more recent buildings with names of general contractor and architect on which you served as a Sub- Contractor for work of similar character as required for the above-named project. GENERAL AMOUNT OF BUILDING ARCHITECT CONTRACTOR CONTRACT (a) (b) FSB-3 For Alt No 10, Add $ Subt $ Sub-Bidders whose proposed Contract Price is not affected by an Alternate shall indicate NC (No Change) in the Add and Subt blanks for such Alternate. E. This Sub-Bid / / Z May only be used by any General Bidder except May only be used by the following General Bidders (To exclude General Bidders, insert "X" in one box only and fill in the blank fllowing that box. Do not answer E if no General Bidders are excluded) . F. The undersigned agrees that, if he is selected as a Sub-Bidder, he will, within five days, Saturdays, Sundays and legal holi- days excluded, after presentation of a Subcontract by the Gen- eral Bidder, a Subcontract in accordance with the terms of this Sub-Bid, and contingent upon the execution of the General Con- tract, and, if requested so to do in the General Bid by such General Bidder, who shall pay the premiums therefor, furnish a Performance and a Labor and Materials Payment bond of a surety company qualified to do business under the laws of the Common- wealth and satisfactory to the Awarding Authority, in the full sum of the Subcontract Price. G. The names of all persons, firms and corporations furnishing to the undersigned labor or labor and materials for the class or classes or part thereof of. work for which the provisions of the Section of the Specifications for this Sub-Trade require a listing in this paragraph, (including the undersigned if cus- tomarily furnished by persons on his own payroll and in the absence of a contrary provision in the Specifications) , the name of each such class of work or part thereof and the Bid Price for each such class of work or part thereof are: FSB-2 FORM OF SUB-BID TO ALL GENERAL BIDDERS EXCEPT THOSE EXCLUDED To: Northampton Housing Authority 49 Old South Street Northampton, MA 01060 A. The undersigned, having examined the local conditions affect- ing the cost and administration of the work, the Contract Docu- ments comprised of the Project Manual (containing Bidding Re- quirements, and Technical Specifications) , and the Contract Drawings, and all Addenda prepared by: R. D. Fanning Architects, Inc. 36 Bromfield Street Boston, MA 02108 Hereby proposes to furnish all labor, materials, equipment, and services required to complete all work required by the follow- ing Section of the Technical Specifications and all Sections and Drawings refered to therein: Section No. (for the Sub-Trade) entitled for the Modernization of Florence Heights (MA 26-1) in Northampton, Massachusetts, all in accordance therewith, for the Contract Price proposed below, subject to additions and deductions according to the terms of the Contract Documents. B. This Bid includes addenda numbered (Be sure to fill in including C. The proposed Contract Price is: "none" if appropriate) Dollars (Total Bid in Words) (Total Bid in Figures) D. The undersigned proposes to Add or Subtract (Subt) the following amounts from the Contract Price for work in the Sub-Trade Section (Sect) bid as described in the Numbered (No) Alternate (Alt) as below: For Alt No 4 , Add $ Subt $ For Alt No 8 , Add $ Subt $ FSB-1 FORM OF GENERAL CONTRACTOR'S CERTIFICATION A contractor shall not be eligible for award of a contract unless at the time of the bid opening such contractor has submitted the follow- ing certification, which is deemed a part of the resulting contract: CO'4?RACTOR'S CERTIFICATION certifies that it: (Contractor) 1. intends to use the following listed construction trades in the work under the contract .and; 2. will comply with the minority manpower ratio and specific affirmative action steps contained herein; and 3. will obtain from each of its subcontractors and submit to the Awarding Authority prior to the award of any sub- contract under this contract, the subcontractor certifi- 4 cation required by these bid conditions. "The bidder hereby certifies that he shall comply with the minority manpower ratio and specific action steps contained in the appendix EEO attached hereto, including compliance with the minority contractor compliance specified in Section V of said appendix. The contractor receiving the award of the con- tract shall be required to obtain from each of its subcontractors and submit to the contracting or administering agency prior to the performance of any work under said contract a certification by said subcontractor, regardless of tier, that it will comply with the minority manpower ratio and specific affirmative action steps contained in the appendix EEO". (Signature of authorized -representative of Contractor) In order to ensure that the said subcontractor's certification becomes a part of all subcontracts under the prime contract, no subcontract shall be executed' until an authorized representative of the City agency (or agencies) administering this project has determined, in writing, that the said certification has been incorporated in such subcontract regard- less of tier. Any subcontract executed without such written approval shall be void. A,,,4 FGCC-1 of construction. Note: The penalty for making false statements is prescribed in 18 U.S.C. 1001. Date (Name of General Bidder) Official address: By: Title FGB-4 The undersigned agrees that if he is selected as General Contract- or, he will promptly confer with the Authority on the question of Sub-Bidders; and that the Authority may substitute for any Sub-Bid listed above a Sub-Bid duly filed with the Authority by another Sub-Bidder for the Sub-Trade against whose standing and ability the undersigned makes no objection; and that the under- signed will use all such finally selected Sub-Bidders at the amounts named in their respective Sub-Bids and be in every way as responsible for them and their work as if they had been originally named in this General Bid, the total Contract Price being adjusted to conform thereto. F. The undersigned agrees that, if he is selected General Contract- or, he will within five days, Saturdays, Sundays and legal holi- days excluded, after presentation thereof by the Authority, exe- cute a contract in accordance with the Terms of this General Bid and furnish a Performance Bond and a Labor and Materials Bond, each of a surety company qualified to do business under the laws of the Commonwealth and satisfactory to the Authority and each in the sum of at least one hundred percent of the Contract Price, the premiums for which are to be paid by the General Contractor and are included in the Contract Price. G. Security in the sum of Dollars ($ ) , in the form of is submitted herewith in accordance with Contract Documents. { H. Attached hereto is an Affidavit in proof that the undersigned has not entered into any collusion with any person in respect to this Proposal or any other proposal or the submitting of proposals for the Contract for which this Proposal is submitted. I. The undersigned hereby certifies that this bid does not include the excise imposed by Chapter 14, Acts of 1966, upon the pur- chase or rental of materials, supplies, services and the equip- ment to be used in the work to furnish all albor, materials, equipment and services required to complete the work. J. The undersigned hereby certifies that he is able to furnish labor that can work in harmony with all other elements of labor employed or to be employed on the work. K. The undersigned represents that he ( ) has, ( ) has not,. participated in a previous contract or subcontract subject to equal opportunity clause prescribed by U.S. Executive Orders 10925, 11114, or 11246 or the Secretary of Labor; that he ( ) has, ( ) . has not, filed all required compliance reports; and that representations indicating submission of required compliance reports, signed by proposed subcontractors, will be obtained prior to subcontract awards. (The above representation need not be submitted in connection with contracts or subcontracts which are exempt from the clause. ) L. The undersigned acknowleges that he is aware of the Liquidated Damages provisions of the Contract Documents relating to delays in timely completion of the work. (See Special Conditions. ) M. - The undersigned acknowleges that he is aware of all Predetermin- ed Unit Prices and agrees to their equitability for the duration FGB-3 win III I Boy tts required S�acification indicated by Section Name of Sub-Bidder Amount "Yes" or "no" 9A $ • 9B $ 9C $ 15A $ 15B $ 16A $ Total of Item 2 $ Failure to fill any or all spaces in the Bond Required column will be construed as an entry of the word "NO" . E. The undersigned proposes to Add or Subtract (Subt) the following amounts from the Contract Price for the work described in the Numbered (No) Alternate (Alt) as below: For Alt No 1, Add $ Subt $ _ For Alt No 2, Add $ Subt $ For Alt No 3, Add , $ Subt $ For Alt No 4, Add $ Subt $ For Alt No 5, Add $ Subt $ For Alt No 6, Add $ Subt $ For Alt No 7, Add $ Subt $ For Alt No 8, Add $ Subt $ For Alt No 9 , Add $ Subt $ For Alt No 10, Add $ , Subt $ For Alt No 11, Add $ Subt $ Bidders whose proposed Contract Sum is not affected by an Al- ternate shall indicate N C (No Change) in the Add and Subt blanks for such Alternate. The undersigned agrees that each of the above-named Sub-Bidders will be used for the work indicated at the amount stated, un- less a substitution is made. The undersigned further agrees to pay the premiums for the Performance Bond and Labor and Materials Bond furnished by Sub-Bidders as requested herein and that of the cost of all such premiums is included in the amount set forth in Item 1 of this Bid. FGB-2 FORM OF GENERAL BID To: Northampton Housing Authority 49 Old South Street Northampton, MA 01060 A. The undersigned, having examined the local conditions affect- ing the cost and administration of the work, the Contract Documents comprised of the Project Manual (containing bidding Requirements, Forms, Conditions, General Requirements, and Technical Specifications) , and the Contract Drawings, and all Addenda prepared by: R. D. Fanning Architects, Inc. 36 Bromfield Street Boston, MA 02108 Hereby proposes to furnish all labor, materials, equipment, and services required for the Modernization of Florence Heights (MA 26-1) in Northampton, Massachusetts, all in accordance therewith, for the Contract Price proposed below, subject to additions and deductions according to the terms of the Contract Documents. B. This Bid includes addenda numbered (Be sure to fill in including C. The proposed Contract Price is : "none" if appropriate) Dollars (Total Bid in Words) (Total Bid in Figures) .D. The Subdivision of the proposed Contract Price is as follows : ITEM 1. The work of the General Contractor, being all work other than covered by Item 2: ITEM 2. Sub-Bids as follow: Bonds required Specification indicated by Section Name of Sub-bidder Amount "Yes" or "no" 2A $ 5A $ 7A $ 8A $ FGB-1 If bid is mailed, it shall be enclosed in an outer envelope with The Bidder' s Name and Return Business Address marked legibly there- on along with the SUB-BID or GENERAL BID notation indicated above and addressed to: Northampton Housing Authority 49 Old South Street Northampton, MA. 01060 SDRB-2 SUMMARY OF DOCUMENTS REQUIRED WITH BID t Each Bidder and Sub-Bidder shall submit the following with his bid. Other documents also may be required to be submitted at the same time and each Bidder shall review all Sections of the Project Manual for which he is responsible to identify such documents . All Bids and other required submissions shall be on Forms provided in the Project Manual. List for Sub-Bidders Pape Form of Sub-Bid FSB-1 thru Form of Bid Bond and Corporate Certificate FBB-1 and 2 (Not required if other Bid Security provided) Form of Non-Collusive Affidavit FNCA-1. Form of Sub-Contaractor's Certification FSCC-1 Form of Affirmative Action Program FAAP-1 and 2 List for General Bidders Form of General Bid FGB-1 thru Form of Bid Bond and Corporate Certificate FBB-1 and 2 (Not required if other Bid Security provided) Form of Update Statement to Contractor' s UDS-1 and 2 Qualification Statement Form of Non-Collusive Affidavit FWCA-1 Form of General Contractor' s Certification FGCC-1 Form of Affirmative Action Program FAAP-1 and 2 Each bid shall be sealed in an envelope with the following legibly marked on one side of the envelope: Bidder' s Name and Business Address (AND) SUB-BID FOR:SECTION (Number and Title of Specification Section) Modernization of Florence Heights SUBMITTED TO: Northampton Housing Authority 49 Old South Street Northampton, MA. 01060 (OR) GENERAL BID FOR: Modernization of Florence Heights SUBMITTED TO: Northampton Housing Authority A9 Old South Street Northampton, MA. 01060 SDRB-1 Special Conditions. The Contract Time will commence on the date indicated in the Notice to Proceed issued by the Northampton Housing Authority. For Liquidated Damages, see Special Conditions. 10. The General Bidder and all Sub-Bidders shall take this project as one complete unit and all bids shall be for the total project or the total Filed Sub-Bid for each trade. Partial General or Sub-Bids will be rejected by the Northampton Housing Authority. SIB-2 Ow SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 1. All bids are subject to the provisions of Massachusetts General Law, Chapter 30, Section 39M and Chapter 149, Section 44A through H, as amended including by Chapter 484. All bids shall be in accordance with the Advertisement for Bids, the Instructions for Bidders, and these Supplementary Instructions. Direct all inquiries concerning any apparent discrepancy or conflict among the aforementioned on a timely basis to the Architect in writing. 2. Fill in all blanks on the bid forms by typewriter or manually, in ink. No interlineations, alterations or erasures shall be • included in any submmitted bid form. Where required, dollar amounts shall be expressed in both words and figures. In case of discrepancy between the two, the written amount shall govern. 3. All General Bids and Sub-Bids shall be accompanied by an Affirm- ative Action Plan and Certification Forms in accordance with the guidelines established in the Specifications. This require- ment is mandatory, shall not be waived and the Northampton Housing Authority shall reject any bid not accompanied by such. 4. The General Bidder selected as General Contractor shall provide a Performance Bond and Labor and Material Payment Bond for 100 percent (100%) of the contract price with a surety company satisfactory to the Authority. Sub-Bidders, if requested to do so in the General Bid, shall furnish a Performance Bond for 100 percent (100%) of their contract price with a surety company satisfactory to the General Contractor. Premiums for these bonds shall be paid by the General Contractor. 5. Bidders should be aware that the successful bidder will be issued a Massachusetts Tax Exemption Certificate by the Authority for the work to be performed under this Contract. 6. The names of the successful Sub-Contract Bidders, along with their bid amounts, will be transmitted to all General Contract Bidders. The names of any excluded General Biddders (See Form for Sub-bid) will also be included. The subject names and amounts shall be included in the General Bids in the spaces provided for same. 7. It is understood that each bidder, upon submission of his bid, has thoroughly examined the Drawings, all parts of the Project Manual and the site, and understands .and comprehends all of the aforementioned with regard to the work to be performed and his obligation thereunder. 8. No bid of the three (3) lowest bidders shall be withdrawn with- in 45 calendar days, after the opening of Bids without the con- "* sent of the Northampton Housing Authority and HUD. 9. The Contract is comprised of Two (2) Phases as indicated in SIB-1 in a position to perform the contrad,or who has habitually b. A Certification of Nonsegregated Facilities must be and without (cast cause neglected the payment of bills or submitted prior to the award of a federally assisted Otherwise disregarded his obligations to subcontractors, conrMetion contract exceeding $10,000 which is not materialmen,or employees, exempt from the provisions of the Equal Opportunity d. The ability of a bidder to obtain a performance bond clause. Such a certification is printed on the bid form and is shall not be regarded as the sole teat of such bidder's deemed executed by submission of the bid. competency or responsibility. e. The contractor must also provide for the forwarding of the following notice to prospective subcontractors for 10. PERFORMANCE AND PAYMENT BOND, supplies and construction contracts where the subcontracts EXECVTiok OF CONTRACT exceed $10,000 and are not exempt from the provisions of a. Subsequent to the award and within ten days after the the Equal Opportunity clause: prescribed forms are presented for signature,the successful bidder shall execute and deliver to the LHA a contract in the form furnished in such number of counterparts as the NOTICE TO PROSPECTIVE SUBCONTRACTORS OF • Local Authority may require. REQUIREMENT FOR CERTIFICATIONS OF b. Having satisfied all conditions of award as set forth NONSEGREGATED FACILITIES elsewhere in these documents, the successful bidder shalt, within the period specified above, furnish bond(s) in a (1) A Certification of Nonsegregated Facilities must be penal sum of at least the full amount of the contract as submitted prior to the award of a subcontract exceeding awarded, in the form included in the specifications, which 310,000 which is not exempt from the provisions of the secures the faithful performance of the contract, and for Equal opportunity clause. the payment of all persons, firms or corporations to whom (2) Contractors receiving subcontract awards exceeding the Contractor may become legally indebted for labor, $10.000 which are not exempt from the provisions of materials, tools, equipment, or services, of any nature, the Equal Opportunity clause will be required to provide employed or used by him in performing the work. Such for the forwarding of this notice to prospective subcon- bond(s) shall bear the same date as or a date subsequent to, tractors for supplies and construction contracts where the date of the contract. the subcontracts exceed $10,000 and are not exempt c. On each such bond the rate of premium shalt be stated, from the provisions of the Equal Opportunity clause. together with the tots; amount of the premium charged. d. Certifications submitted by subcontractors shall be ' The current power of attorney for the person who signs for retained in the files of the prime contractor or subcon- any surety company shall be attached to such bond, tractor receiving the certification.Where a prime contractor d. The failure of the successful bidder to execute such or subcontractor does business with a concern on a contract and to supply the required bonds within ten days continuing basis, a single certification may be submitted after the prescribed forms are presented for signature, or periodically,rather than with each transaction. within such extended period as the LHA may grant based 12 PRECONSTRUCTION CONFERENCE upon reasons determined adequate by the LHA, shall constitute a default, and the LHA may either award the Either before or soon after the actual award of the Contract contract to the next responsible bidder or readvertise for (but in any event prior to the start of construction), the bids. and may charge against the bidder the difference Contractor or his representative small attend a Preconstruc- between the amount of the bid and the amount for which a tion Conference with representatives of the LHA, the Contract for the work is subsequently executed, irrespective Architect and HUD. The Conference will serve to acquaint of whether the amount thus due exceeds the amount of the the participants with the general plan of contract admin- bid guaranty, istration and requirements under which the construction operation is to proceed, and will inform the contractor, in 11. EOUAL EMPLOYMENT OPPORTVNITY detail, of the obligations imposed on him and his subcon- a. Attention is called to the Equal Employment Opportun- tractors by the Executive Orders concerning Equal Employ ity provisions of the Contract (paragraph 33 of the General ment Opportunity: Labor provisions will also be covered. Conditions) and the requirements for affirmative action by The date, time, and place of the Conference will be the Contractor thereunder, furnished to the contractor by the LHA. CPO aa:-oral ,9 IB-4 INSTRUCTIONS TO BIDDERS open them will decide when the specified time has arrived, and no bid received thereafter will be considered; except t. BID FORM that when a bid arrives by mail after the time fixed for a. All bids must be submitted on forms furnished by the opening• but before award is made, and it is shown to the LHA and shall be subject to all requirements of the satisfaction of the officer authorized to make the award Specifications and Drawings. Bid Forms will be furnished in that the non-arrival on time was due solely to delay in the triplicate, two to be submitted with the bid and one to be ' mails for which the bidder was not responsible, such bid retained by the bidder for his records.Only one of the two will be received and considered. No responsibility will copies of the bid shall be signed. The other shat) be attach to an offiew for the premature opening of a bid not conformed, properly addressed and identified. Unless specifically autho- rized, telegraphic bids will not be considered, but modifica- b. Bid Documents shall be sealed in an envelope which tion by telegraph of bids already submitted will be shalt be clearly labeled with the words "Bid Documents," considered if received prior to the hour set for opening and and show the project number,name of bidder,and date and written confirmation of such modification over the signa- time of opening. ture of the bidder is placed in the mail and postmarked 2. INTERPRETATIONS prior to the time set for bid opening. No oral interpretation will be made to any bidder as to the b. Bidders are cautioned that, while telegraphic modifica- meaning of the Specifications and Drawings. Every request tions of bids may be received as provided above, such for an interpretation shall be made in writing and any modifications, if not explicit and if in any sense subject to inquiry received ten or more days prior to the dare fixed misinterpretation, shall make the bid so modified or for opening bids will be given consideration. Interpretations amended subject to rejection. will be in the form Of addenda which will be on file in the 7, OPENING OF BIDS offices of the Local Authority and the Architect at least seven days before bids are opened. In addition, addenda At the time and place fixed for the opening of bids, every will be mailed to each bidder, but it shall be the bidders bid received within the time fixed for receiving bids will be responsibility to "ke inquiry as,to addenda issued. All Opened and publicly read aloud, irrespective of any such addenda shall become a part of the contract and all irregularities therein. Bidders and other persons properly bidders shall be hound by such addenda, whether or not interested may be present, in person or by representative. received by the bidders. 2. WITHDRAWAL Of BIDS 3. BID GUARANTY Bids may be withdrawn on written or telegraphic request The bid must be accompanied by a bid guaranty which shall dispatched by the bidder in time for delivery in the normal ' not be less than five percent (5%) of the amount of the bid, course of business prior to the time fixed for opening; and at the option of the bidder may be a certified check, Provided, that written confirmation of any telegraphic bank draft, U.S. Government Bonds at par value, or a bid withdrawal over the signature of the bidder is placed in the bond secured by a surety company. Certified check or bank mail and postmarked prior to the time set for bid opening. draft must be made payable to the order of the LHA. The Negligence on the part of the bidder in preparing his bid bid guaranty shall insure the execution of the contract and confers no right of withdrawal or modification of his bid the furnishing of performance and payment bond or bonds after such bid has been opened. by the successful bidder all as required by the Specifica• tions. The bid guaranty Of unsuccessful bidders will be . B• AWARD OF CONTRACT:REJECTION OF BIOS returned as soon as practicable after the opening of bids. a. The contract will be awarded to the responsible bidder submitting the lowest proposal complying with the condi- tions of the Invitation for Bids, provided his bid is Each person submitting a bid for any portion of the work reasonable and it is to the interest of the Local Authority contemplated by the bidding documents shall execute an to accept it. The bidder to whom the award is made will be affidavit, in the form provided by the LHA, to the effect notified at the earliest practicable date.The LHA,however, that he has not colluded with any other person, form or reserves the right to reject any and all bids and to waive any corporation in regard to any bid submitted. Such affidavit informality in bids received whenever such rejection or shall be attached to the bid. waiver is in the interest of the LHA. B. BIDDER'S CONSTRUCTION EXPERIENCE b. The LHA is prohibited from making any awards to contractors or accepting as subcontractors any individuals Before a bid is considered for award, the bidder may be or firms which are on lists of contractors ineligible to requested by the LHA to submit a statement regarding his receive awards from the United States, as furnished from previous experience in performing comparable work, his time to time by HUD. The current list of ineligible business and technical organization, and financial resources. contractors is available for inspection by prospective bidders at the offices of the LHA. S. TIME FOR RECEIVING BIDS C. The LHA also reserves the right to reject the bid of any a. Bids received prior to the time of opening will be bidder who has previously failed to perform properly,or to securely kept, unopened. The officer whose duty it is to complete on time, contracts of a similar nature;who is not IB-3 JD4M V2af4 N low TABLE OF CONTENTS Parsgraph ►aka 1. Bid Forms . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . 3 2. Interpretations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 3. Bid Guaranty . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 4. Non-Collusive Affidavit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 S. Bidders Construction Experience . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 6. Time for Receiving Bids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 7. Opening of Bids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 8. Withdrawal of Bids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 9. Award of Contract;Rejection of Bids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 10. Performance and Payment Bond; Execution of Contract . . . . . . . . . . . . . . . . . . . . . . . . . 4 11. Equal Employment Opportunity . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 12. Preconstruction Conference . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 IB-2 t INSTRUCTIONS TO BIDDERS U.S. Department of Housing and Urban DavOopment Low•Ront Public Housing IB-1 are not acceptable without further competition. t The successful bidder shall be required to furnish both a Perfor- mance and Payment Bond, each in the full amount of the Contract, on the proper bond forms which are available at the office of the Awarding Authority. The Contractor shall furnish the Awarding Authority with proof of insurance covering the following.. PERSONAL INJURY- LIMITS ($100, 000-300, 000) PROPERTY DAMAGE- LIMITS ($100, 000) WORKMAN"S COMPENSATION- LIMITS (STATUTORY) Each certificate of insurance must bear a fifteen day notice of change and/or cancellation endorsement, naming both the Awarding Authority and the Department of Housing and Urban Development, 15 New Chardon Street, Boston, Mass. , as parties to which written notice is to be given. Chairman Northampton Housing Authority AB-3 Section 9B- Resilient Floors Section 9C- Painting Section 15A- Plumbing Section 15B- Heating and Ventilating Section 16A- Electrical General Bids and Filed Sub-Bids shall be accompanied by a Bid Deposit in an amount not less than Five Percent (5%) of the Bid Amount. Bid Deposits, payable to the Northampton Housing Author- ity, shall be in the form of a bid bond, or cash, or a certified check on, or a treasurer' s or cashier's check issued by, a respon- sible bank or trust company. % Bids are subject to the provisions of Massachusetts General Law, Chapter 30, Section 39M and Chapter 149, Section 44A through H, as amended including by Chapter 484. The Contractor shall pay to all laborers and mechanics employed in the development of the project not less than the wages prevailing in the locality of the project, as predetermined by the Secretary of Labor of The United States pursuant to the Davis-Bacon Act and the Department of Labor and Industries of the Commonwealth of Massachusetts, whichever is greater. Contract Documents may be obtained at the Northampton Housing Authority upon deposit of a certified, treasurer' s or cashier' s check for $100 .00 per set, payable to the Northampton Housing Authority. This deposit will be refunded for up to two sets for each general bidder upon return of the sets in good condition within ten calendar days after the opening of the bids. Otherwise the deposit shall be the property of the Awarding Authority. Addi- tional sets may be purchased at the same office for $100.00 (Non- refundable) . Bid documents will be available for pick up after 10:00 A.M. on 1985. Bid Documents will be mailed, if requested, after receiving a deposit check of $125.00 in proper form. Twenty five dollars is to handle mailing costs and is not refundable. All contractors are required to inspect the site prior to bidding. Contract Docu- ments may be seen but not removed at F. W. Dodge, 181 Park Ave. , West Springfield, Mass. The Awarding Authority reserves the right to waive any informalities in or to reject any or all General Bids if it be in the public in- terest to do so. The Awarding Authority also reserves the right to reject any Sub- Bid if it determines that such Sub-Bid does not represent the bid of a person competent to perform the work as specified of if less than three Sub-Bids are received for a Sub-Trade or if bid prices AB-2 ADVERTISEMENT FOR BIDS The Northampton Housing Authority, the Awarding Authority, will receive sealed bids for the Modernization of Florence Heights (MA 26-1) under the Comprehensive Improvement Assistance Program of the Department of Housing and Urban Development in accordance with documents prepared by R. D. Fanning Architects Inc. , Boston, Massachusetts. The Modernization Work at Florence Heights includes but is not limited to: site work including bituminous and concrete paving, basketball and handball courts, rough and finish grading, and general landscape work; renovations of bathrooms and kitchens; replacement of primary and storm doors; replacement of windows; new pitched roofs; new finish flooring; new interior doors; in- terior and exterior painting; porch and canopy renovation; upgrade electrical systems; and building insulation. The estimated cost for this work is approximately $1, 300, 000. Bids will be received and publicly opened and read aloud at the Nothampton Housing Authority, 49 Old South Street, Northampton, MA. 01060 immediately following the times specified below. Bids accompanied by other required documents must be received before the times specified to be considered. Only bids from General Bidders accompanied by (1) a Certificate of Eligibility issued by the Massachusetts Division of Capital Planning and Operations (DCPO) , showing that the Contractor has been approved to bid on projects the size and nature of that ad- vertised, and (2) an Update Statement summarizing the Contractor' s record--for the period between the latest DCPO Certification and the date the Contractor submits its bid, will be valid. A list Filed Sub-Bidders, including their bid prices, will be available at the Awarding Authority not more than three working days after the date that Filed Sub-Bids are opened. Filed Sub-Bids will be received until .m. , , 1985 General Bids will be received until .m. , 1985 The following Classes of Work in the Specifications are required to be Filed Sub-Bids: Section 2A- Roadway and Sidewalk Improvements Section 5A- Miscellaneous and Ornamental Iron Section 7A- Roofing and Flashing Section 8A- Aluminum Replacement Windows AOW Section 9A- Ceramic Tile AB-1 Sheet No. Title H-2 Heating Plan Bldg. No. 6 Basement H-3 Heating Plans Bldg. No. 6 ME-1 Mechanical&Electrical Site Plan E-1 Electrical Plans Bldg. Nos. 1-5 & 7-12 E-2 Electrical Plan Bldg. No. 6 Basement E-3 Electrical Plans Bldg. No. 6 E-4 Electrical Plans Bldg. Nos. 1-5 & 7-12 E-5 Electrical Plan Bldg. No. 6 Basement E-6 Electrical Plans Bldg. No. 6 LCD-2 LIST OF CONTRACT DRAWINGS Sheet No. Title T-1 Title Sheet RP-1 Record Plan of Land DPW-1 Construction Plan #1 DPW-2 Underground Utility Plan #2 X-1 Site Plan X-2 Site Plan Details X-3 Site Details X-4 Dumpster Enclosures and Details LS-1 Building Entry Planting LS-2 Site Planting A-1 Typ. Four Unit Building Plans 1st, 2nd, & Basement Floors A-2 Typical Four Unit Building Elevations A-3 Six Unit Building Plans 1st and 2nd Floors A-4 Six Unit Building Basement Plan A-5 Six Unit Building Elevations A-6 Drawing Omitted A-7 Roof Plans & Details A-8 Mansard Roof Details A-9 Typ. Bath Plan & Elevs. A-10 Type "A" , "D" & "B" Kitchen Plans & Elevs. A-11 Window Details A-12 Typical Building Front Entry Details A-13 Room Finish Schedule A-14 Door Schedule A-15 Door Details A-16 Drawing Omitted P-1 Plumbing Plans Bldg. Nos. 1-5 & 7-12 P-2 Plumbing Plan Bldg. No. 6 Basement P-3 Plumbing Plans Bldg. No. 6 H-1 Heating Plans Bldg. Nos. 1-5 & 7-12 LCD-1 PAGE Division 9 - Finishes Section 9A - Ceramic Tile Filed Sub-Bid Required Section 9B - Resilient Flooring Filed Sub-Bid Required Section 9C - Painting Filed Sub-Bid Required Division 10 - Specialties (Not Used) Division 11 - Equipment (Not Used) Division 12 - Furnishings (Not Used) Division 13 - Special Construction (Not Used) Division 14 - Conveying Systems (Not Used) Division 15 - Mechanical Section 15A - Plumbing Filed Sub-Bid Required Section 15B - Heating and Ventilating Filed Sub-Bid Required Division 16 - Electrical Section 16A - Electrical Filed Sub-Bid Required TOC-3 SPECIFICATIONS PAGE Division 1 - General Requirements Section lA - Summary of Work Section 1B - Alternates Section 1C - Conduct .of Work Section 1D - Submittals Section lE - Existing Conditions Section 1F - Protection Section 1G - Temporary Facilities Section 1H - Cleaning Up Section lI - Predetermined Unit Prices Section 1J - Guarantee Section 1K - Model Apartments Section 1L - Supplementary General Requirements PART B - TECHNICAL SPECIFICATIONS Division 2 - Sitework Section 2A - Roadway and Sidewalk Improvements Filed Sub-Bid Required Section 2B - Site Improvements Section 2C - Site Work Section 2D - Landscape Work Division 3 - Concrete (Not Used) Division 4 - Masonry Section 4A - Masonry Work Division 5 - Metals Section 5A - Miscellaneous and Ornamental Iron Filed Sub-Bid Required Division 6 - Wood and Plastics Section 6A - Rough Carpentry Section 6B - Finish Carpentry Division 7 - Thermal and Moisture Protection Section 7A - Roofing and Flashing Filed Sub-Bid Required Division 8 - Doors and Windows Section 8A - Aluminum Replacement Windows Filed Sub-Bid Required Section 8B - Wood Doors Section 8C - Metal Replacement Doors Section 8D - Finish Hardware TOC-2 OW PROJECT MANUAL TABLE OF CONTENTS PAGE Title Page TP-1 Table of Contents TO-C-1 thru 3 List of Contract Drawings LCD-1 and 2 PART A - BIDDING AND CONTRACT REQUIREMENTS Advertisement For Bids AB-1 thru 3 Instructions to Bidders HUD-5369 IB-1 thru 4 Supplementary Instructions to Bidders SIB-1 and 2 Summary of Documents Required with Bids SDRB-1 and 2 Form of General Bid FGB-1 thru 4 Form of General Contractor' s Certification FGCC-1 Form of Sub-Bid FSB-1 thru 5 Form of Subcontractor' s Certification FSC-1 General Contractor' s Qualification and Update GQUSR-1 Statement Requirements Form of General Contractor' s Update Statement FGCUS-1 Contractor' s Qualification Statement CQS-1 thru 9 Form of Bid Bond FBB-1 and 2 Form of Non-Collusive Affidavit FNCA-1 Form of Affirmative Action Program FAAP-1 and 2 Form of General Contract FGC-1 thru 3 Form of Subcontract FS-1 thru 3 Corporate Certifications CC-1 Peformance Bond PB-1 and 2 Labor and Materials Bond LMB-1 and 2 Notice of Award of Prime Contract NAPC-1 Notice of Award of Subcontracts NAS-1 Previous Participation Certification PPC-1 and 2 Instructions for Previous Participation IPPC-1 and 2 Certificate Equal Employment Opportunity Executive EEOEO-1 thru 12 Order 11246 Executive Order 11246 Training Material EOTM-1 thru 11 Local Area Resident Hiring LARH-1 Federal Labor Standards Provisions FLSP-1 thru 13 Federal Minimum Wage Rates FMWR-1 thru 10 Federal Reporting Forms FRF-1 thru 8 �#w General Conditions HUD-5370 GC-1 thru 13 Supplement to General Conditions SGC-1 thru 11 Speoial Conditions SC-1 thru 3 Contractor' s Certificate and Release CCR-1 and 2 TOC-1 C� q - o0 PROJECT MANUAL for MODERNIZATION OF FLORENCE HEIGHTS NORTHAMPTON, MASSACHUSETTS under the COMPREHENSIVE IMPROVEMENT ASSISTANCE PROGRAM of the DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT Project No. MA 26-1 (Comprehensive) Prepared For: NORTHAMPTON HOUSING AUTHORITY 49 OLD SOUTH STREET NORTHAMPTON, MASSACHUSETTS 01060 Prepared By: R. D. FANNING ARCHITECTS, INC. 36 BROMFIELD STREET BOSTON, MASSACHUSETTS 02108 (Date of Issue) r TP-1 1 -% � fF ¢��. �.. ..._,,. — _.nY-. a a rr F F y �: i A �` � , w RD Fanning Architects, In C. 36 Bromfield Street Boston, Massachusetts 02108 617/542-7735 - � December 29, 1986 00 Mr. Edward Tewhilly n Building Commissioner jM City of Northampton J :DSO 212 Main Street Northampton, MA 01060 Re: Florence Heights Modernization Dear Mr. Tewhill, Forwarded herewith is a set of Construction Documents (plans and specifications) for the Modernization of Florence Heights Develop- ment, owned by the Northampton Housing Authority. Please review same at your earliest convenience to determine if they are acceptable to your Department relative to State Code compliance and other local regulations, ordinances, etc. which may apply. We note the following for consideration in your review: A. The introduction of/or existing underlayment to provide an ac- ceptable surface to which resilient flooring may be applied will result in a reduced riser height and/or otherwise affect areas at ends of stairs. B. It is assumed that one hour construction is required between apartments and when work on existing construction or new con- struction affects such separations, one hour rating or its reasonable equivalent is intended to be installed. Please contact us should you require additional information concerning the enclosed documents or this letter, the purpose of which is to attempt to insure satisfactory code and regulatory compliance and to avoid changes during construction. Very truly yours, chard D. ng ` President cc: Mr. G. O'Brien - NHA Job Date architecture/planning/urban design