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NHA Tobin 214089-PMDHCD 9/9/2009 TITLE SHEET 00.01.01 1 OF 1 PROJECT MANUAL MODERNIZATION OF STATE AIDED PUBLIC HOUSING VACANCY CONGREGATE CONVERSION STATE-AIDED DEVELOPMENT: Tobin Manor, 667-3 NORTHAMPTON HOUSING AUTHORITY 49 Old South Street Northampton MA 01060 Phone: (413) 584-4030 FAX: (413) 582-1350 PROJECT ADDRESS: Tobin Manor 52 Maple Street Florence, MA 01062 Jonathan Hite, Executive Director Architect Green River Architecture 11 Hickory Hill Road, Great Barrington MA, 01230 Telephone (413) (528-1108) Email grarchitecture@me.com Mechanical Engineer None Specifications Green River Architecture 11 Hickory Hill Road, Great Barrington MA, 01230 (Telephone (413) (528-1108) Email grarchitecture@me.com Landscape Architect None DATE: March 17, 2015 DHCD FISH #214089 DHCD 7/1/11 TABLE OF CONTENTS 00.01.10 1 OF 3 . TABLE OF CONTENTS Number of Pages PROCUREMENT DOCUMENTS 00.01.01 Title Sheet for Project Manual ........................................................................................ 1 00.01.10 Table of Contents ........................................................................................................... 3 00.11.00 Advertisement ................................................................................................................ 1 00.21.00 Instructions to Bidders .................................................................................................... 7 00.41.00 Form for General Bid ...................................................................................................... 2 eBidding Registration Tutorial ........................................................................................ 3 CONTRACTING FORMS 00.52.00 Form of Owner/Contractor Agreement .......................................................................... 2 00.53.00 Form of Corporate Vote ................................................................................................. 1 00.61.13 Form of Performance Bond ............................................................................................ 1 00.61.16 Form of Payment Bond .................................................................................................. 1 00.62.00 Form of Subcontract ....................................................................................................... 1 CONDITIONS OF THE CONTRACT 00.72.00 General Conditions of Contract .................................................................................... 26 EQUAL EMPLOYMENT OPPORTUNITY & SUPPLIER DIVERSITY PROGRAM REQUIREMENTS 00.73.36 Equal Employment Requirements ................................................................................. 3 00.73.36.01 Form of General Contractor's Equal Employment Certification ............................................. 1 00.73.36.04 EEO Weekly Manpower Report Forms .................................................................................. 1 00.73.39 Supply Diversity Program ............................................................................................... 4 00.73.39.01 Form of SDO Certified MBE/WBE Participation Schedule .................................................... 1 00.73.39.05 Affidavit of Payment to MBE/WBE .......................................................................................... 1 PREVAILING WAGES AND LABOR REGULATIONS Section 00.73.43 - Prevailing Wages and Labor Regulations ............................................................... 1 Prevailing Wage Rates .......................................................................................... 39 SPECIFICATIONS DIVISION 1 – GENERAL REQUIREMENTS Section 01.11.00 - Summary of Work ........................................................................................................ 2 Section 01.25.13 - OR EQUALS – Product Substitution Procedure .......................................................... 2 Section 01.26.00 - Contract Modification Procedures .............................................................................. 3 01.26.00.01 Sample Change Order Form ............................................................................................. 1 01.26.00.02 Sample Construction Change Directive Form ................................................................... 1 Section 01.29.00 - Payment Procedures .................................................................................................... 3 01.29.00.01 Sample Application for Payment Cover Sheet - Form ...................................................... 1 01.29.00.02 Sample Application for Payment Continuation Sheet - Form ............................................. 1 Section 01.31.00 - Project Management and Coordination ..................................................................... 3 Section 01.33.00 - Submittals – Shop Drawings, Product Data, and Samples ........................................... 3 Section 01.33.10 - Proprietary Specifications ............................................................................................... 4 Section 01.45.00 - Quality Control ............................................................................................................ 4 Section 01.50.00 - Temporary Facilities and Controls ............................................................................... 6 Section 01.73.29 - Cutting & Patching ........................................................................................................ 4 DHCD 7/1/11 TABLE OF CONTENTS 00.01.10 2 OF 3 Section 01.74.13 - Progress Cleaning – Final Cleaning ............................................................................... 3 Section 01.74.19 - Construction and Demolition Waste Management and Disposal ................................ 2 01.74.19.01 Pre-Construction Waste Management Report Form for Mandatory Recycling ................. 1 Section 01.77.00 - Project Close Out Procedures ...................................................................................... 4 01.77.00.01 Sample Certificate of Substantial Completion Form ......................................................... 1 01.77.00.02 Sample Certificate of Partial Release of Retainage Form .................................................. 1 01.77.00.03 Sample Certificate of Final Completion Form ..................................................................... 1 Section 01.78.39 - Project Record Drawings ............................................................................................ 2 DIVISION 2 – EXISTING CONDITIONS Section 02.41.19 - Selective Structural Demolition .................................................................................... 6 DIVISION 6 – WOOD, PLASTICS, AND COMPOSITES Section 06.10.00 - Rough Carpentry .......................................................................................................... 3 Section 06.16.00 - Sheathing ....................................................................................................................... 3 DIVISION 7 – THERMAL AND MOISTURE PROTECTION Section 07.21.00 - Insulation ........................................................................................................................ 3 Section 07.72.00 - Roof Accessories ........................................................................................................... 2 Section 07.92.00 - Joint Sealants ................................................................................................................. 5 DIVISION 8 – OPENINGS Section 08.11.13 - Hollow Metal Frames ...................................................................................................... 4 Section 08.14.16 - Flush Wood Doors .......................................................................................................... 3 Section 08.71.00 - Door Hardware ............................................................................................................... 9 DIVISION 9 – FINISHES Section 09.29.00 - Gypsum Board ............................................................................................................... 5 Section 09.30.00 - Tiling ............................................................................................................................... 9 Section 09.65.13 - Resilient Base and Accessories ..................................................................................... 4 Section 09.65.19 - Resilient Tile Flooring ..................................................................................................... 4 Section 09.68.16 - Sheet Carpeting ............................................................................................................. 4 Section 09.91.23 - Interior Painting .............................................................................................................. 6 DIVISION 10 – SPECIALTIES Section 10.20.00 - Bath Accessories ............................................................................................................ 3 DIVISION 11 – EQUIPMENT Section 11.31.00 - Residential Appliances ................................................................................................... 3 DIVISION 12 – FURNISHINGS Section 12.24.13 - Roller Window Shades ................................................................................................... 2 Section 12.35.30 - Residential Casework ..................................................................................................... 4 DIVISION 22 – PLUMBING Section 22.00.00 - Plumbing ....................................................................................................................... 13 DIVISION 23 – HEATING VENTILATING AND AIR CONDITIONING Section 23.00.00 - Heating and Ventilation .................................................................................................. 3 DIVISION 26 – ELECTRICAL Section 26.51.00 - Electric and Lighting ....................................................................................................... 8 DHCD 7/1/11 TABLE OF CONTENTS 00.01.10 3 OF 3 LIST OF DRAWINGS T-1 TITLE, MAPS, PARTIAL SITE PLAN, LIST OF ABBREVIATIONS, LIST OF DRAWINGS A-1 DEMOLITION AND FLOOR PLANS A-2 INTERIOR ELEVATIONS, WALL & DOOR DETAILS AND SECTION WALL/BASE CABS H-1 HEATING, VENTILATING PLAN P-1 PLUMBING PLAN, DEMOLITION NOTES AND LEGEND E-1 ELECTRICAL & LIGHTING PLAN, DEMOLITION NOTES AND LEGEND DHCD 08/13/2012 Advertisement 00.11.00 $100k-10Mil 1 of 1 ADVERTISEMENT The Northampton Housing Authority, the Awarding Authority, invites sealed bids from General Contractors for the Vacancy Congregate Conversion of Housing for the Northampton Housing Authority in Northampton, Massachusetts, in accordance with the documents prepared by Green River Architecture. The Project consists of: Conversion of 2nd floor congregate apartment into two elderly apartments The work is estimated to cost $149,000.00 Bids are subject to M.G.L. c.149 §44A-J & to minimum wage rates as required by M.G.L. c.l49 §§26 to 27H inclusive. General bidders must be certified by the Division of Capital Asset Management (DCAM) in the category of General Building Construction. General Bids will be received until 2:00 p.m., Wednesday, May 6, 2015 and publicly opened, forthwith. HIS PROJECT IS BEING ELECTRONICALLY BID AND HARD COPY BIDS WILL NOT BE ACCEPTED. Please review the instructions in the bid documents on how to register as an electronic bidder. The bids are to be prepared and submitted at www.biddocsonline.com . Tutorials and instructions on how to complete the electronic bid documents are available online (click on the “Tutorial” tab at the bottom footer). All Bids shall be submitted electronically online and publically opened online, forthwith at www.biddocsonline.com no later than the date and time specified above. General bids and sub-bids shall be accompanied by a bid deposit that is not less than five (5%) of the greatest possible bid amount (considering all alternates), and made payable to the Northampton Housing Authority Bid Forms and Contract Documents will be available for pick-up at www.biddocsonline.com (may be viewed electronically and hardcopy requested) or at Nashoba Blue, Inc. at 433 Main Street, Hudson, MA 01749 (978-568-1167). There is a plan deposit of $50.00 per set (maximum of 2 sets) payable to the BidDocs Online Inc. Deposits may be electronically paid or must be a certified or cashier’s check. This deposit will be refunded for up to two sets for general bidders and for one set for sub-bidders upon return of the sets in good condition within thirty (30) days of receipt of general bids. Otherwise the deposit shall be the property of the Awarding Authority. Additional sets may be purchased for $50.00. Bidders requesting Contract Documents to be mailed to them shall include a separate check for $40.00 per set for UPS Ground (or $65.00 per set for UPS overnight), payable to the BidDocs Online Inc., to cover mail handling costs. General bidders must agree to contract with minority and women business enterprises as certified by the Supplier Diversity Office (SDO), formerly known as SOMWBA. The combined participation goal reserved for such enterprises shall not be less than 10.4% of the final contract price including accepted alternates. See Contract Documents - Article 3 of the Instructions to Bidders. The building work area will be available for inspection at 10:00 A.M. on Wednesday, April 22, 2015. The Contract Documents may be seen in person or by electronic media at: Project Dog 18 Graf Road Suite #8 Newburyport, MA 01950 (978) 499-9014 MHC/Joseph Merrit & Co 17 Everberg Road – Unit C Woburn, MA 01801 (781) 569-6722 Reed Construction Data Document Processing Center 30 Technology Parkway South, Suite 500 Norcross, GA 30092-4578 (203) 426-0450 DHCD 01/01/2012 Instruction to Bidders $100k-10Mil eBidding DHCD 1 of 7 00.21.00 INSTRUCTIONS TO BIDDERS THIS PROJECT IS BEING ELECTRONICALLY BID AND HARD COPY BIDS WILL NOT BE ACCEPTED. Please review the instructions in the bid documents on how to register as an electronic bidder. The bids are to be prepared and submitted at www.biddocsonline.com . Tutorials and instructions on how to complete the electronic bid documents are available online (click on the “Tutorial” tab at the bottom footer). ARTICLE 1 - BIDDER'S REPRESENTATION 1.1 Each General Bidder or Sub-bidder (hereinafter called the "Bidder") by making a bid or sub-bid (hereinafter called "bid") represents that: 1.The Bidder has read and understands the Contract Documents and the bid is made in accordance therewith. 2.The Bidder has visited the site and is familiar with the local conditions under which the Work has to be performed. 1.2 Failure to so examine the Contract Documents and site will not relieve any Bidder from any obligation under the bid as submitted. ARTICLE 2 - GENERAL BIDDER'S AND FILED SUB-BIDDER’S CERTIFICATION 2.1 General bids shall be submitted with the following: 1.A Certificate of Eligibility on the appropriate form prescribed and issued by the Division of Capital Asset Management and Maintenance (DCAM), showing that the Bidder is eligible to bid on projects of this size in the specified category of work; and 2.A Contractor Update Statement, DCAM Form CQ3. 3.The Contractor Update Statement (CQ3) is not a public record as defined in DCAM regulation 810 CMR 8.06 and will not be open to public inspection. 2.2 Advertised Filed sub-bids shall be submitted with the following: 1.A Sub-Bidder Certificate of Eligibility on the appropriate form prescribed and issued by DCAM showing that the sub-bidder is eligible to bid on public projects in the specified category of work; and 2.A Sub-Bidder Update Statement on a form prescribed by DCAM. 2.3 It is the Sub-Bidder's responsibility to obtain the necessary forms from DCAM and make application in sufficient time for evaluation of the application and issuance of a Sub-Bidder Certificate of Eligibility prior to bid. 2.4 The Sub-Bidder Update Statement is not a public record as defined in DCAM regulation 810 CMR 8.06 and will not be open to public inspection. 2.5 All employees who work on this construction site must have no less than 10 hours of OSHA-approved safety and health training. 2.6 The Contractor and all subcontractors on this project will be required to provide certification of compliance with the requirement of 2.5 above in accordance with the provisions of these Contract Documents. 2.7 The Contractor and all subcontractors shall be completely responsible for compliance with EPA Lead Renovator Requirements including EPA regulation 40 CFR 745. ARTICLE 3 – MBE/WBE PARTICIPATION GOALS 3.1 Refer to the Advertisement for applicability of Article 3. 3.2 The participation goals that must be contracted with minority-owned and/or women-owned enterprises is stated in the Advertisement. If the Advertisement does not include participation goals, paragraphs 3.3-3.6 below and Section 00.73.39 shall not apply. DHCD 01/01/2012 Instruction to Bidders $100k-10Mil eBidding DHCD 2 of 7 00.21.00 3.3 The apparent low Bidder must submit the SDO Certified MBE/WBE Participation Schedule (Form 00.73.39.01) and Letters of Intent (Form 00.73.29.02) from all of the firms listed on the Schedule within five (5) working days after receipt of general bids. Letters of Intent are not required for filed Subcontractors. However, filed Sub-bidders who are SDO Certified shall be listed on the Participation Schedule. 3.4 If the general contractor requires any of the following it must do so in writing to the Department within five (5) working after receipt of general bids. 1.a time extension for the submission of its Participation Schedule & Letter(s) of Intent; 2.a reduction in the participation goals stated in the Advertisement; or 3. a waiver from the participation goal requirements. 3.4.1 If the Department determines that compliance with participation goals are not feasible it has the discretion to reduce or waive these goals at any time prior to contract award. Such waiver shall be granted only upon the General Contractors showing that good faith efforts have been made to comply with the participation goals. 3.4.2 The completed Participation Schedule, Letters of Intent and, if necessary, requests for a reduction in participation goals or a waiver from participation goals may be sent electronically to: candy.tempesta@massmail.state.ma.us or by fax at 617-573-1285 with a hard copy mailed to: Department of Housing and Community Development Legal Office 100 Cambridge Street – 3rd Floor Boston, MA 02114 ATTENTION: Contracts Specialist/SDP 3.5 The Bidder must submit with its contract submission executed subcontracts with all subcontractors or a purchase order or invoice from material suppliers or manufacturers listed on the Participation Schedule. 3.6 Filed Sub-bidders are not required to submit a Participation Schedule. They may, at their option, submit a Letter of Intent with their bid if they are a SDO certified enterprise. ARTICLE 4 - REQUESTS FOR INTERPRETATION 4.1 Bidders shall promptly notify the Architect of any ambiguity, inconsistency, or error which they may discover upon examination of the Contract Documents, the site, and local conditions. 4.2 Bidders requiring clarification or interpretation of the Contract Documents shall make a written request to the Architect. The Architect will answer such requests if received seven (7) calendar days before the date for receipt of the bids. 4.3 Interpretation, correction, or change in the Contract Documents will be made by written Addendum which will become part of the Contract Documents. Neither the Housing Authority nor the Architect will be held accountable for any oral interpretations, corrections, or changes. 4.4 Each individual or firm recorded (registered plan holder) as having requested a set of Contract Documents will be electronically notified via email when any addenda are issued. HARD COPY addenda will not be issued on electronically bid projects. It is the Bidder’s responsibility to view the information on the website. 4.5 Copies of addenda will be made available for inspection at the locations listed in the Advertisement where Contract Documents are on file or available at www.biddocsonline.com under the “addenda tab”. ARTICLE 5 - PREPARATION AND SUBMISSION OF BIDS 5.1 Forms and Bid Preparation Bids shall be submitted electronically on the "Form for General Bid" or the "Form for Sub-Bid" at www.biddocsonline.com, as appropriate and available at no cost. The forms enclosed in the Project Manual shall not be extracted or used. DHCD 01/01/2012 Instruction to Bidders $100k-10Mil eBidding DHCD 3 of 7 00.21.00 5.1.1 All bidders must complete and submit the electronic bidder registration form (Signature Authorization Form – hard copy) to BidDocs ONLINE Inc. [61 Skyfields Drive, Groton, MA 01450]. The form must be received by BidDocs ONLINE Inc. at least three business days prior to the bidding opening for processing. The Awarding Authority, the designer or BidDocs ONLINE Inc. will not be held accountable if the bidder fails to submit the electronic bidder registration form in a timely manner. Instructions to submit the form are in the Contract Documents and are available at www.biddocsonline.com (click on the “Tutorial” tab at the bottom footer – Tutorial #1). 5.1.2 All entries on the bid form shall be made online. Any documents that are attached to the bid must be in a pdf format. 5.1.3 Sums shall be expressed in both words and figures in the space indicated on the bid form. Where there is a discrepancy between the bid sum expressed in words and the bid sum expressed in figures, the words shall control. Note: The electronic bid forms automatically match the “word” amount to the numeric “figure” amount entered. 5.1.4 If the requirement of Performance and Payment Bonds for filed sub-contractors is left blank by the General Bidder on the Form for General Bid, the Awarding Authority shall interpret this as a "yes". No increase in contract price will be allowed for providing these bonds. Note: The system requires that the general bidder explicitly acknowledge yes or no. 5.1.5 Costs for subcontractor's bond premiums shall be paid for by the General Contractor in accordance with M.G.L. c.149 §44F. 5.2 Bid Deposits shall be: 5.2.1 at least five percent (5%) of the greatest possible bid amount, considering all alternates; 5.2.2 made payable to the Housing Authority; 5.2.3 conditioned upon faithful performance by the principal of the agreements contained in the bid, and 5.2.4 in the form of: .1 cash, .2 certified check, treasurer’s or cashier’s check issued by a responsible bank or trust company, or .3 a bid bond issued by a surety company licensed to do business in the Commonwealth of Massachusetts. 5.2.5 retained until the execution and delivery of the Owner/Contractor Agreement if they represent the bid deposit of one of the three (3) lowest responsible and eligible General Bidders or one of the three (3) lowest Sub-bidders in a filed sub-bid trade, or a sub-bidder listed by one of the three (3) lowest General Bidders. 5.3 Electronic Submission of Filed Sub-Bids Sub-bids, including the bid deposit, DCAM Sub-Bidder Certificate of Eligibility and a signed DCAM Sub- Bidder Update Statement shall be submitted electronically online at www.biddocsonline.com. No hard copy bids will be accepted. The Bidder will receive an email confirmation upon clicking the “submit bid or resubmit bid” button. Contact BidDocs ONLINE Inc. at admin@biddocsonline.com or call 978-888- 3350 if you do not receive a confirmation email upon submitting a bid. 5.3.1 Date and time for receipt of bids is set forth in the Advertisement. 5.3.2 Timely submission of a bid online shall be the full responsibility of the Bidder. 5.4 Electronic Submission of General Bids General Bids, including the bid deposit, DCAM Certificate of Eligibility and Update Statement (CQ3) shall be submitted electronically online at www.biddocsonline.com . No hard copy bids will be accepted. The Bidder will receive an email confirmation upon clicking the “submit bid or resubmit bid” button. Contact BidDocs ONLINE Inc. at admin@biddocsonline.com or call 978-888-3350 if you do not receive a confirmation email upon submitting a bid. DHCD 01/01/2012 Instruction to Bidders $100k-10Mil eBidding DHCD 4 of 7 00.21.00 5.4.1 Date and time for receipt of bids is set forth in the Advertisement. 5.4.2 Timely submission of a bid online shall be the full responsibility of the Bidder. 5.5 Sub-Trade Solicitations 5.5 .1 If the General Bidders are instructed to carry an amount for a given sub-trade listed under Item 2, General Bidders shall list the sub-trade, and amount provided by the Housing Authority. The line under bonds required on the General Bid Form should select the “carry allowance” option on the electronic bid form in order for subparagraph 5.5.2.2 to be applicable. 5.5 .2 Upon solicitation of a subcontractor to perform the work required by the sub-trade as mentioned in subparagraph 5.5.1, the selected General Contractor’s contract amount will be adjusted as follows: .1 The difference between the subcontract amount and the amount carried in the bid. .2 The total cost of the subcontractor's bonds, if the selected General Contractor requires such bonds after the solicitation is completed and if the selected General Contractor complied with 5.4.1 above, and .3 The resultant cost difference for General Contractor's Bonds premiums. 5.5.3 Overhead and Profit for supervision of the sub-trade in question shall be included by all General Bidders in Item 1. 5.5 4 Additional overhead and profit is not allowed on the incremental difference as stated in M.G.L. c.149 §44F (4)(a)(2) nor on the costs for the additional bond premiums. ARTICLE 6 – ALTERNATES General Bidders 6.1 Each General Bidder shall acknowledge Alternates by selecting the individual Alternate number in Section C on the Form for General Bid and enter the dollar amount of addition or subtraction necessitated by each Alternate listed in the corresponding space. 6.2 General bidders shall enter on the Form for General Bid a single amount for each Alternate which shall consist of the Sub-bidders’ amounts and the amount for work performed by the General Contractor. 6.2 In the event an Alternate does not involve a change in dollar value, the General Bidder shall so indicate by listing the individual Alternate number and acknowledge the Alternate by inserting “0” in the corresponding space provided for the dollar value of that Alternate. Note: The system will only allow a numeric value to be entered. 6.4 The Low Bidder will be determined on the basis of the sum of the base bid and the accepted alternates. Filed Sub Bidders 6.5 Each Sub-bidder shall acknowledge Alternates by selecting the individual Alternate number in Section A on the Form for Sub Bid and enter the dollar amount of addition or subtraction necessitated by each Alternate listed in the corresponding space. 6.6 If an Alternate does not involve a change to a sub-trade’s dollar value, the sub bidder shall so indicate by listing the individual alternate number in the space provided and acknowledge the alternate by inserting “0” in the corresponding space provided for the dollar value of that Alternate. Note: The system will only allow a numeric value to be entered. 6.7 If the alternate does not affect the sub-trade category of work so indicate by writing “0”. Sub-bidders must acknowledge all alternates. ARTICLE 7 - WITHDRAWAL OF BIDS 7.1 Before Opening of Bids 7.1.1 Any bid may be withdrawn (retracted) prior to the time designated for receipt of bids upon clicking the “Retract Bid” button. The bidder and Housing Authority will receive an email confirming that the bidder retracted the bid. DHCD 01/01/2012 Instruction to Bidders $100k-10Mil eBidding DHCD 5 of 7 00.21.00 7.1.2 Withdrawn bids may be modified and resubmitted up to the time designated for the receipt of bids. 7.2 After Opening of Bids Bidders may withdraw a bid, without penalty, any time up to the time of Award as defined in paragraph 8.1, and upon demonstrating, to the satisfaction of the Housing Authority, that a bona fide clerical error was made during the preparation of the bid. Failure to conclusively demonstrate a bona fide clerical error may result in forfeiture of the bid deposit. 7.3 In the event of a general bid withdrawal after opening of bids, the Awarding Authority shall consider the bid from next lowest eligible and responsible bidder. 7.4 Sub-bid Withdrawal/Substitution 7.4.1 Selection - Should a filed sub-bidder listed on the Form for General Bid of the selected General Contractor (per Article 8 of these instructions) withdraw its bid, be unable to provide performance and payment bonds as required by the selected General Contractor, or otherwise refuse to sign a subcontract with the selected General Contractor, the Housing Authority and the selected General Contractor shall consider the other sub-bids to which the Housing Authority and the selected General Contractor make no objection and substitute a new sub-bidder for such trade. 7.4.2 Process: If the selected General Contractor: .1 required bonds (on the Form for General Bid) for the sub-bidder who withdrew then the selected General Contractor’s contract amount shall be adjusted to account for: .1 the difference between the amount of the sub-bid listed on the Form for General Bid and the amount of the replacement sub-bid, and .2 the incremental difference in the cost of the General Contractor bonds premiums, but .3 there will be no compensation for additional subcontractor bond premiums .2 did not require bonds (on the Form for General Bid) for the sub-bidder who withdrew and now the selected General Contractor wants bonds from the replacement sub-bidder, then the selected General Contractor’s contract amount shall be adjusted: .1 to account for the difference between the amount of the sub-bid listed on the Form for General Bid and the amount of the replacement sub-bid, .2 the amount for the new sub-bidder’s performance and payment bonds, and .3 the incremental difference in the cost of the General Contractor bond premiums. 7.4.3 There shall be no adjustment to the selected General Contractor’s contract amount except as set forth in 7.4.2.1 and 7.4.2.2. Additional overhead and profit is not allowed on the incremental difference in the sub-bids or on the costs for the additional bond premiums. ARTICLE 8 - CONTRACT AWARD 8.1 Award means both the determination and selection of the lowest, responsible and eligible bidder, by Housing Authority board vote. 8.2 The Housing Authority will award the contract to the lowest responsible and eligible bidder within thirty days, Saturdays, Sundays, and legal holidays excluded after the opening of bids in accordance with M.G.L. c.149 §44A. 8.3 The Contract will be awarded to the lowest responsible and eligible Bidder, except in the event of substitution as provided under M.G.L. c.l49 §§44E and 44F, in which cases the procedure as required by said sections shall govern the award of the Contract. 8.4 The award of this Contract is subject to the approval of the Undersecretary of the Commonwealth of Massachusetts, Department of Housing and Community Development (DHCD). Contracts without DHCD approval shall not be considered valid. 8.5 The Housing Authority also reserves the right to waive any informality in or to reject any or all Bids if it be in the public interest to do so. DHCD 01/01/2012 Instruction to Bidders $100k-10Mil eBidding DHCD 6 of 7 00.21.00 8.6 The Housing 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, or if less than three sub-bids are received for a sub-trade, or if bid prices are not reasonable for acceptance without further competition. 8.7 As used herein, the term "lowest responsible and eligible bidder" shall mean the General Bidder whose bid is the lowest of those Bidders demonstrably possessing the skill, ability, and integrity necessary for the faithful performance of the work, and who meets the requirements for Bidders set forth in M.G.L. c.l49 §44A-J and is not debarred from bidding under M.G.L. c.l49 §44C; and who shall certify that they are able to furnish labor that can work in harmony with all other elements of labor employed or to be employed on the work. 8.8 Bidders’ attention is directed to 01.11.00 for any additional selection criteria that may be a condition of Award of this project. ARTICLE 9 - FORMS REQUIRED FOR CONTRACT APPROVAL 9.1 Upon Award, the General Bidder shall complete the following forms to ensure prompt contract validation. These forms will be provided to the selected General Bidder by DHCD. Submit (3) originals of each. 9.2 Owner/Contractor Agreement and Form of Corporate Vote. (Form 00.53.00) 9.3.1 Form of Performance Bond and Form of Payment Bond must be submitted by the General Contractor on DHCD’s Forms 00.61.13 and 00.61.16, in accordance with Article 18 of the General Conditions. The dates on the bonds must coincide with the contract date, and a current Power-of-Attorney must be attached to each bond. 9.3.2 Performance and Payment Bonds must also be submitted for all filed subcontractors, if required by the General Bidder on its Form for General Bid, in the total amount of the subcontract payable to the General Contractor. 9.4.1 Insurance Certificates for the General Contractor and all filed subcontractors are required and must be submitted in accordance with Article 16 of the General Conditions. 9.4.2 General Contractors must indicate on Builders Risk Insurance Certificate or installation floater if stored materials are covered. 9.5 Form of Contractor's Equal Employment Certification in accordance with Specification Section 00.73.36 (Form 00.73.36.01). 9.5.1 Form of Sub-Contractor's Equal Employment Certification in accordance with Specification Section 00.73.36 (Form 00.73.36.02). 9.6.1 Form of Subcontract for all filed subcontractors - executed and submitted on the statutory subcontract form (Form 00.62.00). 9.6.2 Subcontracts with MBE/WBE subcontractors - executed on a form agreeable between both parties. 9.6.3 Purchase Orders to, or Invoices from, MBE/WBE suppliers. 9.7 Statement of Management on Internal Accounting Controls and a Statement prepared by a CPA expressing an opinion to the state of Management Controls, as required by M.G.L. c.30 §39R. This applies to the General Contractor only. 9.8 Evidence of Certification with 40 CFR part 745 Lead Renovation, Repair and Painting Program. ARTICLE 10 - CONTRACT VALIDATION 10.1 The Owner-Contractor Agreement shall not be valid until signed by the Undersecretary of the Department of Housing and Community Development (Department) or its Designee. DHCD 01/01/2012 Instruction to Bidders $100k-10Mil eBidding DHCD 7 of 7 00.21.00 10.2 The Notice to Proceed for construction shall not be issued until the Owner/Contractor Agreement has been validated by the Undersecretary of the Department or its Designee. 10.3 Incomplete or unacceptable submissions of forms required by paragraphs 9.2 - 9.7 will delay the validation of the Owner/Contractor Agreement by the Department. END OF 00.21.00 INSTRUCTIONS TO BIDDERS eBidding 2012 Form For General Bid 1 of 2 FORM FOR GENERAL BID TO THE AWARDING AUTHORITY A.The undersigned proposes to furnish all labor and materials required for for the PROJECT in , Massachusetts, in accordance with the accompanying plans and specifications prepared by Name of Engineer/Architect For the contract price specified below, subject to additions and deductions according to the terms of the specifications. B. This bid includes addenda numbered: C. The proposed contract price is: Dollars $ Bid Amount in Words Bid Amount in Numbers For Alternate No. Add $Subtract $ No. $$ No. $$ No. $$ No. $$ Each Alternate shall be listed separately D.The subdivision of the proposed contract price is as follows: ITEM 1. The work of the general contractor, being all work other than that covered by ITEM 2. TOTAL OF ITEM 1 .................................................... $ ITEM 2. Sub-bids as follows: Sub-trade Name of Filed Sub-bidder Sub-bid Amount Bond Required Yes No TOTAL OF ITEM 2 ........................................... $ eBidding 2012 Form For General Bid 2 of 2 The undersigned agrees that each of the above named sub-bidders will be used for the work indicated at the amount stated, unless a substitution is made. The undersigned further agrees to pay the premiums for the performance and payment bonds furnished by sub-bidders as requested herein and that all of the cost of all such premiums is included in the amount set forth in Item l of this bid. The undersigned agrees that if selected as general contractor, he will promptly confer with the awarding authority on the question of sub-bidders; and that the awarding authority may substitute for any sub-bid listed above a sub-bid filed with the awarding authority by another sub-bidder for the sub-trade against whose standing and ability the undersigned makes no objection; and that the undersigned 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. E. The undersigned agrees that, if he is selected as general contractor, he will within five days, Saturdays, Sundays, and legal holidays excluded, after presentation thereof by the awarding authority, execute a contract in accordance with the terms of this bid and furnish a performance bond and also a labor and materials or payment bond, each of a surety company qualified to do business under the laws of the Commonwealth and satisfactory to the awarding authority and each in the sum of the contract price, the premiums for which are to be paid by the general contractor and are included in the contract price; provided, however, that if there is more than 1 surety company, the surety companies shall be jointly and severally liable. 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; that all employees to be employed at the worksite will have successfully completed a course in construction safety and health approved by the United States Occupational Safety and Health Administration that is at least 10 hours in duration at the time the employee begins work and who shall furnish documentation of successful completion of said course with the first certified payroll report for each employee; and that he will comply fully with all laws and regulations applicable to awards made subject to section 44A. The undersigned further certifies under the penalties of perjury that this bid is in all respects bona fide, fair and made without collusion or fraud with any other person. As used in this subsection the word "person" shall mean natural person, joint venture, partnership, corporation or other business or legal entity. The undersigned further certifies under penalty of perjury that the said undersigned is not presently debarred from doing public construction work in the Commonwealth under the provisions of section twenty-nine F of chapter twenty-nine, or any other applicable debarment provisions of any other chapter of the General Laws or any rule or regulation promulgated there under. NAME OF BIDDER SIGNATURE AND TITLE OF PERSON SIGNING BID Date: BUSINESS ADDRESS Tutorial #1 eBidding REGISTRATION INSTRUCTIONS Below are the step by step instructions on how to register to use BidDocs ONLINE eBidding. There is no cost to register. Start by going to www.biddocsonline.com STEP 1: Click on the “eBidding Login” tab at the top of the page. STEP 2:If your company has not previously registered, click on the text “Click Here To Register”. STEP 3:If your company has previously registered, login by entering the registered email address and password and then click the “Login” button. Note: Your company will have only one registration and must use the same password. STEP 3: All fields must be completed in the registration form. STEP 4: After completing the registration form, you must read and acknowledge the Terms and Conditions. Click the “Submit” button. STEP 5:Enter the email and password previously created during the registration process and click “Login”. STEP 6:After logging in, the account authorization screen will appear. You must click “Print Form” to proceed to Step 7. STEP 7: Print and notarize the form (sign in blue ink). Return the original “Electronic Bidder Signature Authorization Form” to BidDocs ONLINE Inc. The mailing address is: BidDocs ONLINE Inc. P.O. Box 51 61 Skyfields Drive (for overnight) Groton, MA 01450 Your company is responsible for ensuring that BidDocs ONLINE receives the signed Electronic Bidder Signature Authorization Form a minimum of three (3) business days prior to the bid date. BidDocs ONLINE will notify you by email that your form has been received and processed. A unique bar code will identify your bid paperwork. Note:The registration form will remain “active” until such time that your company requests a change in the person signing the form, the company address or other pertinent company information. Your company is responsible for printing and resubmitting an updated form as required. STEP 8: While the Electronic Bidder Signature Authorization Form is being processed, you may commence completing the common forms (DCAM Eligibility and Sections 1-4 of the DCAM Update Statement)that are required for MGL c. 149 bids.(See Tutorial #2 - eBidding Common Forms Instructions) Please note that you are responsible for completing the associated forms for each sub-trade and/or general bid as applicable. Summary:THIS PROJECT IS BEING ELECTRONICALLY BID AND HARD COPY BIDS WILL NOT BE ACCEPTED BY THE AWARDING AUTHORITY. You must submit your bid electronically at www.biddocsonline.com. At any time during the bidding process, you may print the various bid documents for your company’s records. Additional instructions to complete the other bid forms are accessible on the BidDocs ONLINE website (click on the “Tutorial” tab at the bottom footer). DHCD 10/10/10 Owner Contractor Agreement 00.52.00 1 of 2 OWNER-CONTRACTOR AGREEMENT Commonwealth of Massachusetts Department of Housing and Community Development This agreement made the day of , 201 by and between Housing Authority hereinafter called the "Owner", and hereinafter called the "Contractor Name of Contractor Witnesseth, that the Owner and the Contractor, for the consideration hereinunder named, agree as follows: Article 1. Scope of Work: The Contractor shall perform all Work required by the Contract Documents for referred to in the Contract Documents prepared by Description of Project acting as and referred to as the “Architect" Architect/Engineer . Article 2. Time of Completion: The Contractor shall commence work under this Contract on the date specified in the written Notice to Proceed" and shall bring the Work to Substantial Completion within calendar days of said date Days Damages for delays in the performance of the Work shall be in accordance with Article 9 of the General Conditions of the Contract. Article 3. Contract Sum: The Owner shall pay the Contractor, in current funds, for the performance of the Work, subject to additions and deductions by Change Order, of the Contract Sum of: Dollars $ Contract Amount in Words Contract Amount in Dollars The Contract Sum is divided as follows: Item 1: The Work of the Contractor, being all Work other than that covered by Item 2 $ Item 2: Subcontractors as follows Section - Trade Subcontractor Amount 1 $ 2 $ 3 $ 4 $ 5 $ 6 $ 7 $ 8 $ 9 $ 10 $ Total for Item 2 $ Article 4. The Contract Documents: The following, together with this Agreement, form the Contract and all are as fully a part of the contract as if attached to this Agreement or repeated herein: The Advertisement, Bidding Documents, Contract Forms, Conditions of the Contract, and Specifications as enumerated in the Table of Contents, the drawings as enumerated in the List of Contract Drawings, DHCD publication known as the Construction Handbook, and all Modifications issued after execution of the Contract. Terms used in this Agreement which are defined in the Conditions of the Contract shall have the meanings designated in those Conditions. DHCD 10/10/10 Owner Contractor Agreement 00.52.00 2 of 2 Article 5. Alternates: The following Alternates have been accepted and their costs are included in the Contract Sum stated in Article 3 of this Agreement: Alternate No(s): and . Article 6. REAP Certification: Pursuant to G.L. c.62(c) §49(a), the individual signing this Contract on behalf of the Contractor, hereby certifies, under the penalties of perjury, that to the best of their knowledge and belief the Contractor has complied with all laws of the Commonwealth relating to taxes, reporting of employees and contractors, and withholding and remitting child support. Article 7. Worker Documentation Certification: In accordance with Executive Order 481 the undersigned further certifies under the penalties of perjury that the Contractor shall not knowingly use undocumented workers in connection with the performance of this contract; that pursuant to federal requirements, the Contractor shall verify the immigration status of all workers assigned to such contract without engaging in unlawful discrimination; and that it shall not knowingly or recklessly alter, falsify, or accept altered or falsified documents from any such worker(s). The Contractor understands and agrees that breach of any of these terms during the contract period may be regarded as a material breach, subjecting the Contractor to sanctions, including but not limited to monetary penalties, withholding of payments, contract suspension or termination. Article 8. Conflict of Interest: The Contractor covenants, that (1) presently, there is no financial interest and shall not acquire any such interest, direct or indirect, which would conflict in any manner or degree with the performance of services required to be performed under this Agreement or which would violate M.G.L. c.268A, as amended; (2) in the performance of this Contract, no person having any such interest shall be employed by the Contractor or engaged as a subcontractor by the contractor; and (3) no partner or employee of the firm is related by blood or marriage to any Board Member or employee of the Awarding Authority Article 9. Validation: This Contract will not be valid until signed by the Undersecretary of the Massachusetts Department of Housing and Community Development. In Witness Whereof, the Parties Hereto Have Caused This Instrument to be Executed Under Seal. 1 CONTRACTOR 2 AWARDING AUTHORITY Name of Contractor Name of Housing Authority Address Signature and Seal By: Signature and Seal Title Witness Attest: 1 If a Corporation, attach a notarized copy of the Corporate Vote authorizing signatory to sign Contract. 2 If signed by someone other than a Housing Authority Board member attach a copy of Certified Board Vote authorizing the signatory to sign Contract. DEPARTMENT OF HOUSING &COMMUNITY DEVELOPMENT In accordance with M.G.L. 121B, and Revisions thereto. Undersecretary Date DHCD 9/9/2009 Corporate Vote 00.53.00 1 of 1 CERTIFICATE OF VOTE OF AUTHORIZATION 20 I hereby certify that a meeting of the Board of Directors of the: NAME OF CORPORATION duly called and held at on the day of 200 At which a quorum was present and acting, it was voted that Name of Corporate Officer of the , be and hereby is authorized to execute and deliver for and on behalf of the Corporation a Contract with Housing Authority, for work to be done at State-Aided Housing Project No. In the City/Town of And to act as principal to execute bonds in connection therewith, which Contract and Bonds were presented to and made part of the records of said meeting. I further certify that Is duly qualified and acting Name of Corporate Officer of the Corporation and that said vote has not been Title Repealed, rescinded or amended A true copy of the record, ATTEST: (CORPORATE SEAL) On this ____ day of __________ 200___, before me, the undersigned Notary Public, personally appeared __________________________, duly designated by the board of directors and proved to me, through satisfactory evidence of identification, which was ______________________, that s/he is the person whose name is signed on the foregoing documents, and acknowledged to me that s/he signed it voluntarily for its stated purpose and that it was her/his free act and deed. ___________________________________ Notary Public My Commission Expires: DHCD 9/9/2009 Performance Bond 00.61.13 1 of 1 Bond Number: PERFORMANCE BOND COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT KNOW ALL MEN BY THESE PRESENTS: That we, as Principal, and as Surety, are held and firmly bound unto the Housing Authority, as Obligee, in the sum of dollars $ to be paid to the Obligee, for which payments, well and truly to be made, we bind ourselves, our respective heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the said Principal has made a contract with the Obligee, bearing the date of 200 for the construction of in Massachusetts Project Title NOW, the condition of this obligation is such that if the Principal and all Subcontractors under said contract shall well and truly keep and perform all the undertakings, covenants, agreement, terms and conditions of said contract on its part to be kept and performed during the original term of said contract and any extensions thereof that may be granted by the Obligee, with or without notice to the Surety, and during the life and any guarantee required under the contract, and shall also well and truly keep and perform all the undertakings, covenants, agreements, terms and conditions of any and all duly authorized modifications, alterations changes or additions to said contract that may hereafter be made, notice to the Surety of such modifications, alterations, changes or additions being hereby waived, then this obligation shall become null and void; otherwise, it shall remain in full force and virtue. IN THE EVENT , that the contract is abandoned by the Principal, or in the event that the Obligee, under the provisions of Article 19 of the General Conditions of said contract terminates the employment of the Principal or the authority of the Principal to continue the work, said Surety hereby further agrees that said Surety shall, if requested in writing by the Obligee, take such action as is necessary to complete said contract. IN WITNESS WHEREOF, the Principal and Surety have hereunto set their hands and seals this: Day of 200 PRINCIPAL SURETY By: By: Seal Attorney-in Fact Attest: Attest The rate for this bond is % for the first $ and % for the next $ The total premium for this bond is $ DHCD 9/9/2009 PAYMENT BOND 00.61.16 1 of 1 Bond: ________ PAYMENT BOND COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT KNOW ALL MEN BY THESE PRESENTS: That we, as Principal, and as Surety, are held and firmly bound unto the Housing Authority, as Obligee, in the sum of dollars $ to be paid to the Obligee, for which payments, well and truly to be made, we bind ourselves, our respective heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the said Principal has made a contract with the Obligee, bearing the date of 200 for the construction of in Massachusetts Project Title NOW the conditions of this obligation are such that if the Principal and all subcontractors under said contract 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 be subject to, provisions of M.G.L. c.30 §39A, and M.G.L. c.149 §29, as am ended, then this obligation shall become null and void; otherwise it shall remain in full force and virtue. IN WITNESS WHEREOF, the Principal and Surety have hereunto set their hands and seals this: Day of 200__ PRINCIPAL SURETY By: By: Seal Attorney-in Fact Attest: Attest: Surety Agent Surety Agent Address Surety Agent Phone Number The rate for this bond is % for the first $ and % for the next $ The total premium for this bond is $ DHCD 9/9/2009 Form of Subcontract 00.62.00 1 of 1 FORM OF SUBCONTRACT THIS AGREEMENT MADE THIS DAY OF 20 , by and between a corporation organized and existing under the laws of an individual doing business as hereinafter called the "Contractor" and a corporation organized and existing under the laws of an individual doing business as hereinafter called the "Subcontractor". 1. The Subcontractor agrees to furnish all labor and materials required for the completion of all work specified in Section No. of the specifications for and the plans referred to therein and (Name of Sub-Trade) Addenda No. , , , and for the: all as prepared by for the sum of ($ ) (Name of Architect or Engineer) and the Contractor agrees to pay the Subcontractor said sum for said work. This price includes the following alternates (and other items set forth in the sub-bid): Alternates No(s). , , , , , ,. (a) The Subcontractor agrees to be bound to the Contractor by the terms of the hereinbefore described plans; specifications (including all general conditions stated therein) and Addenda No(s). , , , , and to assume to the Contractor all the obligations and responsibilities that the Contractor by those documents assumes to the _________________________________Housing Authority hereinafter called the "Awarding Authority", 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 the 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 provisions 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 this 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. 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 claim originated. 5. 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 date and year first above-written. SEAL ATTEST Name of Subcontractor By: Signature SEAL ATTEST Name of Contractor By: Signature DHCD - $100k-10Mil GENERAL CONDITIONS 00.72.00 08/13/12 00.72.00 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION c.149 $100,000 – 10 Million TABLE OF CONTENTS ARTICLE PAGE 1.GENERAL PROVISIONS ........................................................ 1. 2.OWNER .................................................................................... 2. 3.DEPARTMENT .......................................................................... 2. 4.CONTRACTOR ......................................................................... 3. 5.ADMINISTRATION OF THE CONTRACT ................................ 8. 6.SUBCONTRACTORS ............................................................... 9. 7.CONSTRUCTION BY OWNER / SEPARATE CONTRACT .... 10. 8.CHANGES IN THE WORK ...................................................... 10. 9.TIME, SCHEDULE, COMPLETION ......................................... 13. 10. PAYMENTS ............................................................................. 16. 11. GUARANTEES + WARRANTEES .......................................... 19. 12. MISCELLANEOUS LEGAL REQUIREMENTS ....................... 19. 13. CONTRACTOR'S ACCOUNTING REQUIREMENTS ............. 20. 14. EEO REQUIREMENTS ........................................................... 22. 15. MBE - WBE REQUIREMENTS ............................................... 22. 16. INSURANCE REQUIREMENTS .............................................. 22. 17. INDEMNIFICATION ................................................................. 24. 18. BONDS .................................................................................... 24. 19. TERMINATION ........................................................................ 24. DHCD - $100k-10Mil GENERAL CONDITIONS 00.72.00 08/13/12 INDEX -A- Acceptance of Work ............................................................................. 9.5.4 Access to Work ..................................................... 3.3.4, 4.9.5, 4.21.1, 7.2.1 Acts and Omissions .............................. 4.2.1, 4.2.2, 4.3.4, 4.7.9, 10.8, 17.1 Addenda .................................................................................... 1.1.1, 4.15.1 Administration of Contract ............................................................. Article 5 Administrator ...................................... 2.3.2, 3.1.2, 3.1.3, 3.3.1, 3.3.3, 8.1.5 8.7.1, 8.7.2, 19.4 Advertisement or Invitation to Bid ....................................................... 1.1.1 Architect, Definition of.................................................................. 5.1, 5.1.1 Architect's Approval ......................................................... 4.7.6, 4.7.7, 4.7.9 5.3.5, 8.1.2, 8.1.3, 8.1.4 Architect's Decision ............................................ 4.3.7, 4.8.1, 4.11.1, 5.3.10 8.3.1.3, 8.6.3.1, 8.7.1, 8.7.2, 9.3.3.2.2 9.6.4, 9.7.1, 9.7.2, 10.4, 10.5 Architect's Inspection ................................... 4.3.7, 4.3.8, 4.8.2, 4.9.3, 4.9.4 4.12.1, 5.3.7, 9.3.2.1, 9.6.3 Architect's Interpretations ..................................... 3.3.2, 4.19.1, 5.3.9, 8.5.1 Architect's Authorization to Reject Work 4.8.1, 4.11.1, 4.12.1, 5.3.4 Architect's Site Visits .................................................................. 5.3.2, 5.3.7 Aesthetic Effect .................................................................................. 5.3.10 Authority (Awarding Authority) ................................................ See Owner -B- Bonds ................................................... 6.2.1.2, 8.3.1.3(g), 9.7.4, 15.4.5, 18 -C- Change Orders ......................................... 1.1.1, 2.4.2, 3.3.1.2, 4.15.1, 5.3.6 8.1.1, 8.1.2, 8.1.4, 8.1.5, 8.2.1, 8.3.1, 8.5.1, 8.6, 8.7.1 9.1.1, 9.3.1, 9.3.2.1, 9.3.3.6, 9.7.1, 10.3.1.4, 18.2 Claims for Additional Costs ......................... 7.1.1, 8.7, 10.7.2, 17.1, 19.3.2 Claims for Additional Time .......................................................... 7.1.1, 8.7 Cleaning Up ........................................................................................ 4.17.1 Completion (Substantial/Final) 3.3.1.6, 4.11.1, 5.3.7, 9.2.2, 9.6.1, 9.7 Conflict of Interest ................................................................................. 12.8 Construction Advisor ........................................................ 3.1.3, 8.1.4, 8.4.1 Construction Change Directive .................... 1.1.1, 3.3.1.2, 5.3.6, 8.1.1, 9.7 Construction Handbook 1.1.1, 1.1.7, 3.1.3, 5.3.8, 5.4.1, 8.7.4, 10.3.1 Construction by Owner or by Separate Contractors ............ 1.1.4, Article 7 Construction Schedule .................................................... 4.15.1, 7.1.2, 9.4.1 Contract Documents ................................................................................ 1.1 Contract, Owner Contractor Agreement 1.1.1, 1.2.1, 2.1.1, 3.2.1, 3.3.1, 6.2.1, 8.6, 9.3.3.1, 9.3.3.3, 10.1.1, 10.8.2 Contract Sum ........................ 3.3.1, 8.1.1, 8.1.3, 8.2.1, 8.3.1, 8.4.1, 8.6.2.2. 9.3.3.3, 9.5.7, 10.1.1, 14.6.2.1, 15.1.12, 15.3.4 Contract Time .............................................. 3.3.1, 8.1.1, 8.1.3, 8.2.1, 8.4.1, 9.1.1, 9.2, 9.3.2.1, 9.3.3.1 Contractor ....................................................................................... Article 4 Cutting And Patching .............................................................................. 4.3 -D- Damage to Work ................................................................................... 9.6.7 Delays/Extensions of Time .............................................. 4.6.3.3, 4.8.2, 9.3 Department, DHCD ........................................................................ Article 3 (DEP) Department of Environmental Protection 4.17.4, 4.20.2, 4.20.3 (DLWD) Department of Labor & Workforce Development4.20.2, 12.4, 12.5 Disputes ...................................................................................... 8.7.3, 9.3.1 Drawings .................................................... 1.1.1, 1.1.5, 1.3, 2.2.1, 4.7, 4.15 -E- Equal Employment Opportunity .................................................. Article 14 Executive Orders ................................................................................... 12.7 -F- Filed Subcontractors .................................................... 6.1.3, 8.3.1, 10.6.2.1 Final Completion ................................................................. 5.3.7, 9.5.4, 9.7 Final Payment .................................. 3.3.1.7, 5.3.1, 9.3.3.4, 10.6.1, 10.6.1.2 10.7, 11,2.1, 13.2.1, 13.2.2, 13.4.1 Funding .................................................................................................... 3.2 -G- Guarantees .................................................................................... Article 11 - -H- Hazardous Materials ...................................................................... 4.17.4 -I- Indemnification ............................................................................... Article 17 Information Provided by Owner ...................................................... 2.2, 4.2.1 Inspections .................................................................................. 4.16.1, 5.3.7 Instructions to Bidders .................................................... 1.1.1, 15.2.1, 15.4.3 Insurance ......................................................................................... Article 16 -M- MBE/WBE ...................................................................................... Article 15 Methods, Means, Sequences ...................................................... 4.3.1, 8.6.2.2 -N- Notice to Proceed .............................................................. 9.1.2, 9.5.1, 14.4.3 -O- Occupancy ................................................................................... 4.16.1, 5.3.7 Owner (Local Housing Authority, Authority) .................................. Article 2 -P- Payments ........................................2.4.2, 3.3.3, 4.9.6, 4.12, 5.3.3, Article 10 14.6.2.2, 15.5.1, 15.5.2, 17.1, 19.2, 19.3 Payments, Application for ...................... 5.3.3, 10.2.1, 10.3, 10.4, 10.5, 10.6 Payments, Certification of .................................................... 5.3.7, 10.5, 10.6 Payment, Final 3.3.1, 5.3.1, 5.3.7, 9.3.3.4, 10.7, 11.2.1, 13.2, 13.4, 16.1 Permits ..................................................................................................... 4.16 Product Data ............................................................................ 4.7, 4.15, 5.3.5 Project Representative ..................................................... 5.3.8, 8.7.3, 9.3.2.1 -R- Retainage ................................................................................... 10.3.1, 10.6.2 -S- Safety........................................................................................................ 4.20 Samples ............................................................................ 4.7, 4.8, 4.15, 5.3.5 Schedule of Values .................................................................................. 10.2 Schedule, Construction ................................................. 4.15.1, 5.5, 7.1.2, 9.4 Schedule, Payment ..................................................................................... 9.4 Schedule, Participation ......................... 15.2.1, 15.4.1, 15.4.2, 15.4.3, 15.4.4 15.4.6, 15.4.7, 15.4.9, 15.5.1 Site ........................... 1.2.1, 2.2.2, 4.4.1, 4.4.2, 4.8.2, 4.9.1, 4.9.2, 4.9.3, 4.9.4 4.12, 4.15, 4.17.2, 4.17.3, 4.17.4, 4.18, 4.20.3 4.21.1, 5.3.2, 5.3.8, 6.1.1, 7.1.1, 8.6.2, 10.4.1, 10.6.1.1, 12.4.1, 14.3.4, 19.1.4 SDO ................................................................................................. Article 15 Specifications .................................. 1.1.1, 1.1.6, 1.3, 4.3.3, 4.7.5, 4.15, 5.3.5 8.6.3, 9.4.1, 10.2.2, 10.7.1, 11.2.1, 12.4.1 Stored Materials ................................................................... 4.9.4, 4.9.6, 10.4 Subcontractors ................................................................................... Article 6 Submittals...................................................................... 4.2.3, 4.7, 4.15, 5.3.5 Substantial Completion .................................................................... 5.3.7, 9.6 Substitutions, Materials (or equals) .................................. 4.6.3, 4.7.5, 4.10.1 Superintendent ..................................................................... 4.4, 4.20.3, 8.7.3 Supervision & Construction Procedures ......................................... 4.3, 8.3.1 Surety ..................................... 6.2.1, 9.7.4, 15.4.5, 15.5.3, Article 18, 19.1.5 Surveys .................................................................................................... 2.2.2 -T- Taxes ........................................................................................................ 4.14 Termination ....................3.3.1, 6.2.1, 14.2.1, 14.2.2, 14.6.2.3, 15.4.6, 15.5.3 Testing & Inspection .................................................................................. 4.8 -U- Unit Prices ............................................................................................... 8.3.1 -W- Warranties .......................................................... 4.10, 5.3.7, 9.6.8, Article 11 Weather Protection................................................................................... 4.18 DHCD $100k-10Mil 1 of 24 00.72.00 7/01/2011 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION ARTICLE 1 GENERAL PROVISIONS 1.1 BASIC DEFINITIONS 1.1.1 THE CONTRACT DOCUMENTS The Contract Documents consist of the Owner-Contractor Agreement, Advertisement, Instructions to Bidders, Bidding Documents, Contract Forms, Conditions of the Contract, Specifications, Drawings, DHCD publication known as the Construction Handbook, all addenda issued prior to execution of the Contract, and other documents listed in the Agreement and Modifications issued after execution of the Contract. A Modification is (1) a written amendment to the Contract signed by both parties, (2) a Change Order, (3) a Construction Change Directive or (4) a written order for a minor change in the Work issued by the Architect. 1.1.2 THE CONTRACT The Contract Documents form the Contract for Construction. The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements, either written or oral. The Contract may be amended or modified only by a Modification. 1.1.3 THE WORK The term "Work" means the construction and services required by the Contract Documents, whether completed or partially completed, and includes all other labor, materials, equipment, and services provided or to be provided by the Contractor to fulfill the Contractor's obligations. The Work may constitute the whole or a part of the Project. 1.1.4 THE PROJECT The Project is the total construction of which the Work performed under the Contract Documents may be the whole or a part and which may include construction by the Owner or by separate contractors. 1.1.5 THE DRAWINGS The Drawings are the graphic and pictorial portions of the Contract Documents, wherever located and whenever issued, showing the design, location and dimensions of the Work, generally including plans, elevations, sections, details, schedules, and diagrams. 1.1.6 THE SPECIFICATIONS The Specifications are that portion of the Contract Documents consisting of the written requirements for materials, equipment, construction systems, standards, and workmanship for the Work, and performance of related services. 1.1.7 THE CONSTRUCTION HANDBOOK The Construction Handbook is published by and available free of charge, from the Department. It outlines the procedures that the Contractor, Owner, Architect, and Department shall follow during the construction of the Work. The most recent version, at the time of bid opening, of the Construction Handbook is incorporated by reference into the Contract Documents. 1.2 EXECUTION, CORRELATION, AND INTENT 1.2.1 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, become familiar with local conditions under which the Work is to be performed and correlated personal observations with requirements of the Contract Documents. 1.2.2 The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor. The Contract Documents are complementary, and what is required by one shall be as binding as if required by all. Performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to produce the intended results. In case of inconsistent requirements in the Contract Documents, the requirement for the greater quantity or higher quality shall take precedence and shall be the Contract requirement. 1.2.3. Unless otherwise stated in the Contract Documents, words which have well known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. 1.2.4. Where reference is made to standards or trade association publications, it shall be considered to refer to the latest edition and revision thereof, if any, in effect on the date the Contract Documents were advertised for bid. DHCD $100k-10Mil 2 of 24 00.72.00 7/01/2011 1.3 USE OF DRAWINGS, SPECIFICATIONS, AND OTHER DOCUMENTS The Drawings, Specifications and other documents prepared by the Architect, and copies thereof furnished to the Contractor, are for use solely with respect to this Project. They are not to be used by the Contractor or any Subcontractor, Sub-subcontractor, or material or equipment supplier on other projects or for additions to this Project outside the scope of the Work without the specific written consent of the Owner, the Architect, and the Department. ARTICLE 2 OWNER 2.1 DEFINITION The term "Owner", sometimes also referred to as the "Awarding Authority" or "Authority", means the Housing Authority identified in the Owner-Contractor Agreement, organized and existing under the provisions of M.G.L. c.121B. 2.2 INFORMATION AND SERVICES TO BE PROVIDED BY THE OWNER 2.2.1 The Owner will furnish to the Contractor, free of charge, a reasonable number of copies of the Contract Documents for the execution of the Work, including a set for record purposes. In addition, the Owner, through the Architect, will furnish to the Contractor a reproducible transparency and one black line print of detail and clarification drawings issued after the Contract has been awarded. The Contractor shall provide and distribute such number of prints of these transparencies as required for the Contractor's and Subcontractors' use. 2.2.2 The Owner shall furnish available surveys describing physical characteristics, legal limitations and utility locations for the site of the Project, and a legal description of the site. 2.3 OWNER'S RIGHT TO STOP THE WORK 2.3.1 If the Contractor fails to correct Work which is not in accordance with the requirements of the Contract Documents or persistently fails to carry out the Work in accordance with the Contract Documents, the Owner by written order signed personally or by its authorized agent, may order the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated. 2.3.2 Stop work orders require the Administrators’ prior approval. (See Subparagraph 3.1.2) 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK 2.4.1 If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and fails within a seven-day period after receipt of written notice from the Architect at the Owner's direction to commence and continue correction of such default or neglect with diligence and promptness, the Owner may, without prejudice to other remedies, hire one or more contractors to correct such deficiencies. 2.4.2 In such case an appropriate Change Order shall be issued deducting from payments then or thereafter due the Contractor the cost of correcting such deficiencies, including compensation for the Architect's additional services and expenses made necessary by such default, neglect, or failure. If payments then or thereafter due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to the Owner. ARTICLE 3 DEPARTMENT 3.1 DEFINITIONS 3.1.1 The term "Department" means the Massachusetts Department of Housing and Community Development, 100 Cambridge St Suite 300, Boston , MA 02114. 3.1.2 The term "Administrator" means the person appointed by the Department to administer the terms of the Contract for Financial Assistance between the Owner and the Department, who is also empowered to take certain actions under this Agreement. Contractor should address mail to the Administrator c/o the Construction Management Unit. 3.1.3 The term "Construction Advisor" means the person designated by the Administrator to assist the Administrator. The duties, responsibilities and limitations of the Construction Advisor's authority are described in the Construction Handbook. DHCD $100k-10Mil 3 of 24 00.72.00 7/01/2011 3.2 PROJECT FUNDING The Work under this Contract is funded by the Commonwealth of Massachusetts through the Department pursuant to a contract for financial assistance between the Department and the Owner. 3.3 DEPARTMENT'S RESPONSIBILITIES 3.3.1 The Contractor is advised that various actions taken or decisions made by the Owner and/or the Architect under this Contract, require the prior approval and counter-signature of the Administrator. Those actions or decisions include, but are not limited to, the following: .1 Approval, substitutions, and final selection of Sub-Bidders pursuant to M.G.L. c.149 §44F .2 Change Orders and Construction Change Directives, whether or not they affect a change in the Contract Sum or in the Contract Time. .3 Written orders, notices, and approvals given by the Owner pursuant to the Contract Documents or pursuant to any Laws applicable to this Contract, including approval of the Contractor's payment requests. .4 Approval of "or equal" submissions and substitutions pursuant to Subparagraph 4.6.3. .5 Stop Work order. .6 Certificate of Substantial Completion. .7 Final payment. .8 Termination of Contract. 3.3.2 In any instance where the Contractor requires clarification as to whose approval is required, the Architect shall provide such clarification. 3.3.3 Work undertaken by the Contractor or a Subcontractor at the Owner's or other person's order without the Administrator's countersignature prior to the start of such work shall be considered unauthorized work and shall not be considered cause for extra payment. The Contractor or Subcontractor shall be responsible for performing, at their own expense, corrective measures required by the Architect due to any failure to obtain the prior approval of the Administrator pursuant to Subparagraph 3.3.1. 3.3.4 The Department and its authorized representatives and agents shall at all times have access to, and be permitted to observe and review all Work, materials, payrolls, records of personnel, conditions of employment, invoices of materials, and other relevant data and records maintained by the Contractor on the Project. ARTICLE 4 CONTRACTOR 4.1 DEFINITION The Contractor, sometimes referred to as the General Contractor, is the person or entity identified as such throughout the Contract Documents as if singular in number. The term Contractor means the Contractor or its authorized representative. 4.2 REVIEW OF CONTRACT DOCUMENTS & FIELD CONDITIONS BY CONTRACTOR 4.2.1 The Contractor shall carefully study and compare the Contract Documents with each other and with information furnished by the Owner pursuant to Subparagraph 2.2.2 and shall at once report to the Architect errors, inconsistencies, or omissions discovered. The Contractor shall not be liable to the Owner or Architect for damage resulting from errors, inconsistencies, or omissions in the Contract Documents unless the Contractor recognized such error, inconsistency, or omission and knowingly failed to notify the Architect. If the Contractor performs any construction activity knowing it involves a recognized error, inconsistency or omission in the Contract Documents without such notice to the Architect, the Contractor shall assume responsibility for such performance and shall bear the attributable costs for correction. 4.2.2 The Contractor shall take field measurements and verify field conditions and shall carefully compare such field measurements and conditions and other information known to the Contractor with the Contract Documents before commencing activities. Errors, inconsistencies, or omissions discovered shall be reported to the Architect at once. 4.2.3 The Contractor shall perform the Work in accordance with the Contract Documents and submittals approved pursuant to Paragraph 4.7. DHCD $100k-10Mil 4 of 24 00.72.00 7/01/2011 4.3 SUPERVISION AND CONSTRUCTION PROCEDURES, COORDINATION, AND CUTTING AND PATCHING 4.3.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and attention. The Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences and procedures, and for coordinating all portions of the Work under the Contract. 4.3.2 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. 4.3.3 All necessary cutting, coring, drilling, grouting, and patching required to fit together the several parts of the Work shall be done by the Contractor, except as may be specifically noted otherwise under any particular filed sub-bid section of the Specifications. 4.3.4 The Contractor shall be responsible to the Owner for acts and omissions of the Contractor's employees, Subcontractors, and their agents and employees, and other persons performing portions of the Work. 4.3.5 The Contractor shall be responsible for inspection of portions of Work already performed under this Contract to determine that such portions are in proper condition to receive subsequent Work. 4.3.6 The Contractor shall do engineering required for establishing grades, lines, levels, dimensions, layouts, and reference points for the trades; shall be responsible for maintaining bench marks and other survey marks; and shall replace any bench marks or survey marks which have been disturbed or destroyed. 4.3.7 Unless otherwise required by the Contract Documents, or directed in writing by the Architect, Work shall be done during regular working hours. However, if the Contractor desires to carry on the Work outside of regular working hours or on Saturdays, Sundays, or Massachusetts holidays it shall allow ample time to enable satisfactory arrangements to be made for inspecting Work in progress and shall bear the costs of such inspection. The Owner shall bill the Contractor directly for such costs. 4.3.8 Work done outside of regular working hours without the consent or knowledge of the Architect shall be subject to additional inspection and testing as directed by the Architect. The cost of this inspection and testing shall be paid by the Contractor whether the Work is found to be acceptable or not. 4.4 SUPERINTENDENT 4.4.1 The Contractor shall employ a Superintendent and necessary assistants who shall be in attendance at the Project site during performance of the Work. The Superintendent shall represent the Contractor, and communications given to the Superintendent shall be as binding as if given to the Contractor. Important communications shall be confirmed in writing. Other communications shall be similarly confirmed on written request in each case. The Superintendent shall attend each job meeting. 4.4.2 The Superintendent shall be a competent and responsible employee, satisfactory to the Owner, who is regularly employed by the Contractor and is designated by the Contractor as its representative to be in full time attendance at the Project site throughout the construction of the Work. The Superintendent shall be responsible for coordinating all the Work of the Contractor and the Subcontractors. The Superintendent shall be licensed consistent with the Massachusetts Building Code. The Superintendent's resume shall be submitted to the Owner prior to commencement of construction and must demonstrate to the Owner's reasonable satisfaction that the Superintendent has performed similar duties on previous construction projects similar to the Project. 4.5 LABOR The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Work. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them, and whenever the Owner shall notify the Contractor, in writing, that any worker is, in its opinion, incompetent, unfaithful, disorderly, or otherwise unsatisfactory, such employee shall be discharged from the Work and shall not again be employed on the Project except with the consent of the Owner. 4.6 MATERIALS AND EQUIPMENT 4.6.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and pay for materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for proper execution and completion of the Work, whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. DHCD $100k-10Mil 5 of 24 00.72.00 7/01/2011 4.6.2 Materials and Equipment to be installed as part of the Contract (both or either of which are hereinafter referred to as "Materials") shall be new, unused, of recent manufacture, assembled, and used in accordance with the best construction practices. 4.6.3 "OR EQUAL" SUBMISSIONS/SUBSTITUTIONS 4.6.3.1 Except where a product has been specified as a proprietary material, the words "or equal" are understood to follow the name of any maker, vendor, or product specified to be used in the Contract Documents. To determine if the materials or articles proposed by the Contractor are equal to those specified, the Architect, with the concurrence of the Department, shall determine whether the materials or articles proposed are at least equal in quality, durability, appearance, strength and design to the material or articles named or described, and will perform at least equally the functions imposed by the design. See M.G.L. c.30 §39M. 4.6.3.2 The Contractor shall be responsible for providing the Architect with any information and test results the Architect reasonably requires to determine if a material is equal to a material named or described in the Contract Documents. 4.6.3.3 Whenever the Contractor submits a material for approval as a substitute for a material named or described in the Contract Documents, such submission shall be made at least one hundred and twenty (120) days prior to the date the materials will be used on the Project but in no event later than ninety (90) days after the award of the Contract. In no event shall the Contractor maintain a claim for delays based upon the Architect's review of such substituted materials if the Contractor has failed to comply with the one hundred and twenty (120) days submission requirement. 4.7 SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES 4.7.1 Shop Drawings are drawings, diagrams, schedules, and other data specially prepared for the Work by the Contractor or a Subcontractor, Sub-subcontractor, manufacturer, supplier, or distributor to illustrate a portion of the Work. 4.7.2 Product Data are illustrations, standard schedules, performance charts, instructions, brochures, diagrams and other information furnished by the Contractor or its Subcontractors and suppliers to illustrate materials or equipment for some portion of the Work. 4.7.3 Samples are physical examples which illustrate materials, equipment, or workmanship and establish standards by which the Work will be judged. 4.7.4 Shop Drawings, Product Data, Samples, and similar submittals are not Contract Documents. The purpose of their submission is to demonstrate for those portions of the Work for which submittals are required the way the Contractor proposes to conform to the information given and the design concept expressed in the Contract Documents. Review by the Architect is subject to the limitations of Subparagraph 4.7.9. 4.7.5 The Contractor shall review, approve, and submit to the Architect Shop Drawings, Product Data, Samples and similar submittals required by the Contract Documents with reasonable promptness and in such sequence as to cause no delay in the Work or in the activities of the Owner or of separate contractors. Submittals made by the Contractor which are not required by the Contract Documents may be returned without action. The Contractor's attention is directed to the provisions of Subparagraph 4.6.3 entitled "Or Equal" Submissions/Substitutions and Section 01.25.13 of the Specifications. 4.7.6 The Contractor shall prepare and keep current, for the Architect's approval, a schedule of submittals which is coordinated with the Contractor's construction schedule submitted pursuant to Paragraph 9.4, and allows the Architect reasonable time to review submittals. 4.7.7 The Contractor shall perform no portion of the Work requiring submittal and review of Shop Drawings, Product Data, Samples or similar submittals until the respective submittal has been approved by the Architect. Such Work shall be in accordance with approved submittals. 4.7.8 By approving and submitting Shop Drawings, Product Data, Samples and similar submittals, the Contractor represents that the Contractor has determined and verified materials, field measurements, and field construction criteria related thereto, or will do so, and has checked and coordinated the information contained within such submittals with the requirements of the Work and of the Contract Documents. 4.7.9 The Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the Architect's approval of Shop Drawings, Product Data, Samples or similar submittals unless the Contractor has specifically informed the Architect in writing of such deviation at the time of submittal and the Department has given explicit written approval to the specific deviation. The Contractor shall not be relieved of responsibility for errors or omissions in Shop Drawings, Product Data, Samples, or similar submittals by the Architect's actions. 4.7.10 The Contractor shall direct specific attention, in writing or on resubmitted Shop Drawings, Product Data, Samples or similar submittals, to revisions other than those requested by the Architect on previous submittals. 4.7.11 Informational submittals upon which the Architect is not expected to take responsive action may be so identified in the Contract Documents. DHCD $100k-10Mil 6 of 24 00.72.00 7/01/2011 4.7.12 When professional certification of performance criteria of materials, systems or equipment is required by the Contract Documents, the Architect shall be entitled to rely upon the accuracy and completeness of such calculations and certifications. 4.8 SAMPLES AND TESTS 4.8.1 Materials to be used in the Work may be tested or inspected after reasonable notice by the Architect and may be rejected if they fail the specified tests. Except as otherwise provided in the Contract, all testing of material specifically requested by the Architect will be paid for by the Owner, except that the cost of testing of materials that fail the testing criteria shall be borne by the Contractor. If the Contractor requests permission to use a material that was not specified in the Contract Documents and the Architect requires testing of such material before approving its use, the Contractor shall pay for such testing. 4.8.2 The source of material proposed by the Contractor shall be designated in time to permit all required testing and inspection before the material is needed for incorporation into the Work. The Contractor shall have no claim for delays due to testing if it fails to designate the proposed source or to order the material in time to provide for adequate testing and inspection. Necessary arrangements shall be made to permit the Architect to make factory, shop, or other inspection of materials or equipment ordered for the Work, in process of manufacture or fabrication, or in storage elsewhere than the site of the Work. 4.8.3 The Contractor shall furnish the Architect with samples of the materials it proposes to use in the execution of the work in sufficient time to afford the Architect the opportunity to adequately review and, if necessary, arrange for testing of such materials. 4.9 DELIVERY AND STORAGE OF MATERIALS 4.9.1 Materials and equipment shall be progressively delivered to the site so that there will be neither delay in the progress of the Work nor an undue accumulation of materials that are not to be used within a reasonable time. 4.9.2 Materials stored off-site shall be stored at the expense of the Contractor in a manner that preserves their quality and fitness for the Work. Material shall be placed on wooden platforms or other hard clean surfaces and not on the ground and shall be properly protected. 4.9.3 If the Contractor requests the Architect's inspection of materials stored off-site, the Contractor shall assume the Architect's reasonable costs for travel, room, and meals associated with such inspection. 4.9.4 Materials stored either at the site or at some other location agreed upon in writing shall be located so as to facilitate prompt inspection and may again be inspected prior to their use in the work. 4.9.5 The Contractor shall take charge of and be liable for any loss of or injury to the materials delivered at or in the vicinity of the place where the Work is being done and shall notify the Architect as soon as any such materials are so delivered and allow them to be examined by the Architect. 4.9.6 Payment for stored materials shall be made in accordance with Paragraph 10.4. 4.10 WARRANTY The Contractor warrants to the Owner and Architect that materials and equipment furnished under the Contract will be of good quality and new unless otherwise required or permitted by the Contract Documents, that the Work will be free from defects not inherent in the quality required or permitted, and that the Work will conform with the requirements of the Contract Documents. Work not conforming to these requirements, including substitutions not properly approved and authorized, may be considered defective. If required by the Architect, the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. 4.11 REJECTION OF DEFECTIVE MATERIALS The Architect may reject materials if the Architect reasonably determines that such materials do not conform to the Contract Documents. No rejected materials, the defects of which have been subsequently corrected, shall be used in the Work except with the written permission of the Architect. No extra time shall be allowed for completion of the Work due to the rejection of non-conforming materials. 4.12 REJECTION OF DEFECTIVE WORK The Architect's inspection of the Work shall not relieve the Contractor of any of its responsibilities to fulfill the Contract obligations, and defective work shall be corrected. Unsuitable work may be rejected by the Architect, notwithstanding that such work and materials have been previously overlooked or misjudged by the Architect and accepted for payment. If the Work or any part thereof shall be found defective at any time before the final acceptance of the whole Work, the Contractor shall forthwith correct such defect in a manner satisfactory to the Architect, and if any material brought upon the site for use in the Work, or selected for the same, shall be rejected by the Architect as unsuitable or not in conformity with the Contract requirements, the Contractor shall forthwith remove such materials from the vicinity of the Work. DHCD $100k-10Mil 7 of 24 00.72.00 7/01/2011 4.13 MATERIALS ATTACHED OR AFFIXED TO THE WORK Nothing in this Contract shall be construed as vesting in the Contractor any right of property in the materials used after they have been attached or affixed to the Work or the soil; but all such materials shall, upon being so attached or affixed, become the property of the Owner. 4.14 SALES TAX EXEMPTION AND OTHER TAXES 4.14.1 To the extent that materials and supplies are used or incorporated in the performance of this Contract, the Contractor is considered an exempt purchaser under the Massachusetts Sales Act, Chapter 14 of the Acts of 1966. 4.14.2 The Contractor shall be responsible for paying all other taxes and tariffs of any sort, related to the work. 4.15 DOCUMENTS AND SAMPLES AT THE SITE The Contractor shall maintain at the site for the use and information of the Owner, one record copy of the Drawings, Specifications, Addenda, Change Orders, and other Contract Modifications, in good order and marked currently to record changes and selections made during construction, and in addition approved Shop Drawings, Product Data, Samples, updated construction schedule, and similar required submittals. These shall be available to the Architect and shall be delivered to the Architect for submittal to the Owner upon completion of the Work. 4.16 PERMITS, FEES, AND NOTICES 4.16.1 The Contractor (and the appropriate licensed subcontractor when applicable) shall secure and the Owner shall pay for any and all permits. The Contractor (and licensed subcontractor when applicable) shall secure and pay for all licenses, and other fees required for the proper execution of the Work. The Contractor shall coordinate all efforts required to obtain these permits including having the permit issued in the name of the Contractor or appropriate subcontractor. 4.16.2 The Contractor shall comply with and give notices required by laws, ordinances, rules, regulations, and lawful orders of public authorities bearing on performance of the Work. 4.16.3 It is not the Contractor's responsibility to ascertain that the Contract Documents are in accordance with applicable laws, statutes, ordinances, building codes, and rules and regulations. However, if the Contractor observes that portions of the Contract Documents are at variance therewith, the Contractor shall promptly notify the Architect and Owner in writing, and necessary changes shall be accomplished by appropriate Modification. 4.16.4 If the Contractor performs Work knowing it to be contrary to laws, statutes, ordinances, building codes, and rules and regulations without such notice to the Architect and Owner, the Contractor shall assume full responsibility for such Work and shall bear the attributable costs. 4.17 DEBRIS, CHEMICAL WASTE 4.17.1 The Contractor shall not permit the accumulation of debris, both exterior and interior, and the work area shall at all times be kept satisfactorily clean. 4.17.2 The Contractor shall remove debris from the site of the work and legally dispose of it at any private or public dump that the Contractor may choose. The Contractor shall make all arrangements and obtain any approvals necessary for said disposal from the owners or officials in charge of such dumps and shall bear all cost, including fees resulting from such disposal. Garbage shall be removed daily. 4.17.3 No open fire shall be permitted on site. 4.17.4 Chemical Waste: Chemical waste shall be stored in corrosion resistant containers, removed from the Project site, and disposed of not less frequently than monthly unless directed otherwise. Disposal of chemical waste shall be in accordance with requirements of the U.S. Environmental Protection Agency (EPA) and the Massachusetts Department of Environmental Protection (DEP). Fueling and lubricating of vehicles and equipment shall be conducted in a manner that affords the maximum protection against spills and evaporation. Lubricants to be discarded or burned shall be disposed of in accordance with approved procedures meeting all applicable Federal, State and local regulations. In the event of an oil or hazardous materials spill large enough to violate Federal, State, or applicable local regulations, the Architect shall be notified immediately. The Contractor shall be responsible for immediately cleaning up any oil or hazardous waste spills resulting from its operations. Any costs incurred in cleaning up any such spills shall be borne by the Contractor. 4.18 SITE AND WEATHER PROTECTION 4.18.1 The Contractor shall take precaution during the execution of work involving demolition 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 the Architect. The Contractor shall provide and erect acceptable barricades, fences, signs, and other traffic devices to protect the work from traffic and the public as reasonably necessary and as required by the Massachusetts Building Code. 4.18.2 The Contractor shall install weather protection and provide adequate heat in the protected area from November 1 to March 31 as required by M.G.L. c.149 §44G. DHCD $100k-10Mil 8 of 24 00.72.00 7/01/2011 4.19 ARCHAEOLOGICAL AND HISTORICAL RESOURCES All items having any apparent historical or archaeological interest which are discovered in the course of any construction activities shall be carefully preserved and reported immediately to the Architect for determination of appropriate actions to be taken. 4.20 SAFETY REQUIREMENTS 4.20.1 The Contractor must comply with all Federal, State, and Local safety laws and regulations of the applicable to work performed under this Contract. 4.20.2 If the Contractor uses or stores toxic or hazardous substances it is subject to M.G.L. c.111F §2, the "Right to Know" law and regulations promulgated by the Department of Public Health, 105 CMR 670, the Department of Environmental Protection, 310 CMR 33, and the Department of Labor and Workforce Development, 441 CMR 21; and must post a Workplace Notice obtainable from the Department of Labor and Workforce Development. 4.20.3 The Contractor must comply with Dig-Safe Laws. Dig-Safe is the Utility Underground Plant Damage Prevention System, 331 Montvale Ave., Woburn, MA 01801, 1.888.344.7233. The Contractor must notify Dig-Safe of contemplated excavation, demolition, or explosive work in public or private ways, and in any utility company right of way or easement, by certified mail, with a copy to Department of Environmental Protection (DEP). This notice must be given at least 72 hours prior to the work, but not more than sixty days before the work is to be done. Such notice shall state the name of the street or the route number of the way and an accurate description of the location and nature of the proposed work. Dig-Safe is required to respond to the notice within 72 hours of receipt by designating the location of pipes, mains, wires or conduits at the site. The Contractor shall not commence work until Dig-Safe has responded. The work shall be performed in such manner and with reasonable precautions taken to avoid damage to utilities under the surface at the work location. The Contractor shall provide the Superintendent with current Dig-Safe regulations, and a copy of M.G.L. c.82 §40. Any costs related to the services performed by Dig-Safe shall be borne by the Contractor. 4.20.4 This project is subject to compliance with Public Law 92-596 "Occupational Safety and Health Act of 1970" (OSHA), with respect to all rules and regulations pertaining to construction, U.S. Code Title 29, sections 651 et seq. including Volume 36, numbers 75 and 105, of the Federal Register as amended, and as published by the U.S. Department of Labor. 4.20.5 If this Project requires the containment or removal of asbestos or material containing asbestos, lead or waste containing lead based paint, the Contractor shall ensure that the person or company performing the asbestos or lead related services is licensed pursuant to applicable State laws and regulations. 4.21 ACCESS TO WORK The Contractor shall provide the Owner and Architect access to the Work at all times and shall cooperate with the Owner whenever the Owner invites visitors to the site. ARTICLE 5 ADMINISTRATION OF THE CONTRACT 5.1 ARCHITECT The Architect is the person or entity licensed to practice architecture or engineering, who is responsible for performing the duties assigned to the Architect by the Contract Documents. 5.2 COMMUNICATIONS FACILITATING CONTRACT ADMINISTRATION Except as otherwise provided in the Contract Documents or when direct communications have been specially authorized, the Owner and Contractor shall communicate through the Architect. Communications by and with the Architect's consultants shall be through the Architect. Communications by and with Subcontractors and material suppliers shall be through the Contractor. Communications by and with separate contractors shall be through the Owner. 5.3 ARCHITECT'S ADMINISTRATION OF THE CONTRACT 5.3.1 The Architect will provide administration of the Contract as described in the Contract Documents, and will be the Owner's representative (1) during construction, (2) until final payment is due and (3) with the Owner's concurrence, from time to time during the guaranty period described in Article 11. The Architect will advise and consult with the Owner. DHCD $100k-10Mil 9 of 24 00.72.00 7/01/2011 5.3.2 The Architect will regularly visit the site, conduct job meetings, and keep the Owner informed of the progress and quality of the Work, and will endeavor to guard the Owner against defects and deficiencies in the Work. The Architect's minutes of meetings shall be the official minutes kept on the Project. 5.3.3 Based on the Architect's observations and evaluations of the Contractor's Applications for Payment, the Architect will review and certify the amounts due the Contractor and will submit to the Owner and the Department for their consideration Certificates for Payment in such amounts as the Architect determines appropriate. 5.3.4 The Architect shall reject Work which does not conform to the Contract Documents. Whenever the Architect considers it necessary or advisable to achieve the intent of the Contract Documents, the Architect will have authority to require additional inspection or testing of the Work in accordance with Paragraph 4.8. 5.3.5 The Architect will review and approve or take other appropriate action upon the Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for the limited purpose of checking such submittals for conformance with the information given and the design concept expressed in the Contract Documents. This review shall be in accordance with the provisions of Subparagraph 4.6.3 and the procedures described in Section 01.33.00 of the Specifications, and shall not relieve the Contractor from compliance with the requirements of the Contract Documents. 5.3.6 The Architect will prepare Change Orders and Construction Change Directives, and may authorize Minor Changes in the Work as provided in Paragraph 8.1. 5.3.7 The Architect will conduct inspections to determine the date or dates of Substantial Completion and the date of Final Completion, will receive and forward to the Owner for the Owner's review and records written warranties and related documents required by the Contract and assembled by the Contractor, and will issue a final Certificate for Payment upon the Contractor's compliance with the requirements of the Contract Documents. 5.3.8 If the Owner, Architect, and Department agree, the Owner may provide one or more project representatives to assist in carrying out the Architect's responsibilities at the site. The duties, responsibilities, and limitations of authority of such project representatives shall be as described in the Construction Handbook and explained at the pre-construction conference. 5.3.9 The Architect will interpret and decide matters concerning performance under and requirements of the Contract Documents on written request of either the Owner or Contractor. The Architect's written response to such requests will be made within the thirty day time limit prescribed in Paragraph 8.6.3. 5.3.10 The Architect's decisions on matters relating to aesthetic effect will be final if consistent with the intent expressed in the Contract Documents. 5.4 PROCEDURES AND PRACTICES The Department's procedures, forms, and practices which must be employed on the Project are described in the Construction Handbook, and will be explained at the pre-construction conference. 5.5 PRECONSTRUCTION CONFERENCE Prior to commencement of the Work, the Contractor shall meet in conference with representatives of the Owner, Department, and Architect to discuss and develop mutual understandings relative to administration of the quality assurance program, safety program, labor provisions, the schedule of work, and other Contract procedures. ARTICLE 6 SUBCONTRACTORS 6.1 DEFINITION 6.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion of the work at the site. 6.1.2 The Contractor shall require each Subcontractor to be bound to the Contractor by the terms of the Contract Documents, and to assume toward the Contractor all the obligations and responsibilities which the Contractor assumes toward the Owner and the Architect.6.1.3 Subcontracts between the Contractor and a filed sub-bidder shall be in the form required by M.G.L c.149 §44F. 6.2 CONTINGENT ASSIGNMENT OF SUBCONTRACTS Each subcontract agreement for a portion of the Work is assigned by the Contractor to the Owner provided that: .1 assignment is effective only after termination of the Contract by the Owner for cause pursuant to Paragraph 19.1 and only for those subcontract agreements which the Owner accepts by notifying the Subcontractor in writing; and .2 assignment is subject to the prior rights of the surety obligated under bond relating to the Contract. DHCD $100k-10Mil 10 of 24 00.72.00 7/01/2011 ARTICLE 7 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 7.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS 7.1.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces, and to award separate contracts in connection with other portions of the Project or other construction or operations on the site. If the Contractor claims that delay or additional cost is involved because of such action by the Owner, the Contractor shall make such claim as provided elsewhere in the Contract Documents. 7.1.2 The Owner shall provide for coordination of the activities of the Owner's own forces and of each separate contractor with the Work of the Contractor, who shall cooperate with them. The Contractor shall participate with other separate contractors and the Owner in reviewing and coordinating their construction schedules with one another when directed to do so. 7.2 MUTUAL RESPONSIBILITY 7.2.1 The Contractor shall afford the Owner and separate contractors reasonable opportunity for introduction and storage of their materials and equipment and performance of their activities and shall connect and coordinate the Contractor's construction and operations with theirs as required by the Contract Documents. 7.2.2 If part of the Contractor's Work depends on proper execution or results upon construction or operations by the Owner or a separate contractor, the Contractor shall, prior to proceeding with that portion of the Work, promptly report to the Architect apparent discrepancies or defects in such other construction that would render it unsuitable for such proper execution and results. Failure of the Contractor to so report shall constitute an acknowledgment that the Owner's or separate contractors' completed or partially completed construction is fit and proper to receive the Contractor's Work, except as to defects not then reasonably discoverable. 7.2.3 The Contractor shall promptly remedy damage wrongfully caused by the Contractor to completed or partially completed construction or to property of the Owner or separate contractors ARTICLE 8 CHANGES IN THE WORK 8.1 CHANGES - DEFINITIONS 8.1.1 All changes in the work, including any increase, decrease, or other equitable adjustment in the Contract Sum or in the time for performing the Contract, shall be authorized in the form of one, or a combination of, the following written instruments: Change Order, Construction Change Directive, or a Minor Change in the Work. The term "equitable adjustment" as used in this paragraph shall include all adjustments to the Contract Sum or time to which the Contractor is entitled pursuant to M.G.L. c.30 §§39N and 39O and such equitable adjustment shall be made in accordance with the provisions of this Article. 8.1.2 A Minor Change is a written order binding on the Owner and Contractor issued by the Architect, with the concurrence of the Construction Advisor, not involving adjustment in the Contract Sum or extension of the Contract Time and not inconsistent with the intent of the Contract Documents. The Contractor shall carry out such written orders promptly. 8.1.3 A Change Order is a written instrument prepared by the Architect and signed by the Owner, Department, Contractor, and Architect, stating their agreement regarding a change in the work, including a change in the Contract Sum or Contract Time. 8.1.4 A Construction Change Directive is a written order prepared by the Architect and signed by the Owner, Architect, and Department, directing a change in the Work and stating a proposed basis for adjustment, if any, in the Contract Sum, or Contract Time, or both. The Owner may, by Construction Change Directive, and without invalidating the Contract, order changes in the Work within the general scope of the Contract consisting of additions, deletions or other revisions, the Contract Sum and Contract Time being adjusted accordingly. 8.1.5 A Change Order shall be based upon agreement among the Owner, Contractor, Architect, and Department; a Construction Change Directive requires agreement by the Owner, Architect, and the Department, and may or may not be agreed to by the Contractor; an order for a Minor Change in the Work may be issued by the Architect with the concurrence of the Construction Advisor. 8.1.6 Change Orders and Construction Change Directives must be counter-signed by the Administrator in accordance with Subparagraph 3.3.1, to be effective. DHCD $100k-10Mil 11 of 24 00.72.00 7/01/2011 8.2 REQUEST FOR A CHANGE IN THE WORK A change order request shall be in writing and may originate with the Owner, the Department, the Architect, or the Contractor. If such a request would cause a change in the Contract Sum, the Contractor shall promptly submit to the Architect its cost and pricing data for such proposed change. Such data shall be accurate, current and complete at the time of submission and shall be computed in accordance with Subparagraph 8.3.1. 8.3 METHOD FOR DETERMINING AMOUNT OF CHANGE 8.3.1 Changes in the Contract Sum shall be calculated in accordance with one or a combination of the following methods, as determined by the Architect: .1 Lump sum basis, provided the lump sum amount shall include the estimated cost of the change, broken down by Items a through i in the following Subparagraph .3. .2 Unit price basis, to be adjusted in accordance with contract unit prices, or other agreed upon unit prices provided that the unit prices shall be inclusive of all costs related to such equitable adjustment. .3 Time and materials basis, on a not-to-exceed predetermined upset amount determined by the Architect, to be subsequently adjusted on the basis of the Contractor's actual costs based on the following items a though i: a.Cost of labor at the rates found elsewhere in this document, including foremen; b.Costs of materials, supplies and equipment, including cost of transportation, whether incorporated or consumed; c.Rental cost of machinery and equipment, exclusive of hand tools, whether rented from the Contractor or others. d.A percent of the net increase or decrease of Item a to cover Worker's Compensation, F.I.C.A., and unemployment contributions. e.The percentage for Worker's Compensation in Item d above shall not exceed the standard manual rate for the involved trade, as set by the Worker's Compensation Rating and Inspection Bureau of Massachusetts. This rate shall not include any surcharges such as experience modifications and all risk factor adjustment programs, etc. f.For work performed by the Contractor's own forces, there shall be added an amount of 15% of items a - d for overhead, superintendence, and profit. g.For work performed by any Subcontractor, there shall be added an amount of 15% of the Subcontractor's costs for Items a - d for the Subcontractor's overhead, superintendence and profit. The Contractor shall be entitled to an additional 10% mark-up on the total amount of the Subcontractor's price as compensation for assuming full responsibility and supervision for the Subcontractor's work. h.Actual increases in the premium costs for performance and payment bonds required of the Contractor and filed Subcontractors, provided there will be an appropriate credit for reduced premiums for a credit change order. i.On any change in the Contract Sum that involves a credit, the amount of the credit will not include an overhead and profit factor, however, the credit will include an amount for item d. which shall not be less than 25% of item a. 8.3.2 The method provided in Subparagraph 8.3.1, for compensating the Contractor and Subcontractors for changes in the Work, shall be considered to adequately compensate the Contractor and Subcontractors for any and all costs directly, indirectly, or consequentially related to, or caused by, such change in the work. 8.4 WORK PERFORMED UNDER PROTEST The Contractor shall perform all work as directed by the Architect, and if the Architect determines that certain work for which the Contractor has requested a change order does not represent a change in the Contract, or if the Contractor and the Architect cannot agree to the amount of compensation for a change order, the Contractor shall perform said work under protest and must follow the notice requirements and maintain the records required by Subparagraph 8.7.3. 8.5 STATUTORY CHANGE ORDER PROVISIONS The Contractor's attention is directed to the Massachusetts General Laws Chapter 30, §§ 39I, 39J, 39N, 39O and 39P, the provisions of which apply to this Contract. 8.6 DIFFERING SITE CONDITIONS, M.G.L. c.30 §39N 8.6.1 If, during the progress of the Work, the Contractor or the Owner discovers that the actual subsurface or latent physical conditions encountered at the site differ substantially or materially from those shown on the plans or indicated in the Contract Documents, either the Contractor or the Owner may request an appropriate time extension and an equitable adjustment in the Contract Sum applying to work affected by the differing site conditions. A request for such an adjustment shall be in writing and shall be delivered by the party making such claim to the other party as soon as possible after such conditions are discovered. 8.6.2 Upon receipt of such a claim from a Contractor, or upon its own initiative, the Owner shall make an investigation of such physical conditions, and, if they differ substantially or materially from those shown on the plans or indicated in the Contract Documents or from those ordinarily encountered and generally recognized as inherent in work of the character DHCD $100k-10Mil 12 of 24 00.72.00 7/01/2011 provided for in the plans and Contract Documents and are of such nature as to cause an increase or decrease in the cost of performance of the work or a change in the construction methods required for the performance of the work which results in an increase or decrease in the cost of the work, the Owner shall upon submission by the Contractor of a properly submitted Change Order request, make an equitable adjustment in the Contract Sum and the Contract shall be modified in writing accordingly. 8.6.3 TIMELY DECISION BY OWNER. M.G.L. c.30 §39P Whenever this Contract requires the Owner or its Architect to make a decision during construction of the Project, on interpretation of the specifications, approval of equipment, material or any other approval, or progress of the work, that decision shall be made promptly and, in any event, no later than thirty days after receipt of a written submission for such decision by the Contractor; but if such decision requires extended investigation and study, the Owner or the Architect shall, within thirty days after the receipt of the submission, give the Contractor written notice of the reasons why the decision cannot be made within the thirty day period and the date by which the decision will be made. 8.7 CLAIMS 8.7.1 If the Contractor has any claim or dispute of any nature arising under this Contract, including a claim based on the Owner's failure or refusal to approve a change order request of the Contractor, in full or in part, the Contractor shall submit such claim or dispute to the Architect, in the form of a change order request, for initial review and consideration, subject to further appeal to the Administrator. If the Contractor is not satisfied with the Architect’s decision or, if the Architect fails to render a decision within thirty days after receiving written notice of such claim or dispute from the Contractor, the Contractor may file a written request for a decision with the Department pursuant to Subparagraph 8.7.2. 8.7.2 Appeal of an Architect's decision under Subparagraph 8.7.1 must be made directly to the Administrator by certified mail, copy to the Architect and Owner, within twenty-one (21) calendar days after the date on which the party making the appeal receives the Architect's written decision or within twenty-one (21) days after the thirty (30) day non-decision period noted in 8.7.1. Failure to appeal within this period will result in the Architect's decision becoming final and binding upon the Owner and the Contractor. 8.7.3 Pending resolution of the claim or dispute, the Contractor must proceed with the disputed Work, as directed by the Architect. The Contractor must give written notice to the Department and the Architect stating that it is proceeding with the disputed work under protest. Accurate records of the nature and extent of the disputed Work and of the time spent and equipment used on the disputed Work shall be maintained by the superintendent and verified daily by the Project Representative, or the Owner's designee. Failure of the Contractor to maintain such records shall cause the Contractor to forfeit its claim to additional compensation for such disputed work. 8.7.4 Meetings or administrative conferences held by the Department to review the basis of the claim or dispute are conducted in accordance with the procedure described in the Construction Handbook. Such conferences are not subject to the State Administrative Procedures Act. 8.7.5 At the conclusion of these proceedings, the Department shall issue a decision which shall be final under the Contract. The matter may then be appealed to a court of competent jurisdiction. 8.7.6 Requests for administrative conferences by subcontractors must be made by the Contractor; subcontractors cannot make such requests directly. ARTICLE 9 TIME, SCHEDULES, AND COMPLETION 9.1 DEFINITIONS 9.1.1 Unless otherwise provided, Contract Time is the period of time, as extended by approved Change Order, allotted in the Contract Documents for Substantial Completion of the Work. 9.1.2 The date of commencement of the Work is the date established in the Notice to Proceed from the Owner. The commencement date shall not be postponed by the failure to act by the Contractor or by persons or entities for whom the Contractor is responsible. 9.1.3 The date of Substantial Completion is the date certified by the Architect in accordance with Subparagraph 9.6.7. 9.1.4 The term "day" as used in the Contract Documents shall mean calendar day unless otherwise specifically defined. 9.2. PROGRESS AND COMPLETION 9.2.1 Time limits stated in the Contract Documents are of the essence of the Contract. By executing the Contract the Contractor confirms that the Contract Time is a reasonable period for performing the Work. DHCD $100k-10Mil 13 of 24 00.72.00 7/01/2011 9.2.2 The Contractor shall proceed expeditiously with adequate forces and shall achieve Completion within the Contract Time. 9.3 DELAYS AND EXTENSIONS OF TIME 9.3.1 The Contractor shall be entitled to an extension of time for completion of the Work because of; .1 acts of God; .2 labor disputes; .3 abnormal weather conditions; or .4 acts of neglect of the Owner, Architect, or Department as described in Subparagraph 8.6.3. 9.3.1.5 Except in unusual circumstances, delays caused by suppliers, Subcontractors and sub-subcontractors shall be considered to be within the control of the Contractor. 9.3.1.6 Should the Contractor require additional time to complete the Work, the Contractor shall document the reasons therefor and request an extension of time at the time the alleged delay occurs, as provided in this Article and Article 8. 9.3.1.7 Failure to notify the Architect of any delay as provided in this Article shall preclude the Contractor from subsequently claiming any damages due to said delay. 9.3.1.8 Requests for extensions of time shall be submitted as a change order request to the Architect under Article 8 for the Owner's consideration. 9.3.2 CONTRACTOR'S LIABILITY FOR DELAYS The Contractor shall be liable for, and shall pay, to the Owner, all of the Owner's Project related costs incurred after the time stipulated for Substantial Completion, as extended by Change Order. Such costs shall include: fees paid to the Architect as extra services for inspection services and administration of the Contract, at the rate stipulated in the Contract for Architectural Services between the Owner and the Architect; the costs of the Project Representative at the current salary rate; lost rental income based on the average rent collected by the Owner, and/or increased rental subsidies and any other direct expenses. The Owner may retain from moneys otherwise due the Contractor whatever sums accrue to the Owner pursuant to this provision. The Contractor shall not be liable for costs for delay in performance for any period for which an extension of the Contract Time has been granted pursuant to the provisions of Subparagraph 9.3. 9.3.3 OWNER DELAYS 9.3.3.1 The Owner may delay the commencement of the Work, or any part thereof, due to unforeseen circumstances or conditions which have a bearing on the Work required under this Contract or for any other reason if it is deemed to be in the best interest of the Owner to do so. Except as expressly provided in the following Subparagraphs 9.3.3.2, 9.3.3.3, and 9.3.3.4, the Contractor shall have no claim for additional compensation on account of such delay, but shall be entitled to an extension of Contract Time as determined reasonable by the Architect. 9.3.3.2 The Contractor and the Owner agree that the following Subparagraphs provide the Contractor with the right to request additional compensation for Owner caused delays only in the following two circumstances: .1 When the Owner provides the Contractor with a written order to suspend or delay the Work, or a portion thereof, for a period of fifteen days or more. .2 When the Owner or its Architect fails to make a decision within the thirty day period described in Subparagraph 8.6.3 and such failure delays the Work, or a portion thereof, for fifteen days or more. 9.3.3.3 The Owner may, for its convenience, order the Contractor in writing to suspend, delay, or interrupt all or any part of the Work for such period of time as it may determine appropriate, provided however, that if there is a suspension, delay, or interruption for fifteen days or more, or there is a failure of the Owner to act within the time specified in this Contract, the Owner shall make an adjustment in the Contract Sum for any increase in the cost of performance of this Contract, but shall not include any profit to the Contractor on account of such increase; and provided further, that the Owner shall not make any adjustment in the Contract Sum under this provision for any suspension, delay, interruption, or failure to act to the extent that such is due to any cause for which this Contract provides for an equitable adjustment of the Contract Sum under any other Contract provisions. M.G.L. c.30 §39O (a). 9.3.3.4 The Contractor must submit the amount of a claim under Subparagraph 9.3.3.3 to the Owner in writing as soon as practicable after the end of the suspension, delay, interruption, or failure to act and, in any event, not later than the date of final payment under this Contract and except for costs due to a suspension order, the Owner shall not approve any costs in the claim incurred more than twenty days before the Contractor notified the Owner in writing of the act or failure to act involved in the claim. M.G.L. c.30 §39O (b). 9.3.3.5 The Owner and the Contractor agree that the preceding Subparagraph 9.3.3.4 places a burden on the Contractor to inform the Owner, whenever the Contractor considers that an action or inaction of the Owner or its Architect could result or has resulted in a delay in the Project, thereby providing the Owner with the opportunity to take action to avoid or lessen the time extensions or damages that might be associated with such action or inaction. DHCD $100k-10Mil 14 of 24 00.72.00 7/01/2011 9.3.3.6 The Contractor must file any claim for additional compensation made pursuant to Subparagraph 9.3.3.4 as a Change Order request. The amount of any such claim shall be calculated only in accordance with the provisions of Subparagraph 8.3.1.3 items a through i, and shall be subject to the provisions of Subparagraph 8.3.2. 9.4 CONSTRUCTION AND PAYMENT SCHEDULES 9.4.1 Prior to commencement of the Work the Contractor shall submit to the Architect a construction schedule in bar graph form, satisfactory to the Architect, showing in detail the proposed progress for the construction of the various parts of the Work, the proposed times for receiving materials required, and the interrelationship between the various construction operations and the percentage of completion and the dollar value of the completed work on the first day of each month for each section of the specifications and the entire Work. Submission of said schedule shall be a condition precedent to approval of the Contractor's first application for payment. 9.4.2 At the end of each month, or more often if required, the Contractor shall furnish the Architect an updated schedule showing actual progress of the various parts of the Work in comparison with the originally proposed progress and payment schedules. If the Architect raises any objections to progress or payment schedules submitted by the Contractor, the Contractor shall immediately address and resolve such objections to the reasonable satisfaction of the Architect. 9.4.3 If the Contractor submits a construction schedule that anticipates Substantial Completion before the date established in the Owner's Notice to Proceed, the Contractor shall have no claim for additional compensation on account of any delays that prevent Substantial Completion before the date set in said Owner's Notice to Proceed. 9.5 USE AND OCCUPANCY 9.5.1 Prior to the date of Substantial Completion of the entire Project stipulated in the Notice to Proceed, the Owner shall have the right, from time to time, to occupy and use any portion of the Project as the Work in connection therewith is substantially completed, provided such use and occupancy does not unduly interfere with the Contractor's operations. 9.5.2 The Architect will, prior to any such use and occupancy, give written notice to the Contractor, indicating the areas intended to be occupied and used, and the intended commencement date of such use and occupancy. Occupancy and use shall not commence prior to a time mutually agreed to by the Owner and the Contractor. 9.5.3 Upon receipt of such notice of intent, the Contractor shall promptly secure and submit to the Architect endorsement from the insurance carrier permitting use and occupancy of the Work, or any designated portion thereof, by the Owner prior to Substantial Completion of the entire Project. The Contractor shall be permitted to cancel its special perils insurance for that portion of the Project used and/or occupied by the Owner. 9.5.4 Partial or entire use and occupancy by the Owner shall not constitute an acceptance of Work not completed in accordance with the Contract Documents nor relieve the Contractor from the obligation of performing any Work required by the Contract but not completed at the time of use and occupancy. Before such use and occupancy, the Architect will give the Contractor a list of items to be completed prior to Final Completion occurring in the areas to be occupied. 9.5.5 The Contractor shall be relieved of all maintenance costs of the portion of the Project occupied under the provisions of this Article. 9.5.6 The Contractor shall not be responsible for wear and tear or damage resulting solely from such use and occupancy. 9.5.7 The Contract Sum will be adjusted by mutually acceptable arrangements between the Owner and the Contractor with respect to heat, electricity, and water furnished by the Contractor to the portion of the Work so occupied. 9.5.8 When any portion of the building is in condition to receive fittings, appliances, furniture, or other property to be furnished and installed by the Owner under separate contracts, the Contractor shall allow the Owner to bring such items into the building and shall provide all reasonable facilities and protection therefor. 9.6 SUBSTANTIAL COMPLETION 9.6.1 Substantial Completion is the stage in the progress of the Work when, in the opinion of the Architect, the Work is sufficiently complete in accordance with the Contract Documents so the Owner can occupy or utilize the Work for its intended use. 9.6.2 When the Contractor considers that the Work, or a portion thereof which the Owner agrees to accept separately, is substantially complete, the Contractor shall prepare and submit to the Architect a comprehensive list of items to be completed or corrected. The Contractor shall proceed promptly to complete and correct items on the list. Failure to include an item on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. 9.6.3 Upon receipt of the Contractor's list of items to be completed or corrected, the Architect will promptly make a thorough inspection and prepare a "punch list", setting forth in accurate detail any items on the Contractor's list and additional items that are not acceptable or are incomplete. DHCD $100k-10Mil 15 of 24 00.72.00 7/01/2011 9.6.4 If, after receipt of the Contractor's list, the Architect determines that the Work is not substantially complete, the Architect shall inform the Contractor of those items that must be completed before the Architect will prepare a punch list. Upon completion of those items, the Contractor shall again request the Architect to prepare the punch list. 9.6.5 When the punch list has been prepared, the Contractor will arrange a meeting with the Architect and Subcontractors to identify and explain all punch list items and address questions on the work which must be done before final acceptance. 9.6.6 The Architect may revise the punch list, from time to time, to ensure that all items of the Work are properly completed. 9.6.7 The Architect will prepare a Certificate of Substantial Completion which shall establish the date of Substantial Completion, shall establish responsibilities of the Owner and Contractor for security, maintenance, heat, utilities, damage to the Work and insurance, and shall fix the time within which the Contractor shall finish all items on the list accompanying the Certificate within the provisions of Subparagraph 9.7.2. 9.6.8 Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. The Certificate of Substantial Completion shall be submitted to the Owner and Contractor for their written acceptance of responsibilities assigned to them in such Certificate and shall be subject to the approval of the Department. 9.7 FINAL COMPLETION 9.7.1 After the Architect has certified that the Work is substantially complete, the Contractor shall immediately proceed to complete all the remaining items of Work as determined by the Architect, including items authorized by Change Orders, Construction Change Directives, or items disputed by the Contractor. 9.7.2 The Contractor shall complete all the remaining items of Work described in Subparagraph 9.7.1, as soon as possible, and in any event within one hundred and twenty days after Substantial Completion, unless the Architect determines that a shorter time period for completion is appropriate, in which event the Contractor must complete the Contract work within such period. The Architect may extend such one hundred and twenty day period if the Architect determines that such extension is justified. 9.7.3 If the Contractor fails to complete the remaining items of Work within the time period provided in Subparagraph 9.7.2, the Owner may arrange for other contractors to complete such items and the direct and indirect costs of such completion shall be charged against the balance due the Contractor or, if no such balance remains, the Contractor shall pay the Owner the costs of such completion. 9.7.4 As an alternative to the procedure described in Subparagraph 9.7.3, the Owner may invoke the performance bond of the Contractor and demand that the surety shall complete the remaining items of work in a timely manner. 9.7.5 The Architect will conduct up to three (3) inspections of completed punchlist items. The Contractor shall be responsible for the costs of additional inspections required to verify successful completion of the punchlist. ARTICLE 10 PAYMENTS 10.1 CONTRACT SUM The Contract Sum is stated in the Owner-Contractor Agreement and, including authorized adjustments, is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents. 10.2 SCHEDULE OF VALUES 10.2.1 Before the first Application for Payment, the Contractor shall submit to the Architect a schedule of values allocated to various portions of the Work, prepared in such form and supported by such data to substantiate its accuracy as the Architect may require. This schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Contractor's Applications for Payment. 10.2.2 The schedule of values shall contain a separate item for each Section of the Specifications broken down in such form as the Architect may require. Each item in the schedule of values shall include its proper share of overhead and profit. 10.3 APPLICATIONS FOR PAYMENT Once each month, on a date established at the beginning of the Work, the Contractor shall deliver to the Architect by hand or by registered or certified mail with return receipt, an itemized Application for Payment, supported by such data substantiating the Contractor's right to payment as the Architect may require, and reflecting retainage as provided in Subparagraph 10.6.1. DHCD $100k-10Mil 16 of 24 00.72.00 7/01/2011 Such Application for Payment shall be submitted on a form available from the Department, (a copy can be found in the Construction Handbook). The form shall show separately: .1 The value of labor and materials incorporated in the Work. .2 The value, kind, and quantity of each item of material or equipment not incorporated in the Work but delivered and suitably stored at the site, during the current pay period. .3 The value, kind, and quantity of each item of material or equipment not incorporated in the Work but suitably stored at some other location agreed upon in writing, during the current pay period. .4 All Change Orders approved up to the date of the Application for Payment. .5 The amounts approved for payment for each item on previous applications. 10.4 PAYMENT FOR STORED MATERIALS 10.4.1 The Contractor shall include in such Application for Payment only such materials as are incorporated in the Work. Except however, the Contractor may include the value of materials or equipment delivered at the site of the Work (or at some location agreed to in writing) upon delivery to the Owner of: .1 an acceptable Transfer of Title (see the Construction Handbook); and .2 receipted invoices or other acceptable proof of prior payment by the Contractor for such materials; and .3 a stored materials insurance binder (see subparagraph 16.5.2) that covers the materials for which payment is requested, that names the Owner and the Department as an insured party should the stored materials be subjected to any casualty, loss, or theft prior to their inclusion in the Work. 10.4.2 This material(s) or equipment must, in the judgment of the Architect: .1 meet the requirements of the Contract, including prior shop drawing, product data, and sample approval; and .2 be ready for use; and .3 be properly stored by the Contractor and adequately protected until incorporated into the Work. 10.4.3 Failure to comply with subparagraphs 10.4.1 and 10.4.2 may result in Certificates being changed in accordance with M.G.L. c.30 §39K. 10.5. CERTIFICATES FOR PAYMENT 10.5.1 The Architect shall mark the date of receipt on the Contractor's Application for Payment. The Architect will, within seven days after receipt of the Contractor's Application for Payment either, .1 issue to the Owner a Certificate for Payment, with a copy to the Contractor, for such amount as the Architect determines is properly due, or .2 return the application to the Contractor if it is not in proper form or contains computations not arithmetically correct; or .3 make changes to the application as provided in subparagraph 10.5.2. 10.5.2 The Architect shall notify the Contractor and Owner in writing of the Architect's reasons for withholding certification in whole or in part as provided in subparagraphs 10.6.1.2 and 10.6.1.3. 10.5.3 The Owner may make changes in any Application for Payment submitted by the Contractor in accordance with M.G.L. c.30 §39K, and the payment due on said Application for Payment shall be computed in accordance with the changes so made. The provisions of said Section 39K shall govern payments pursuant to Applications for Payment on which the Owner has made changes. 10.5.4 No certificate for payment nor any progress payment shall constitute acceptance of Work not in accordance with the Contract Documents. 10.6 STATUTORY PAYMENT PROVISIONS 10.6.1 After the Architect has issued a Certificate for Payment the Owner shall make payment to the Contractor in accordance with M.G.L. c.30 §39K which provides as follows: .1 Within thirty 30 days after receipt from the Contractor, at the place designated by the Owner if such a place is so designated, of a periodic estimate requesting payment of the amount due for the preceding month, the Owner will make a periodic payment to the Contractor for the Work performed during the preceding month and for the materials not incorporated in the Work but delivered and suitably stored at the site (or at some location agreed upon in writing) to which the Contractor has title or to which a Subcontractor has title and has authorized the Contractor to transfer title to the Owner, less (1) a retention based on its estimate of the fair value of its claims against the Contractor and less (2) a retention for direct payments to Subcontractors based on demands for same in accordance with the provisions of Section 39F, and less (3) a retention not exceeding five percent (5%) of the approved amount of the periodic payment. DHCD $100k-10Mil 17 of 24 00.72.00 7/01/2011 .2 After the receipt of a periodic estimate requesting final payment and within 65 days after (a) the Contractor fully completes the Work or substantially completes the work so that the value of the Work remaining to be done is, in the estimate of the Owner, less than one percent (1%) of the original Contract Sum, or (b) the Contractor substantially completes the Work and the Owner takes possession for occupancy, whichever occurs first, the Owner shall pay the Contractor the entire balance due on the Contract less, (1) a retention based on its estimate of the fair value of its claims against the Contractor and of the cost of completing the incomplete and unsatisfactory items of Work less (2) a retention for direct payments to Subcontractors based on demands for same in accordance with the provisions of Section 39F, or based on the record of payments by the Contractor to the Subcontractors under this Contract if such record of payment indicates that the Contractor has not paid Subcontractors as provided in Section 39F. .3 If the Owner fails to make payment as herein provided, there shall be added to each such payment daily interest at the rate of three percentage points above the rediscount rate then charged by the Federal Reserve Bank of Boston commencing on the first day after said payment is due and continuing until the payment is delivered or mailed to the Contractor; provided, that no interest shall be due, in any event, on the amount due on a periodic estimate for final payment until thirty days after receipt of such a periodic estimate from the Contractor, at the place designated by the Owner if such a place is so designated. The Contractor agrees to pay to each Subcontractor a portion of any such interest paid in accordance with the amount due each Subcontractor. 10.6.2 DIRECT PAYMENT TO SUBCONTRACTORS 10.6.2.1 The Contractor shall make payments to filed Subcontractors in accordance with M.G.L c.30 §39F which provides as follows: .1 Forthwith after the Contractor receives payment on account of a periodic estimate, the Contractor shall pay to each Subcontractor the amount paid for the labor performed and the materials furnished by the Subcontractor, less any amount specified in any court proceedings barring such payment and also less any amount claimed due from the Subcontractor by the Contractor. .2 Not later than the 65th day after each Subcontractor substantially completes the Work in accordance with the plans and specifications, the entire balance due under the subcontract less amounts retained by the Owner as the estimated cost of completing the incomplete and unsatisfactory items of Work, shall be due the Subcontractor and the Owner shall pay that amount to the Contractor. The Contractor shall forthwith pay to the Subcontractor the full amount received from the Owner less any amount specified in any court proceedings barring such payment and also less any amount claimed due from the Subcontractor by the Contractor. .3 Each payment made by the Owner to the Contractor pursuant to Subparagraphs .1 and .2 of this paragraph for the labor performed and the materials furnished by a Subcontractor shall be made to the Contractor for the account of that Subcontractor and the Owner shall take reasonable steps to compel the Contractor to make each such payment to each such Subcontractor. If the Owner has received a demand for direct payment from a Subcontractor for any amount which has already been included in a payment to the Contractor or which is to be included in a payment to the Contractor for payment to the Subcontractor as provided in Subparagraphs .1 and .2, the Owner shall act upon the demand as provided in this section. .4 If, within 70 days after the Subcontractor has substantially completed the Subcontract Work, the Subcontractor has not received from the Contractor the balance due under the Subcontract including any amount due for extra labor and materials furnished to the Contractor, less any amount retained by the Owner as the estimated cost of completing the incomplete and unsatisfactory items of Work, the Subcontractor may demand direct payment of that balance from the Owner. The demand shall be by a sworn statement delivered to or sent by certified mail to the Owner, and a copy shall be valid even if delivered or mailed prior to the seventieth day after the Subcontractor has substantially completed the Subcontract Work. Within ten days after the Subcontractor has delivered or so mailed a copy to the Contractor, the Contractor may reply to the demand. The reply shall be by a sworn statement delivered to or sent by certified mail to the Owner, and a copy shall be delivered to or sent by certified mail to the Subcontractor at the same time. The reply shall contain a detailed breakdown of the balance due under the Subcontract including any amount due for extra labor and materials furnished to the Contractor and of the amount due for each claim made by the Contractor and of the amount due for each claim made by the Contractor against the Subcontractor. .5 Within 15 days after receipt of the demand by the Owner but in no event prior to the 70th day after substantial completion of the Subcontract Work, the Owner shall make direct payment to the Subcontractor of the balance due under the Subcontract including any amount due for extra labor and materials furnished to the Contractor, less any amount (i) retained by the Owner as the estimated cost of completing the incomplete or unsatisfactory items of Work, (ii) specified in any court proceedings barring such payment, or (iii) disputed by the Contractor in the sworn reply; provided, that the Owner shall not deduct from a direct payment any amount as provided in part (iii) if the reply is not sworn to, or for which the sworn reply does not contain the detailed breakdown required by Subparagraph .4. The Owner shall make further direct payments to the Subcontractor forthwith after the removal of the basis for deductions from direct payments made as provided in part (i) and (ii) of this Subparagraph. DHCD $100k-10Mil 18 of 24 00.72.00 7/01/2011 .6 The Owner shall forthwith deposit the amount deducted from a direct payment as provided in part (iii) of Subparagraph .5 in an interest-bearing joint account in the names of the Contractor and the Subcontractor in a bank in Massachusetts selected by the Owner or agreed upon by the Contractor and the Subcontractor and shall notify the Contractor and the Subcontractor of the date of the deposit and the bank receiving the deposit. The bank shall pay the amount in the account, including accrued interest, as provided in an agreement between the Contractor and the Subcontractor or as determined by decree of a court of competent jurisdiction. .7 All direct payments and all deductions from demands for direct payments deposited in an interest-bearing account or accounts in a bank pursuant to Subparagraph .6 shall be made out of amounts payable to the General Contractor at the time of receipt of a demand for direct payment from a Subcontractor or out of amounts which later become payable to the Contractor and in order of receipt of such demands from Subcontractors. All direct payments shall discharge the obligation of the Owner to the Contractor to the extent of such payment. .8 The Owner shall deduct from payments to the Contractor amounts which, together with the deposits in interest-bearing accounts pursuant to Subparagraph .6, are sufficient to satisfy all unpaid balances of demands for direct payment received from Subcontractors. All such amounts shall be earmarked for such direct payments, and the Subcontractors shall have a right to such deductions prior to any claims against such amounts by creditors of the Contractor. .9 If the Subcontractor does not receive payment as provided in Subparagraph .1 or if the Contractor does not submit a periodic estimate for the value of the labor and materials performed or furnished by the Subcontractor and the Subcontractor does not receive payment for same when due less the deductions provided for in Subparagraph .1, the Subcontractor may demand direct payment by following the procedure in Subparagraph .4 and the Contractor may file a sworn reply as provided in that same Subparagraph. A demand made after the first day of the month following that for which the Subcontractor performed or furnished the labor and materials for which the Subcontractor seeks payment shall be valid even if delivered or mailed prior to the time payment was due on a periodic estimate from the Contractor. Thereafter the Owner shall proceed as provided in Subparagraphs .5, .6, .7, and .8. 10.7 FINAL PAYMENT 10.7.1 Upon completion of the Work, the Contractor shall be entitled to payment of the Contract balance, in accordance with Subparagraph 10.6.1.2 and per the process described in Division 1 of the Specifications. 10.7.2 The acceptance by the Contractor of the last payment due under this Contract or the execution of the Final Certificate of Completion, shall operate as a release to the Owner, Department, and the Architect from all claims and liability related to this Contract. 10.8 PAYMENT LIABILITIES OF CONTRACTOR 10.8.1 The Contractor shall be responsible to the Owner for all expenses, losses, and damages incurred in consequence of any defect, omission, or mistake of the Contractor or any of its employees, Subcontractors, or suppliers. 10.8.2 The Owner may retain any moneys which would otherwise be payable under this Contract and apply the same, or so much as may be necessary therefor, to the payment of any expenses, losses, or damages incurred by the Owner as a direct result of the Contractor's failure to perform its obligations hereunder. ARTICLE 11 GUARANTEES AND WARRANTIES 11.1 GENERAL GUARANTY If at any time during the period of one (1) year from the date of Substantial Completion as defined in Paragraph 9.6, any part of the Work shall, in the reasonable determination of the Architect or Owner, require replacing or repairing due to the fact that it is broken, defective, or otherwise does not conform to the Contract Documents, the Owner will notify the Contractor to make the required repairs or replacement. 11.2 If the Contractor shall neglect to commence such repairs or replacement to the satisfaction of the Owner within ten (10) days from the date of giving or mailing such notice, then the Owner may employ other persons to make the same. 11.3 The Contractor agrees, upon demand, to pay to the Owner all amounts which the Owner expends for such repairs or replacements. 11.4 During this one year guarantee period any corrective work shall be performed in accordance with the applicable terms of this Contract. For items of work completed after use and occupancy has been taken, the one year guarantee shall commence at the time the Owner accepts such items. 11.5 This one year guarantee shall not limit any express guaranty or warranty provided elsewhere in the Contract. DHCD $100k-10Mil 19 of 24 00.72.00 7/01/2011 11.2 SPECIAL GUARANTEES AND WARRANTIES 11.2.1 Guarantees and warranties required in the various sections of the Specifications must be delivered to the Architect before final payment to the Contractor may be made, or in the case of guarantees and warranties which originate with a Subcontractor's section of the Work, before final payment for the amount of that subtrade or for the phase of Work to which the guarantee or warranty relates. 11.2.2 The failure to deliver a required guarantee or warranty shall constitute a failure to fully complete the Work in accordance with the Contract Documents. 11.2.3 The Contractor's obligation to correct Work as set forth in Paragraph 4.12 is in addition to, and not in substitution of, such guarantees or warranties as may be required in the various Sections of the Specifications. ARTICLE 12 MISCELLANEOUS LEGAL REQUIREMENTS 12.1 GENERAL The Contractor shall stay fully informed of all existing and future state and national laws and municipal ordinances and regulations in any manner affecting those engaged or employed in the work, or the materials used or employed in the work, or in any way affecting the conduct of the Work, and of all such orders and decrees of bodies or tribunals having any jurisdiction or authority over the Contract Work. All provisions of law that apply to this Contract are hereby made a part of this Contract. If any discrepancy or inconsistency is discovered in the Contract Documents in relation to any such law, ordinance, regulation, order or decree, the Contractor shall forthwith report the same to the Owner in writing. 12.1.1 The Contractor shall cause all of its agents and employees to observe and comply with all such existing and future laws, ordinances, regulations, orders and decrees. 12.2 CORPORATE DISCLOSURES The Contractor, if a foreign corporation, shall comply with M.G.L. c.181 §3 and §5, and M.G.L. c.30 §39L. 12.3 VETERANS PREFERENCE In the employment of mechanics and apprentices, teamsters, chauffeurs, and laborers in the construction of public works in the Commonwealth, preference shall first be given to citizens of the Commonwealth who have been residents of the Commonwealth for at least six months at the commencement of their employment and who are veterans as defined M.G.L. c.4 §7 (34), and who are qualified to perform the work to which the employment relates; and secondly, to citizens of the Commonwealth generally who have been residents of the Commonwealth for at least six months at the commencement of their employment, and if they cannot be obtained in sufficient numbers, then to citizens of the United States 12.4 PREVAILING WAGE RATES The Commissioner of the Department of Labor, Division of Occupational Safety has established the Schedule found in Division One of the Specifications, listing the prevailing minimum wage rates that must be paid to all workers employed on the Contract. Such Schedule shall continue to be the minimum rate of wages payable to workers on this Contract throughout the term of the Contract. The Contractor shall not have any claim for extra compensation from the Owner if the actual wages paid to employees on the Contract exceeds the rates listed on the Schedule. The Contractor shall cause a copy of said Schedule to be kept in a conspicuous place at the Project site during the term of the Contract. (See M.G.L c.149 §26-27H.) If reserve police officers are employed by the Contractor, they shall be paid the prevailing wage of regular police officers. (See M.G.L c.149 §34B). 12.5 VEHICLE AND EQUIPMENT OPERATORS If the Commissioner of the Department of Labor, Division of Occupational Safety has established a Schedule of wage rates to be paid to the operators of trucks, vehicles or equipment for this Project, the Contractor shall be obligated to pay such operators at least the minimum wage rate contained on such Schedule. (See M.G.L. c.149 §26-27H). 12.6 EIGHT HOUR DAY AND LODGING 12.6.1 No laborer, workman, mechanic, foreman or inspector working in the employment of the Contractor, Subcontractor or other person doing or contracting to do the whole or part of the Work, shall be required or permitted to work any more than eight hours in any one day, or more than 48 hours in any one week, or more than six days in any one week, except in cases of emergency. DHCD $100k-10Mil 20 of 24 00.72.00 7/01/2011 12.6.2 Every employee on the Work shall lodge, board, and trade where and with whom he/she elects, and the Contractor and any Subcontractor shall not directly or indirectly require, as a condition of employment, that an employee lodge, board, or trade at a particular place or with a particular person. 12.7 EXECUTIVE ORDERS The Contractor shall comply with the provisions of M.G.L. c.151B; Executive Order No. 524 Establishing the Massachusetts Supplier Diversity Program (SDP), Executive Order 526, Order regarding Non-Discrimination, Diversity, Equal Opportunity, and Affirmative Action; pertaining to minority and women owned business enterprises; Executive Order 527 establishing the Office of Access and Opportunity and Executive Order 481, prohibiting the use of undocumented workers on state contracts and all regulations promulgated pursuant thereto. The aforementioned law, executive orders, regulations and any amendments are incorporated herein by reference and made a part of this Contract. 12.8 CONFLICT OF INTEREST: The Contractor covenants, that (1) presently, there is no financial interest and shall not acquire any such interest, direct or indirect, which would conflict in any manner or degree with the performance of services required to be performed under this Agreement or which would violate M.G.L. c.268A, as amended; (2) in the performance of this Contract, no person having any such interest shall be employed by the Contractor or engaged as a subcontractor by the contractor; and (3) no partner or employee of the firm is related by blood or marriage to any Board Member or employee of the Awarding Authority. ARTICLE 13 CONTRACTOR'S ACCOUNTING REQUIREMENTS 13.1 DEFINITIONS 13.1.1 "Contractor" means any person, corporation, partnership, joint venture, sole proprietorship, or other entity awarded this Contract. 13.1.2 "Contract" means any contract awarded or executed pursuant to M.G.L. c.30 §39M or M.G.L. c.149 §44A-J, which is for an amount greater than one hundred thousand dollars ($100,000). 13.1.3 "Records" means books of original entry, accounts, checks, bank statements and all other banking documents, correspondence, memoranda, invoices, computer printouts, tapes, discs, papers and other documents or transcribed information of any type, whether expressed in ordinary or machine language. 13.1.4 "Independent Certified Public Accountant" means a person duly registered in good standing and entitled to practice as a certified public accountant under the laws of the place of his/her residence or principal office and who is in fact independent. 13.1.5 "Audit," when used in regard to financial statements, means an examination of records by an independent certified public accountant in accordance with generally accepted accounting principles and auditing standards for the purpose of expressing a certified opinion thereon, or, in the alternative, a qualified opinion or a declination to express an opinion for stated reasons. 13.1.6 "Accountant's Report," when used in regard to financial statements, means a document in which an independent certified public accountant indicates the scope of the audit which he/she has made and sets forth his/her opinion regarding the financial statements taken as a whole with a listing of noted exceptions and qualifications, or an assertion to the effect that an overall opinion cannot be expressed. When an overall opinion cannot be expressed the reason therefor shall be stated. An accountant's report shall include a signed statement by the responsible corporate officer attesting that management has fully disclosed all material facts to the independent certified public accountant, and that the audited financial statement is a true and complete statement of the financial condition of the Contractor. 13.1.7 "Management," when used herein, means the chief executive officers, partners, principals or other person or persons primarily responsible for the financial and operational policies and practices of the Contractor. 13.1.8 Accounting terms, unless otherwise defined herein shall mean, in accordance with generally accepted accounting principles and auditing standards. 13.2 RECORD KEEPING 13.2.1 The Contractor shall make, and keep for at least six years after final payment, books, records, and accounts which in reasonable detail accurately and fairly reflect the transactions and dispositions of the Contractor. DHCD $100k-10Mil 21 of 24 00.72.00 7/01/2011 13.2.2 Until the expiration of six years after final payment, the Inspector General, the Owner, and the Department shall have the right to examine any books, documents, papers or records of the Contractor and Subcontractors that directly pertain to, and involve transactions relating to the Contractor and Subcontractors. 13.2.3 The Contractor shall describe any change in the method of maintaining records or recording transactions which materially affects any statements filed with the Owner including the date of the change and reasons therefor, and shall accompany said description with a letter from the Contractor's independent certified public accountant approving or otherwise commenting on the changes. 13.2.4 Prior to the execution of the Contract, the Contractor shall file a statement of management on internal accounting controls as set forth in Paragraph 13.3 below. 13.2.5 Prior to the execution of the Contract, the Contractor shall file an audited financial statement for the most recent completed fiscal year as set forth in Paragraph 13.4 below and will continue to file such statement annually during the term of the Contract. 13.3 STATEMENT OF MANAGEMENT CONTROLS 13.3.1 Prior to execution of the Contract, the Contractor shall file with the Owner a statement of management as to whether the system of internal accounting controls of the Contractor and its subsidiaries reasonably assures that: .1 transactions are executed in accordance with management's general and specific authorization; .2 transactions are recorded as necessary to: a.to permit preparation of financial statements in conformity with generally accepted accounting principles, and b.to maintain accountability for assets; .3 access to assets is permitted only in accordance with management's general or specific authorization; and .4 the recorded accountability for assets is compared with the existing assets at reasonable intervals and appropriate action was taken with respect to any difference. 13.3.2 Prior to execution of the Contract, the Contractor shall also file with the Owner a statement prepared and signed by an independent certified public accountant, stating that the accountant has examined the statement of management on internal accounting controls, and expressing an opinion as to: .1 whether the representations of management in response to subparagraph 13.3.1 above are consistent with the results of management's evaluation of the system of internal accounting controls; and .2 whether such representations of management are reasonable with respect to transactions and assets in amounts which would be material when measured in relation to the applicant's financial statement. 13.4 ANNUAL FINANCIAL STATEMENT Every Contractor awarded a contract shall annually file with the Owner during the term of the Contract a financial statement prepared by an independent certified public accountant on the basis of an audit by such accountant. The final statement filed shall include the date of final payment. All statements shall be accompanied by an accountant's report. ARTICLE 14 EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS 14.1 The Contractor shall not discriminate against any employee or applicant for employment because of race, color, religious creed, national origin, age, handicap, or sex. The aforesaid provision 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. 14.2 The Contractor must provide information as is necessary, in the judgment of the Owner or the Department, to ascertain compliance with the terms of Specification Section 00.73.36. ARTICLE 15 MINORITY OR WOMAN OWNED ENTERPRISES SUPPLIER DIVERSITY PROGRAM 15.1 COMPLIANCE 15.1 The Contractor must provide information as is necessary, in the judgment of the Owner and the Department, to ascertain compliance with the terms of Specification Section 00.73.39. DHCD $100k-10Mil 22 of 24 00.72.00 7/01/2011 ARTICLE 16 INSURANCE 16.1 INSURANCE REQUIREMENTS 16.1.1 The Contractor shall take out and maintain insurance coverage as listed in subparagraphs 16.2 - 16.8 with respect to the operations as well as the completed operations of this Contract. This insurance shall be provided at the Contractor's expense and shall be in full force and effect for the full term of the Contract. 16.1.2 All policies shall be issued by companies authorized to write that type of insurance under the laws of this Commonwealth of Massachusetts. 16.2 CONTRACTOR'S COMMERCIAL GENERAL LIABILITY 16.2.1 Provide the following minimum coverage with respect to the operations performed by any employee, Subcontractor, or supplier: Bodily Injury & $1,000,000. per occurrence Property Damage $2,000,000. general aggregate Products & Completed Operations $2,000,000. aggregate Fire Damage $1,000,000. Personal & Advertising Injury $1,000,000. per occurrence Umbrella coverage $5,000,000 per occurrence 16.2.2 This policy shall include coverage relating to explosion, collapse, and underground property damage. 16.2.3 This policy shall include contractual liability coverage. 16.2.4 The Contractor shall provide a separate Owner's and Contractor's Protective Liability policy in the name of the Owner at the same limits listed above. 16.2.5 The completed operations coverage shall be maintained for a period of two (2) years after Substantial Completion as defined in subparagraph 9.6.1. 16.2.6 In addition to the coverage listed above the Remediation Contractor (“Abatement Contractor”) shall provide evidence of specific coverage under its Commercial General Liability policy. This additional coverage shall be purchased and maintained by the Abatement Contractor. The policy shall: .1 be written on a "true" occurrence basis without any "sunset" clause; .2 have the pollution exclusion amended to add back coverage for all pollution claims. .3 include separate products and completed operations coverage, which shall be maintained for (2) years after Substantial Completion, as defined in subparagraph 9.6.1 .4 provide the following limits of insurance: Bodily Injury & $1,000,000. per occurrence Property Damage $2,000,000. general aggregate Products & Completed Operations $2,000,000. aggregate Fire Damage $1,000,000. Personal & Advertising Injury $1,000,000. per occurrence Umbrella coverage $5,000,000 per occurrence 16.3 VEHICLE LIABILITY Provide the following minimum coverage with respect to the operations of any employee, including coverage for owned, non- owned, and hired vehicles: Bodily Injury and $ 1,000,000. each person Property Damage $ 1,000,000. each accident Combined Single Limit of $1,000,000 16.4 WORKER'S COMPENSATION Provide the following coverage in accordance with M.G.L. c.149 §34A and c.152 as amended: Worker's Compensation Coverage A Provide Statutory Minimum Employer's Liability $ 500,000. each accident Coverage B $ 500,000. disease per employee $ 500,000. disease policy 16.5 PROPERTY COVERAGE 16.5.1 Provide Builder’s Risk (Special Perils) coverage against loss or damage by fire and against loss or damage covered by the special perils insurance endorsement on all work included in this contract in an amount equal to at least 80% of Contract Amount. DHCD $100k-10Mil 23 of 24 00.72.00 7/01/2011 16.5.2 When work will be completed on existing buildings owned by the Owner, the Contractor shall provide an installation floater, in the full amount of the Contract, for the requirements set forth in Subparagraph 16.5. 16.5.3 This policy and/or installation floater shall indicate if Stored Materials coverage is provided as required by Paragraph 10.4. 16.6.1 The policy or policies shall specifically state that they are for the benefit of and payable to the Owner, the Department, the Contractor, and all persons furnishing labor or labor and materials for the Contract Work, as their interests may appear 16.6.2 The Builder’s Risk (Special Perils) coverage shall include any costs for work performed by the Architect or any consultant as the result of a loss experienced during the life of this contract. 16.7 OWNER AS ADDITIONAL INSURED The Owner and Department shall be named as additional insureds on the Contractor's Commercial Liability Policies. 16.8 CERTIFICATES OF INSURANCE, POLICIES 16.8.1 Certificates of insurance, acceptable to the Owner, shall be submitted to the Owner simultaneously with the execution of the Contract. Certificates shall indicate that the contractual liability coverage, and Owner's and Contractor's Protective Liability coverage is in force, as well as the deletions of the XCU exclusions. 16.8.2 The Contractor shall file the original and one certified copy of all policies with the Owner and one with the Department within sixty days after Contract award. If the Owner is damaged by the Contractor's failure to maintain such insurance and to so notify the Owner, then the Contractor shall be responsible for all reasonable costs attributable thereto. 16.9 CANCELLATION Cancellation of any insurance required by this contract, whether by the insurer or the insured, shall not be valid unless written notice thereof is given by the party proposing cancellation to the other party and Owner at least ten(10) days prior to the effective date thereof, which shall be expressed in said notice ARTICLE 17 INDEMNIFICATION The Contractor shall take all responsibility for the Work and take all precautions for preventing injuries to persons and property in or about the Work; shall bear all losses resulting from or on account of the amount or character of the Work. The Contractor shall pay or cause payment to be made for all labor performed or furnished and for all materials used or employed in carrying out this Contract. The Contractor shall assume the defense of, and indemnify and save harmless, the Architect, the Owner, the Department and their officers and agents from all claims relating to: labor performed or furnished and materials used or employed for the Work; inventions, patents and patent rights used in and in doing the Work unless such patent infringement is due to a product or process specified by the Owner; injuries to any person or corporation received or sustained by or from the Contractor and any employees, and Subcontractors and employees, in doing the work, or in consequence of any improper materials, implements or labor used or employed therein; and any act, omission, or neglect of the Contractor and any employees. ARTICLE 18 PERFORMANCE AND PAYMENT BONDS 18.1 CONTRACTOR BONDS 18.1.1 The Contractor shall provide the Owner with performance and payment (labor and materials) bonds in the form provided by the Department, (Forms 00.61.13.13 and 00.61.13.16) executed by a surety licensed by the Commonwealth's Division of Insurance. Each such bond shall be in the amount of the Contract Sum. 18.1.2 If at any time prior to final payment to the Contractor, the Surety: .1 is adjudged bankrupt or has made a general assignment for the benefit of its creditors; .2 has liquidated all assets and has made a general assignment for the benefit of its creditors; .3 is placed in receivership; .4 otherwise petitions a state or federal court for protection from its creditors; or .5 allows its license to do business in Massachusetts to lapse or be revoked; the Contractor shall, within 21 days of any such action listed above, provide the Owner with new performance and payment bonds as described in Paragraph 18.1.1. Such bonds shall be provided solely at the Contractor's expense. DHCD $100k-10Mil 24 of 24 00.72.00 7/01/2011 18.2 SUBCONTRACTOR BONDS 18.2.1 The Contractor may list in its bid that any or all filed Subcontractors provide the Contractor with payment and performance bonds for the full amount of the Subcontract. The costs for said bonds shall be the responsibility of the Contractor. 18.2.2 In the event the Contractor lists in its bid that filed Subcontractors provide bonds, and subsequently waives the requirement, the Contractor shall provide the Owner with a certification that they understand if the filed subcontractor defaults or is terminated, the Contractor accepts full responsibility and costs related to said default or termination with a credit change order in an amount equal to the bond premium it would have paid had it required the filed Subcontractor to provide such bonds. ARTICLE 19 TERMINATION 19.1 TERMINATION FOR CAUSE 19.1.1 The Owner may terminate this contract for cause if it determines that any of the following circumstances have occurred: .1 The Contractor is adjudged bankrupt or has made a general assignment for the benefit of its creditors; .2 A receiver has been appointed of the Contractor's property; .3 All or a part of the Work has been abandoned; .4 The Contractor has sublet or assigned all or any portion of the Work, the Contract, or claims thereunder, without the prior written consent of the Owner, except as provided in the Contract; .5 The Architect has determined that the rate of progress required on the project is not being met, or .6 The Contractor has substantially violated any provisions of this Contract. 19.1.2 In the event of such termination, the Owner may hold the Contractor and its sureties liable in damages as for a breach of contract, or the Owner may notify the Contractor to discontinue all work, or any part thereof, and the Contractor shall discontinue all work, or any part thereof, as the Owner may designate. 19.1.3 The Owner may complete the work, or any part thereof, and charge the expense of completing the Work or part thereof, to the Contractor. 19.1.4 The Owner may take possession of and use any materials, machinery, implements and tools found upon the site of said Work. The Owner shall not be liable for any depreciation, loss or damage to said materials, machinery, implements or tools during said use and the Contractor shall be solely responsible for their removal from the Project site after the Owner has no further use for them. 19.1.5 The Owner may, at its option, require the surety or sureties to complete the Contract. 19.2 TERMINATION LIABILITIES 19.2.1 All expenses charged under Paragraph 19.1 shall be deducted and paid by the Owner out of any moneys then due or to become due the Contractor under this Contract; and in such accounting the Owner shall not be held to obtain the lowest figures, by competitive bid or otherwise, for the completion of the Work or any part thereof. 19.2.2 All sums actually paid by the Owner to complete the Work shall be charged to the Contractor. In case the expenses charged are less than the sum which would have been payable under this Contract if the same had been completed by the Contractor, the Contractor shall be entitled to receive the difference. In case such expenses shall exceed the said sum, the Contractor shall pay the amount of the excess to the Owner. 19.2.3 Expenses incurred under subparagraph 19.1 shall also include, but not be limited to, costs for Architectural extra services and Project Representative services required, in the opinion of the Owner, to successfully inspect and administer the construction contract through final completion, as described in Paragraph 9.7. 19.3 TERMINATION - NO FAULT 19.3.1 In the event that this Contract is terminated by the Owner, and termination is not based on a reason listed in Paragraph 19.1, the Contractor shall be compensated for its costs incurred on the Project, including reasonable costs of de-mobilization, calculated on a percent completion basis as provided in Article 10, covering the period of time between the last periodic payment and the date of termination. 19.3.2 Payment by the Owner pursuant to Subparagraph 19.3.1 shall be considered to fully compensate the Contractor for all claims and expenses and those of any consultants, Subcontractors, and suppliers, directly or indirectly attributable to the termination, including any claims for lost profits. 19.4 ADMINISTRATOR'S APPROVAL Termination of the Contract requires the prior written approval of the Administrator. DHCD 9/9/2009 EEO Requirements 00.73.36 1 of 3 00.73.36 EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS 1.DEFINITIONS For purposes of this Section 00.73.36, the following additional definitions shall apply: A. "Minority" means a person who meets one or more of the following definitions: (1.) American Indian or Native American means: all persons having origins in any of the original peoples of North America and who are recognized as an Indian by a tribe or tribal organization. (2.) Asian means: All persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian sub-continent, or the Pacific Islands, including, but Not limited to China, Japan, Korea, Samoa, India, and the Philippine Islands. (3) Black means: All persons having origins in any of the Black racial groups of Africa, including, but not limited to, African-Americans, and all persons having origins in any of the original peoples of the Cape Verdean Islands. (4) Eskimo or Aleut means: All persons having origins in any of the peoples of Northern Canada, Greenland, Alaska, and Eastern Siberia. (5) Hispanic means: All persons having their origins in any of the Spanish-speaking peoples of Mexico, Puerto Rico, Cuba, Central or South America, or the Caribbean Islands. B. "Commission" or "MCAD" means the Massachusetts Commission Against Discrimination. C. "E.E.O. Officer" or Equal Employment Opportunity Officer means those persons designated by the Contractor, the Owner, or any other agency or party having jurisdiction under this contract, that serve in a capacity to implement this Section. 2 CONDITIONS A. The Contractor shall not discriminate against any employee or applicant for employment because of race, color, religious creed, national origin, age, handicap, or sex. The aforesaid provision 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. B. The Contractor shall post notices provided by the Commission, in conspicuous places, setting forth the provisions of the Fair Employment Practices Law of the Commonwealth. C. 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, handicap, or sex, and to eliminate and remedy any effects of such discrimination in the past. Such affirmative action shall entail positive and aggressive 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. D. The Contractor shall 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. E. The Commission and a designee of the Owner shall have access to the construction site and all applicable records of the Contractor and Subcontractors. DHCD 9/9/2009 EEO Requirements 00.73.36 2 of 3 F. The Contractor's EEO Certificate must be signed by the low general and all filed sub-bidders as a condition of Contract validation by the Department. 3 MINORITY GOAL MINIMUM MINORITY PERCENTAGES A. Pursuant to his/her obligations under the preceding section, the Contractor shall strive to achieve on this project the labor participation goals contained herein The participation goals for this project shall be 15.3% for minorities and 6.9% for women. B. The participation goals, as set forth herein, shall not be construed as quotas or set-asides; rather, such participation goals will be used to measure the progress of the Commonwealth's equal opportunity, non-discrimination and affirmative action program. Additionally, the participation goals contained herein should not be seen or treated as a floor or as a ceiling for the employment of particular individuals or group of individuals. C. Such job categories shall include but not be limited to those "Classes of Work" enumerated in M.G.L. c.149 §44F and for trades covered by Item 1 of the Contractor's bid. D. These percentages shall apply to the Contractor and to all Subcontractors, regardless of tier, for all on-site Work. 4 REFERRALS A In the hiring of minority journeymen, apprentices, trainees and advanced trainees, the Contractor shall rely on referrals from a multi-employer affirmative action program approved by the Department or the Commission; and traditional referral methods utilized by the construction industry, where such referrals are needed to meet minority hiring requirements. The Contractor shall keep accurate records of such requests for referrals. B. Records of employment referral orders, prepared by the Contractor, shall be made available to the Owner and to the Department upon request. 5 EEO WORK FORCE REPORTING PROCEDURES A. The Contractor shall provide the following information to the Owner on copies of the forms found at the end of this Section. (1.) Weekly Manpower Reports 00.73.36.04: The Contractor shall prepare a report after each week of activity, reflecting the actual working hours of all personnel identified as minority or non-minority. (a) This report shall be received by the Owner no later than the Friday following the week reported. (b) Failure to provide information shall result in sanctions as provided in this section. 6.COMPLIANCE - REPORTS AND INFORMATION The Contractor shall provide all information and reports required by the Owner or the Department and will permit access to its facilities and to any books, records, accounts and other sources of information which may be determined by the Owner or the Department to affect the employment of personnel. Where information required is in the exclusive possession of another who fails or refuses to furnish this information, the Contractor shall so certify to the Owner or the Department as appropriate and shall set forth what efforts have been made to obtain the information. DHCD 9/9/2009 EEO Requirements 00.73.36 3 of 3 7.COMPLIANCE - INVESTIGATIONS A. Whenever the Owner's EEO Officer, the MCAD, or the Department believes the Contractor may not be operating in compliance with the terms of these requirements, the Department shall conduct an investigation, and may confer with the parties, to verify such allegations. The Department shall not initiate an investigation without prior notice to the Contractor. B. If the Department finds the Contractor in non-compliance, it shall make a preliminary report, and notify the Contractor in writing of the steps necessary to bring such Contractor into compliance. A copy of this report shall be sent to the Department's Affirmative Action Officer. 8 COMPLIANCE - DEPARTMENT - AFFIRMATIVE ACTION INVESTIGATION A. If the Contractor fails or refuses to fully perform the steps necessary to achieve compliance, the Department shall make a report of non-compliance to the Department's Affirmative Action Officer, who will then conduct an investigation. B. Should the Department's Affirmative Action Officer find the Contractor in non-compliance a final report recommending the imposition of one or more of the sanctions listed below shall be issued. C. Within fifteen (15) days of said report the Department shall, after due notice and giving the Contractor an opportunity to respond, move to impose one or more of the following sanctions to attain compliance. D. If the Department's Affirmative Action Office believes the Contractor has taken or is taking every possible measure to achieve compliance, a report shall show the Contractor is in compliance. 9 SANCTIONS A. For each week that the Contractor fails or refuses to comply, the Department may recover from the Contractor, 1/100 of 1% of the original Contract Sum or $1000 whichever sum is greater, in the nature of liquidated damages. B. If a Subcontractor is in non-compliance, the Department may recover from the Contractor, 1/10 of 1% of the Subcontract Sum, or $400 whichever sum is greater, in the nature of liquidated damages, to be assessed by the Contractor as a back charge against the Subcontractor for each week that Subcontractor fails or refuses to comply. C. The Owner may suspend part or all of any payment due under the contract until such time as the Contractor or any Subcontractor is able to demonstrate compliance with the terms of the Contract; D. The Owner may terminate, or cancel part or all of the Contract, in accordance with the provisions of Article 19 of the General Conditions, unless the Contractor or any Subcontractor is able to demonstrate, within a specified time, compliance with the terms of the Contract. E. The Contractor may request the Department and Owner to suspend the sanctions conditionally. Whereupon the Department shall investigate corrective measures taken by the Contractor and shall either lift or re-impose the sanctions. 10.SEVERABILITY The provisions of this section are severable, and if any of these provisions shall be held unconstitutional by any court of competent jurisdiction, the decision of such court shall not affect or impair any of the remaining provisions of the Contract. End of Section 00.73.36 EEO Requirements DHCD 9/09/2009 Contractor’s EEO Certificate 00.73.36.01 FORM OF CONTRACTOR'S EQUAL EMPLOYMENT CERTIFICATION Commonwealth of Massachusetts Department of Housing and Community Development This form must be completed and submitted by the Contractor prior to the signing of the Owner-Contractor Agreement. This certifies that: Contractor Street Address City/State/Zip Code 1.Intends to use the following listed construction trades in the work under this contract: 2.Will comply with the minority manpower ratio and specific affirmative action steps contained in Section 00.73.36 of this Contract; and 3.Will obtain similar certifications from each of its subcontractors and submit to the Owner prior to the award of any subcontract under this contract the subcontractor’s certification. SIGNATURE OF AUTHORIZED REPRESENTATIVE OF CONTRACTOR NAME AND TITLE DATE DHCD All Projects Weekly Manpower Report 00.73.36.04 9/09/2009 Massachusetts Department of Housing and Community Development CONTRACTOR'S WEEKLY MANPOWER REPORT Housing Authority Development No. Contract Amount $ General Contractor: Minority Participation Goal 15.3% Women Participation Goal 6.9% Name of Contractor Filing Report: Trade(s): Week Ending: Report No.: q Check Here if you are a non-filed Subcontractor q Check Here if this is a Final Report Date Work Began: Date Work Completed Job Category # of Employees Weekly Total Manhours Total Manhours to Date # of Minorities Weekly Total Minority Manhours Weekly % Minority Manhours # of Women Weekly Total Women Manhours Weekly % Women Manhours Total Manhours to Date Total Minority Manhours to Date % of Minority Manhours to Date Total Women Manhours to Date % of Women Manhours to Date Mail Reports to: Department of Housing and Community Development Prepared by: 100 Cambridge St Ste 300 Boston, MA 02114 Title: Attn: Legal Office Date: 200 DHCD 01/01/2012 MBE/WBE Business Enterprises 00.73.39 $100k-10Mil 1 of 4 SECTION 00.73.39 MINORITY AND WOMEN BUSINESS ENTERPRISES SUPPLIER DIVERSITY PROGRAM - EXECUTIVE ORDER 524 1.PROJECT REQUIREMENTS General bidders must agree to contract with minority and women-owned businesses as certified by the Supplier Diversity Office (SDO) formerly known as SOMWBA. The amount of participation which shall be reserved for such enterprises shall not be less than the percentages stated in document 00.11.13 Advertisement found elsewhere in these contract documents. 2.DEFINITIONS: For purposes of this Section 00.73.39 the following definitions shall apply: A. "Minority business enterprise'' or "MBE'', means a business enterprise that is owned and controlled by one or more socially or economically disadvantaged persons. Such disadvantage may arise from cultural, racial, chronic economic circumstances or background or other similar cause. Such persons include, but are not limited to, African Americans, Cape Verdeans, Western Hemisphere Hispanics, Asians, American Indians, Eskimos, and Aleuts. For purposes of section 61 and of section 40N of chapter 7, the term "minority owned business'' shall have the same meaning as "minority business enterprise''. B. "SDO” means the Supplier Diversity Office. , C. "Minority Business Enterprise" (MBE) means a business organization which is owned and controlled fifty-one percent (51%) or more by one or more minority group members and certified as such by SDO. D. "Women Business Enterprise" (WBE) means a business organization which is owned and controlled fifty-one percent (51%) or more by one or more women and certified as such by SDO. E. "MBE/WBE Manufacturer" means a person or firm certified by SDO and engaged in the process of making, fabricating, constructing, forming or assembling a product(s) from raw, unfinished, semi-finished, or finished materials through a direct contract with a contractor, subcontractor, or supplier. F. "MBE/WBE Subcontractor" means a person or firm certified as such by SDO and contractually engaged by the contractor to perform a portion (a) of the contracted Work, including labor, materials and supplies, or (b) labor, materials and supplies, or any combination thereof. G. "MBE/WBE Supplier" means a person or firm certified as such by SDO and engaged in selling of materials and supplies to contractors, subcontractors, and/or manufacturers for the purpose of constructing, repairing, remodeling, adding to or subtracting from, or improving any building, structure or property through a direct contract with a contractor or subcontractor. Said MBE/WBE must sustain substantial financial risk in the process of performing/supplying the work for this contract. The Department may request information to determine where the MBE/WBE obtains supplies and materials. H "Amount of Participation" means the percentage stated on the advertisement of the final contract amount which is to be contracted to MBE/WBEs for work to be performed on this contract in accordance with this Section 00.73.39. 3.JOINT VENTURES A. A Joint Venture shall mean a business arrangement between MBE/WBEs and a non-SDO certified General Contractor, in which the MBE or WBE has at least a twenty-five percent (25%) interest in the Contract, and in which the other has at least the required minimum DHCD 01/01/2012 MBE/WBE Business Enterprises 00.73.39 $100k-10Mil 2 of 4 percentage of participation in the Contract. It is expected that the M/WBE having the minimum 25% interest will participate in the management and decision making aspects of the project proportionate to its percentage of ownership and interest in the Contract. B. An M/WBE Joint Venture shall mean a business arrangement wherein a SDO certified MBE or WBE serves as a General Contractor and engages the services of another SDO certified MBE or WBE (whichever is required) in an amount not less than twenty-five percent (25%) of the Contract amount, and in which the management and decision making aspects of the project are shared to the degree of participation and ownership in the Contract. 3 CONDITIONS A. Once the Contractor agrees to comply with these provisions, and within 5 working days after receipt of bids, unless an extension of time or waiver for compliance is granted in accordance with Article 3 of the Instructions to Bidders, the apparent low bidder must submit a completed Participation Schedule and Letters of Intent covering each SDO certified MBE and WBE used to satisfy the requirements of this Section 00.73.39. These letters shall include the contract items the MBEs and/or WBEs are proposing to perform and the prices that the MBEs and/or WBEs propose to charge for the work. B. MBE and WBEs listed on the Participation Schedule may be any combination of MBE/WBE Subcontractors, MBE/WBE Manufactures, or MBE/WBE Suppliers as defined in Paragraph 2, G. C. Letters of Intent are not required from filed sub-bidders who are SDO Certified MBEs or WBEs. D. The amount of participation of MBE/WBEs listed in The Participation Schedule must total at least the percentage set forth in the Advertisement. The amounts indicated in the Letter of Intent shall not be less than the amount shown on the Participation Schedule. The SDO Certified MBEs and/or WBEs. for whom Letters of Intent are submitted must be identical to the ones listed on the Participation Schedule. No substitutions shall be made without the written approval of the Department. E. Prior to the Validation of the Contract, the Contractor shall furnish the Owner and the Department with executed copies of all subcontracts with all of the MBEs and/or WBEs listed on the Participation Schedule. F. Subcontractors are encouraged, but not required to subcontract portions of their work to MBEs and/or WBEs. Participation forms, available with the bidding documents shall be used to list those MBEs and/or WBEs with whom they wish to sub-subcontract and the dollar amount of those proposed sub-subcontracts. G. The Contractor may include MBEs and/or WBEs utilized by non-certified subcontractors to satisfy the requirements of this article. H. MBEs and WBEs listed on the Participation Schedule must be MBEs and WBEs at the time of the opening of bids. I. MBE/WBE Certification from any other agency/municipality shall not be considered applicable for this Contract. (1.) The Department reserves the right to allow a MBE and/or WBE to perform work other than those categories listed on the MBE’s or WBE’s SDO certification. J. If a filed sub-bidder listed as a MBE and/or WBE is rejected for failure to obtain a performance and payment bond from a surety qualified to do business in the Commonwealth when requested by the general bidder to do so at the time of bid, said failure shall not entitle the general bidder to avoid the requirements of this Section 00.73.39. DHCD 01/01/2012 MBE/WBE Business Enterprises 00.73.39 $100k-10Mil 3 of 4 K. The Contractor shall not change the MBEs and/or WBEs listed in the Participation Schedule or make any other such MBE/WBE substitutions after the Contract has been executed or during construction without the written approval of the Owner and the Department. L. The Contractor shall not terminate any subcontract for, nor perform with its own organization, work designated to a MBE or WBE on the Participation Schedule without the written approval of the Owner and the Department. Such approval shall be withheld until the Contractor demonstrates that the Amount of Participation is still met for any substituted MBE or WBE, provided however, that compliance with this paragraph shall not supersede the terms of M.G.L. c.149 §44F. Notice of all MBE/WBE status changes (before Final Completion) must be sent to the Department of Housing and Community Development - Legal Office/SDP, 100 Cambridge St. Suite 300, Boston, Massachusetts 02114. 4 COMPLIANCE A. The Contractor must provide information as is necessary, in the judgment of the Owner or the Department, to ascertain compliance with the terms of this Section 0073.39. B. The Contractor shall provide an executed Contractor's Affidavit of Payment to Minority Business Enterprises Form 00.73.39.05 as found in this Section. This form is also available on DHCD’s web site at www.mass.gov/dhcd. C. If the Contractor desires to comply with this Section 00.73.39, but for reasons beyond its control cannot do so in accordance with the Participation Schedule, the Contractor must submit to the Owner and the Department the reason for its inability to comply and proposed revisions to the Participation Schedule stating how conditions of this Section 0073.39 are to be met. 5 MBE/WBE REPORTING PROCEDURES A. The Contractor shall provide, an executed Contractor’s Affidavit of Payment to Minority Business Enterprises 00.73.39.05 on a copy of the form found at the end of this Section. (1.) The Department or Owner may request copies of canceled checks to confirm compliance. (2.) This affidavit shall be submitted by the Contractor as payments are made to MBE/WBEs for Work completed on this project. (3.) Affidavits shall be sent to: SDP Coordinator Department of Housing and Community Development 100 Cambridge Street – 3rd Floor Boston, MA 02114 Attn: Contracts Specialist, Legal Department (4.) Failure to submit by these reports shall result in sanctions described in Paragraph 6. 6 SANCTIONS A. If at anytime during the life of this Contract, the Contractor is found to be out of compliance with this Section 00.73.39, sanctions may be imposed within fifteen (15) working days after notification to the Contractor of said violation. If within those fifteen (15) days the Contractor remedies the non-compliance to the satisfaction of the Department, or provides compelling documentation as outlined in Paragraph 7.B said sanctions may be postponed or waived. If the Contractor requires more than fifteen (15) days to remedy non- compliance, it shall make a written request to the Department for a time extension. This request shall be made within the original fifteen (15) day period. B If the Contractor fails to comply with the terms of these conditions, the Owner may impose the following sanctions: DHCD 01/01/2012 MBE/WBE Business Enterprises 00.73.39 $100k-10Mil 4 of 4 (.1) require the Contractor to provide equivalent substitute participation with SDO Certified MBEs and/or WBEs acceptable to the Owner and Department and at no additional cost to the Owner; or (.2) suspend any payment for the Work that should have been but was not performed by a MBE and/or WBE pursuant to the Participation Schedule. C. To the extent that the Contractor has not complied with the terms of these conditions, the Owner may withhold from any Certificate for Payment moneys equivalent to the product of the percentage of completion times the MBE and/or WBE dollar amount, minus the amount already paid to MBEs and/or WBEs for Work performed under the contract, minus any amounts withheld for previous non-compliance. 7 RECOURSE A. The Owner and the Department have the option not to impose sanctions if the Contractor demonstrates, to the satisfaction of the Department, that the Contractor has taken every possible measure to comply with Section 00.73.39. This may constitute a reason for waiving this Section in whole or in part. B. To demonstrate every possible measure, the Contractor shall furnish: (.1) the name of each firm solicited for quotations on each Subcontract, the price quoted by each, and whether or not the firm solicited was a minority or woman-owned business; (.2) the reason for not subcontracting with a minority or woman-owned business enterprise when applicable; (.3) evidence showing efforts by the Contractor to supplement its own and SDO lists of minority and woman-owned business sources by contacting the Small Business Administration, trade organizations, the General Services Administration (U.S. Government), minority contractors' organizations, community organizations and other likely sources of names of additional minority or woman-owned business firms capable of performing the Work; and (.4) evidence showing other efforts to comply with this Section 00.73.39. 8 WAIVERS The Department has the discretion to determine that compliance with the participation goals is not feasible and may be reduced or waive these goals. To reduce or waive the MBE/WBE participation goals the apparent low general bidder must make this request in writing to the Department no later than five (5) working days after the general bid opening. See Article 3.3 of the Instructions to Bidders. 9 SEVERABILITY The provisions of this section are severable, and if any of these provisions shall be held unconstitutional by any court of competent jurisdiction, the decision of such court shall not affect or impair any of the remaining provisions of the Contract. End of 00.73.39 MINORTY AND WOMEN OWNED BUSSINESS ENTERPRISES SUPPLIER DIVERSITY PROGRAM DHCD 01/01/2012 MBE/WBE Participation Schedule 00.73.39.01 $100K-10Mil 1 of 1 SDO CERTIFIED MBE/WBE PARTICIPATION SCHEDULE Commonwealth of Massachusetts Department of Housing and Community Development  This form must be submitted by the apparent low general bidder within five working days of receipt of bids.  Letters of Intent from all MBEs or WBEs listed must be submitted with this Participation Schedule. State-Aided Project LHA DEVELOPMENT NUMBER The undersigned intends to subcontract with the following firms for the listed work and dollar amounts: Name of Company Description of Work MBE or WBE Supplier or Subcontractor Value of Participation 1 $ 2 $ 3 $ 4 $ 5 $ 6 $ 7 $ 8 $ Dollar Value of MBE Commitment: $ Dollar Value of WBE Commitment: $ Total Dollar Value Commitment: $ BIDDER CERTIFICATION The undersigned certifies under the penalties of perjury that (1) it intends to subcontract with the above listed firms for the identified work and dollar amounts unless a waiver or partial waiver has been granted by the Department and (2) certifies that he/she has read Section 00.73.39 conditions contained in the contract documents with regards to MBE/WBE participation and is authorized to bind the contractor to the commitment set forth above. Name of General Contractor Date Authorized Signature Address City, State & Zip Code DHCD 7/01/2011 Affidavit of Payment to MBE WBE 00.73.39.05 $100k-10Mil 1 of 1 Massachusetts Department of Housing and Community Development CONTRACTOR’S AFFIDAVIT OF PAYMENTS TO MINORITY BUSINESS ENTERPRISES (GC FORM) Date: TO: Department of Housing & Community Development Candace Tempesta, SDP Coordinator 100 Cambridge Street, Suite 300 Boston, MA 02202 Phone (617) 573-1507 Fax: (617) 573-1285 RE: Contract for Housing Authority Project No Original Contract Amount Recording Period Ending KNOW ALL MEN BY THESE PRESENTS: The undersigned certifies that they have met the Minority Business Enterprise (MBE) and Women Owned Business Enterprises (WBE) requirements for the above named contract which states in part that the General Contractor: 1.Shall submit this form quarterly or at any time requested by DHCD, completing the information below; 2.Have subcontracted with the following M/WBEs in the dollar amounts enumerated in the Participation Schedule and Letters of Intent in effect at the time of contract execution.; and 3.Have made the following payments to each of the W/MBEs for work performed on this project. MBE/WBE Work Performed Subcontract Amount Total Payments to Date Payments this Quarter In WITNESS WHEREOF, the undersigned has signed and sealed this instrument under the pain and penalty of perjury. This Day of 201 Name of General Contractor Signed and Sealed On this ____ day of __________ 201___, before me, the undersigned Notary Public, personally appeared __________________________, duly designated by the board of directors and proved to me, through satisfactory evidence of identification, which was ______________________, that s/he is the person whose name is signed on the foregoing documents, and acknowledged to me that s/he signed it voluntarily for its stated purpose and that it was her/his free act and deed. ___________________________________ Notary Public My Commission Expires: From: Name of Contractor Address City, State, Zip DHCD 12/17/14 Labor Regulations 00.73.43 1 of 1 SECTION 00.73.43 PREVAILING WAGES and LABOR REGULATIONS 1. PREVAILING WAGE RATES A. The rate per hour to be paid to mechanics, apprentices, teamsters, chauffeurs, and laborers employed on the Work shall not be less than the rate of wages in the attached "Minimum Wage Rates" as determined by the Commissioner of the Massachusetts Department of Labor Division of Occupational Safety. This schedule shall continue to be the minimum rate of wages for said employees during the life of this Contract. Any questions relative to the applicability of any wage rate shall be directed to the Division of Occupational Safety. B. Keep a legible copy of said schedule posted on the site at all times. Provide the Owner, on a weekly basis, and keep an on-site file of the wage rates and classifications of labor employed on this Work in order that they may be available for inspection by the Owner, Department, Architect, or any agency having jurisdiction. C. Pay reserve police officers employed on the Work the prevailing rate of wages paid to regular police officers as required by MGL c149 § 34B, as amended. Such police officers shall be covered by Worker's Compensation Insurance and Employers Liability Insurance provided by the Contractor. 2. WAGE RATE REPORTING A. The Contractor and all subcontractors shall provide certified payroll affidavits verifying compliance with MGL c.149 §§26 - 27H. B. The Contractor and all subcontractors shall provide a Statement of Compliance within 15 days of the completion of its portion of the work. This statement shall be submitted to the Owner on the form found elsewhere in this section. C. Weekly Payroll Form www.mass.gov/lwd/docs/dos/prevaling-wage/pw-payroll.pdf D. Statement of Compliance www.mass.gov/lwd/docs/dos/prevaling-wage/pw-compliance.pdf 3. APPRENTICE REQUIREMENTS Apprentices employed pursuant to this determination of wage rates must be registered and approved by the State Apprenticeship Council wherever rates for journeymen or apprentices are not listed. 4. EMPLOYEE OSHA SAFETY TRAINING A. All employees who work on this construction site must have no less than 10 hours of OSHA- approved safety and health training. See Chapter 306 of the Acts of 2004. B. The Contractor and all Subcontractors shall furnish to the Owner, with the certified payroll reports, documentation indicating that each employee has successfully completed 10 hours of a course in construction safety and health. This course must be approved by the United States Occupational Health and Safety Administration (OSHA). INSERT WAGE RATES OBTAINED FROM Department of Labor, Division of Occupational Safety END OF SECTION 00.73.43 THE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF LABOR STANDARDS As determined by the Director under the provisions of the Massachusetts General Laws, Chapter 149, Sections 26 to 27H EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT Prevailing Wage Rates CHARLES D. BAKER RONALD L. WALKER, II SecretaryGovernor JEAN ZEILER Tobin Hall, Vacancy Congregate Conversion: Convert 3-bedroom apartment to two apartments, one 2-bedroon, one 1-bedroom. Acting Director Awarding Authority:Northmpton Housing Authority City/Town:Contract Number:DHCR 214089 NORTHAMPTON Description of Work: Job Location:52 Maple Street Wage Request Number: 20150319-034Issue Date:03/19/2015 Information about Prevailing Wage Schedules for Awarding Authorities and Contractors •This wage schedule applies only to the specific project referenced at the top of this page and uniquely identified by the “Wage Request Number” on all pages of this schedule. •An Awarding Authority must request an updated wage schedule from the Department of Labor Standards (“DLS”) if it has not opened bids or selected a contractor within 90 days of the date of issuance of the wage schedule. For CM AT RISK projects (bid pursuant to G.L. c.149A), the earlier of: (a) the execution date of the GMP Amendment, or (b) the bid for the first construction scope of work must be within 90-days of the wage schedule issuance date. •The wage schedule shall be incorporated in any advertisement or call for bids for the project as required by M.G.L. c. 149, § 27. The wage schedule shall be made a part of the contract awarded for the project. The wage schedule must be posted in a conspicuous place at the work site for the life of the project in accordance with M.G.L. c. 149 § 27. The wages listed on the wage schedule must be paid to employees performing construction work on the project whether they are employed by the prime contractor, a filed sub-bidder, or any sub-contractor. •All apprentices working on the project are required to be registered with the Massachusetts Division of Apprentice Standards (DAS). Apprentice must keep his/her apprentice identification card on his/her person during all work hours on the project. An apprentice registered with DAS may be paid the lower apprentice wage rate at the applicable step as provided on the prevailing wage schedule. If an apprentice rate is not listed on the prevailing wage schedule for the trade in which an apprentice is registered with the DAS, the apprentice must be paid the journeyworker's rate for the trade. •The wage rates will remain in effect for the duration of the project, except in the case of multi-year public construction projects. For construction projects lasting longer than one year, awarding authorities must request an updated wage schedule. Awarding authorities are required to request these updates no later than two weeks before the anniversary of the date the contract was executed by the awarding authority and the general contractor. For multi-year CM AT RISK projects, awarding authority must request an annual update no later than two weeks before the anniversary date, determined as the earlier of: (a) the execution date of the GMP Amendment, or (b) the execution date of the first amendment to permit procurement of construction services. Contractors are required to obtain the wage schedules from awarding authorities, and to pay no less than these rates to covered workers. The annual update requirement is not applicable to 27F “rental of equipment” contracts. •Every contractor or subcontractor which performs construction work on the project is required to submit weekly payroll reports and a Statement of Compliance directly to the awarding authority by mail or email and keep them on file for three years. Each weekly payroll report must contain: the employee’s name, address, occupational classification, hours worked, and wages paid. Do not submit weekly payroll reports to DLS. A sample of a payroll reporting form may be obtained at http://www.mass.gov/dols/pw. •Contractors with questions about the wage rates or classifications included on the wage schedule have an affirmative obligation to inquire with DLS at (617) 626-6953. •Employees not receiving the prevailing wage rate set forth on the wage schedule may report the violation to the Fair Labor Division of the office of the Attorney General at (617) 727-3465. •Failure of a contractor or subcontractor to pay the prevailing wage rates listed on the wage schedule to all employees who perform construction work on the project is a violation of the law and subjects the contractor or subcontractor to civil and criminal penalties. KARYN E. POLITO Lt. Governor Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date Construction (2 AXLE) DRIVER - EQUIPMENT TEAMSTERS JOINT COUNCIL NO. 10 ZONE B $50.54 12/01/2014 $9.91 $0.00 $31.30 $9.33 $50.89 06/01/2015 $9.91 $0.00 $31.65 $9.33 $51.39 08/01/2015 $10.41 $0.00 $31.65 $9.33 $52.14 12/01/2015 $10.41 $0.00 $31.65 $10.08 $52.64 06/01/2016 $10.41 $0.00 $32.15 $10.08 $53.14 08/01/2016 $10.91 $0.00 $32.15 $10.08 $53.95 12/01/2016 $10.91 $0.00 $32.15 $10.89 (3 AXLE) DRIVER - EQUIPMENT TEAMSTERS JOINT COUNCIL NO. 10 ZONE B $50.61 12/01/2014 $9.91 $0.00 $31.37 $9.33 $50.96 06/01/2015 $9.91 $0.00 $31.72 $9.33 $51.46 08/01/2015 $10.41 $0.00 $31.72 $9.33 $52.21 12/01/2015 $10.41 $0.00 $31.72 $10.08 $52.71 06/01/2016 $10.41 $0.00 $32.22 $10.08 $53.21 08/01/2016 $10.91 $0.00 $32.22 $10.08 $54.02 12/01/2016 $10.91 $0.00 $32.22 $10.89 (4 & 5 AXLE) DRIVER - EQUIPMENT TEAMSTERS JOINT COUNCIL NO. 10 ZONE B $50.73 12/01/2014 $9.91 $0.00 $31.49 $9.33 $51.08 06/01/2015 $9.91 $0.00 $31.84 $9.33 $51.58 08/01/2015 $10.41 $0.00 $31.84 $9.33 $52.33 12/01/2015 $10.41 $0.00 $31.84 $10.08 $52.83 06/01/2016 $10.41 $0.00 $32.34 $10.08 $53.33 08/01/2016 $10.91 $0.00 $32.34 $10.08 $54.14 12/01/2016 $10.91 $0.00 $32.34 $10.89 ADS/SUBMERSIBLE PILOT PILE DRIVER LOCAL 56 (ZONE 3)$115.33 08/01/2014 $9.80 $0.00 $87.36 $18.17 $118.48 08/01/2015 $9.80 $0.00 $90.51 $18.17 AIR TRACK OPERATOR LABORERS - ZONE 3 (BUILDING & SITE)$47.69 12/01/2014 $7.30 $0.00 $29.24 $11.15 $48.38 06/01/2015 $7.30 $0.00 $29.93 $11.15 $49.06 12/07/2015 $7.30 $0.00 $30.61 $11.15 $49.75 06/06/2016 $7.30 $0.00 $31.30 $11.15 $50.43 12/05/2016 $7.30 $0.00 $31.98 $11.15 For apprentice rates see "Apprentice- LABORER" AIR TRACK OPERATOR (HEAVY & HIGHWAY) LABORERS - ZONE 3 (HEAVY & HIGHWAY)$46.22 12/01/2014 $7.30 $0.00 $28.74 $10.18 $46.72 06/01/2015 $7.30 $0.00 $29.24 $10.18 $47.22 12/01/2015 $7.30 $0.00 $29.74 $10.18 $47.72 06/01/2016 $7.30 $0.00 $30.24 $10.18 $48.47 12/01/2016 $7.30 $0.00 $30.99 $10.18 For apprentice rates see "Apprentice- LABORER (Heavy and Highway) ASBESTOS WORKER (PIPES & TANKS) HEAT & FROST INSULATORS LOCAL 6 (SPRINGFIELD)$45.08 12/01/2014 $10.40 $0.00 $29.23 $5.45 $45.94 06/01/2015 $10.40 $0.00 $30.09 $5.45 $46.79 12/01/2015 $10.40 $0.00 $30.94 $5.45 ASPHALT RAKER LABORERS - ZONE 3 (BUILDING & SITE)$47.19 12/01/2014 $7.30 $0.00 $28.74 $11.15 $47.88 06/01/2015 $7.30 $0.00 $29.43 $11.15 $48.56 12/07/2015 $7.30 $0.00 $30.11 $11.15 $49.25 06/06/2016 $7.30 $0.00 $30.80 $11.15 $49.93 12/05/2016 $7.30 $0.00 $31.48 $11.15 For apprentice rates see "Apprentice- LABORER" Issue Date:Wage Request Number:03/19/2015 Page 2 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date ASPHALT RAKER (HEAVY & HIGHWAY) LABORERS - ZONE 3 (HEAVY & HIGHWAY) $45.72 12/01/2014 $7.30 $0.00 $28.24 $10.18 $46.22 06/01/2015 $7.30 $0.00 $28.74 $10.18 $46.72 12/01/2015 $7.30 $0.00 $29.24 $10.18 $47.22 06/01/2016 $7.30 $0.00 $29.74 $10.18 $47.97 12/01/2016 $7.30 $0.00 $30.49 $10.18 For apprentice rates see "Apprentice- LABORER (Heavy and Highway) AUTOMATIC GRADER-EXCAVATOR (RECLAIMER) OPERATING ENGINEERS LOCAL 98 $53.39 12/01/2014 $9.70 $0.00 $32.69 $11.00 $54.14 06/01/2015 $9.70 $0.00 $33.44 $11.00 $54.89 12/01/2015 $9.70 $0.00 $34.19 $11.00 For apprentice rates see "Apprentice- OPERATING ENGINEERS" BACKHOE/FRONT-END LOADER OPERATOR OPERATING ENGINEERS LOCAL 98 $53.39 12/01/2014 $9.70 $0.00 $32.69 $11.00 $54.14 06/01/2015 $9.70 $0.00 $33.44 $11.00 $54.89 12/01/2015 $9.70 $0.00 $34.19 $11.00 For apprentice rates see "Apprentice- OPERATING ENGINEERS" BARCO-TYPE JUMPING TAMPER LABORERS - ZONE 3 (BUILDING & SITE)$47.19 12/01/2014 $7.30 $0.00 $28.74 $11.15 $47.88 06/01/2015 $7.30 $0.00 $29.43 $11.15 $48.56 12/07/2015 $7.30 $0.00 $30.11 $11.15 $49.25 06/06/2016 $7.30 $0.00 $30.80 $11.15 $49.93 12/05/2016 $7.30 $0.00 $31.48 $11.15 For apprentice rates see "Apprentice- LABORER" BATCH/CEMENT PLANT - ON SITE OPERATING ENGINEERS LOCAL 98 $52.86 12/01/2014 $9.70 $0.00 $32.16 $11.00 $53.61 06/01/2015 $9.70 $0.00 $32.91 $11.00 $54.36 12/01/2015 $9.70 $0.00 $33.66 $11.00 For apprentice rates see "Apprentice- OPERATING ENGINEERS" BLOCK PAVER, RAMMER / CURB SETTER LABORERS - ZONE 3 (BUILDING & SITE)$47.69 12/01/2014 $7.30 $0.00 $29.24 $11.15 $48.38 06/01/2015 $7.30 $0.00 $29.93 $11.15 $49.06 12/07/2015 $7.30 $0.00 $30.61 $11.15 $49.75 06/06/2016 $7.30 $0.00 $31.30 $11.15 $50.43 12/05/2016 $7.30 $0.00 $31.98 $11.15 For apprentice rates see "Apprentice- LABORER" BLOCK PAVER, RAMMER / CURB SETTER (HEAVY & HIGHWAY) LABORERS - ZONE 3 (HEAVY & HIGHWAY) $46.22 12/01/2014 $7.30 $0.00 $28.74 $10.18 $46.72 06/01/2015 $7.30 $0.00 $29.24 $10.18 $47.22 12/01/2015 $7.30 $0.00 $29.74 $10.18 $47.72 06/01/2016 $7.30 $0.00 $30.24 $10.18 $48.47 12/01/2016 $7.30 $0.00 $30.99 $10.18 For apprentice rates see "Apprentice- LABORER (Heavy and Highway) BOILER MAKER BOILERMAKERS LOCAL 29 $55.85 01/01/2010 $6.97 $0.00 $37.70 $11.18 Issue Date:Wage Request Number:03/19/2015 Page 3 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date BOILERMAKER - Local 29Apprentice - 01/01/2010 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $24.51 $6.97 $11.18 $0.00 $42.66 65 2 $24.51 $6.97 $11.18 $0.00 $42.66 65 3 $26.39 $6.97 $11.18 $0.00 $44.54 70 4 $28.28 $6.97 $11.18 $0.00 $46.43 75 5 $30.16 $6.97 $11.18 $0.00 $48.31 80 6 $32.05 $6.97 $11.18 $0.00 $50.20 85 7 $33.93 $6.97 $11.18 $0.00 $52.08 90 8 $35.82 $6.97 $11.18 $0.00 $53.97 95 Notes: Apprentice to Journeyworker Ratio:1:5 BRICK/STONE/ARTIFICIAL MASONRY (INCL. MASONRY WATERPROOFING) BRICKLAYERS LOCAL 3 (SPRINGFIELD/PITTSFIELD) $64.30 03/02/2015 $10.18 $0.00 $37.46 $16.66 $65.27 08/31/2015 $10.18 $0.00 $38.36 $16.73 $65.84 02/29/2016 $10.18 $0.00 $38.93 $16.73 $66.82 09/05/2016 $10.18 $0.00 $39.83 $16.81 $67.39 02/27/2017 $10.18 $0.00 $40.40 $16.81 BRICK/PLASTER/CEMENT MASON - Local 3 Springfield/PittsfieldApprentice - 03/02/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $18.73 $10.18 $16.66 $0.00 $45.57 50 2 $22.48 $10.18 $16.66 $0.00 $49.32 60 3 $26.22 $10.18 $16.66 $0.00 $53.06 70 4 $29.97 $10.18 $16.66 $0.00 $56.81 80 5 $33.71 $10.18 $16.66 $0.00 $60.55 90 08/31/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $19.18 $10.18 $16.73 $0.00 $46.09 50 2 $23.02 $10.18 $16.73 $0.00 $49.93 60 3 $26.85 $10.18 $16.73 $0.00 $53.76 70 4 $30.69 $10.18 $16.73 $0.00 $57.60 80 5 $34.52 $10.18 $16.73 $0.00 $61.43 90 Notes: Apprentice to Journeyworker Ratio:1:5 Issue Date:Wage Request Number:03/19/2015 Page 4 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date BULLDOZER/POWER SHOVEL/TREE SHREDDER /CLAM SHELLOPERATING ENGINEERS LOCAL 98 $53.39 12/01/2014 $9.70 $0.00 $32.69 $11.00 $54.14 06/01/2015 $9.70 $0.00 $33.44 $11.00 $54.89 12/01/2015 $9.70 $0.00 $34.19 $11.00 For apprentice rates see "Apprentice- OPERATING ENGINEERS" CAISSON & UNDERPINNING BOTTOM MAN LABORERS - FOUNDATION AND MARINE $56.15 12/01/2014 $7.30 $0.00 $35.70 $13.15 $56.90 06/01/2015 $7.30 $0.00 $36.45 $13.15 $57.65 12/01/2015 $7.30 $0.00 $37.20 $13.15 $58.40 06/01/2016 $7.30 $0.00 $37.95 $13.15 $59.40 12/01/2016 $7.30 $0.00 $38.95 $13.15 For apprentice rates see "Apprentice- LABORER" CAISSON & UNDERPINNING LABORER LABORERS - FOUNDATION AND MARINE $55.00 12/01/2014 $7.30 $0.00 $34.55 $13.15 $55.75 06/01/2015 $7.30 $0.00 $35.30 $13.15 $56.50 12/01/2015 $7.30 $0.00 $36.05 $13.15 $57.25 06/01/2016 $7.30 $0.00 $36.80 $13.15 $58.25 12/01/2016 $7.30 $0.00 $37.80 $13.15 For apprentice rates see "Apprentice- LABORER" CAISSON & UNDERPINNING TOP MAN LABORERS - FOUNDATION AND MARINE $55.00 12/01/2014 $7.30 $0.00 $34.55 $13.15 $55.75 06/01/2015 $7.30 $0.00 $35.30 $13.15 $56.50 12/01/2015 $7.30 $0.00 $36.05 $13.15 $57.25 06/01/2016 $7.30 $0.00 $36.80 $13.15 $58.25 12/01/2016 $7.30 $0.00 $37.80 $13.15 For apprentice rates see "Apprentice- LABORER" CARBIDE CORE DRILL OPERATOR LABORERS - ZONE 3 (BUILDING & SITE)$47.19 12/01/2014 $7.30 $0.00 $28.74 $11.15 $47.88 06/01/2015 $7.30 $0.00 $29.43 $11.15 $48.56 12/07/2015 $7.30 $0.00 $30.11 $11.15 $49.25 06/06/2016 $7.30 $0.00 $30.80 $11.15 $49.93 12/05/2016 $7.30 $0.00 $31.48 $11.15 For apprentice rates see "Apprentice- LABORER" CARPENTER CARPENTERS LOCAL 108 - HAMPDEN HAMPSHIRE $54.52 03/02/2015 $8.05 $0.00 $32.09 $14.38 $55.32 08/31/2015 $8.05 $0.00 $32.89 $14.38 $56.07 02/29/2016 $8.05 $0.00 $33.64 $14.38 Issue Date:Wage Request Number:03/19/2015 Page 5 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date CARPENTER - Local 108 Hampden HampshireApprentice - 03/02/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $16.05 $8.05 $1.20 $0.00 $25.30 50 2 $19.25 $8.05 $1.20 $0.00 $28.50 60 3 $22.46 $8.05 $10.78 $0.00 $41.29 70 4 $24.07 $8.05 $10.78 $0.00 $42.90 75 5 $25.67 $8.05 $11.98 $0.00 $45.70 80 6 $25.67 $8.05 $11.98 $0.00 $45.70 80 7 $28.88 $8.05 $13.18 $0.00 $50.11 90 8 $28.88 $8.05 $13.18 $0.00 $50.11 90 08/31/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $16.45 $8.05 $1.20 $0.00 $25.70 50 2 $19.73 $8.05 $1.20 $0.00 $28.98 60 3 $23.02 $8.05 $10.78 $0.00 $41.85 70 4 $24.67 $8.05 $10.78 $0.00 $43.50 75 5 $26.31 $8.05 $11.98 $0.00 $46.34 80 6 $26.31 $8.05 $11.98 $0.00 $46.34 80 7 $29.60 $8.05 $13.18 $0.00 $50.83 90 8 $29.60 $8.05 $13.18 $0.00 $50.83 90 Notes: Pre-6/09 Step1$24.85/2$26.47/3$41.56/4$44.82/5$48.08/6$49.71 ** 1: 1-5/2: 6-8/3:9-11/Steps: 6 mos (600 hrs)/rates by step 7$51.34/8$52.97 Apprentice to Journeyworker Ratio:** CEMENT MASONRY/PLASTERING BRICKLAYERS LOCAL 3 (SPRINGFIELD/PITTSFIELD)$64.18 01/01/2015 $10.85 $1.30 $38.09 $13.94 $65.14 07/01/2015 $10.85 $1.30 $39.05 $13.94 $65.71 01/01/2016 $10.85 $1.30 $39.62 $13.94 CEMENT MASONRY/PLASTERING - Springfield/PittsfieldApprentice - 01/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $0.00 $0.00 $0.00 $0.00 $0.00 0 Notes: Apprentice wages shall be no less than the following Steps; 1$47.55/2$53.67/3$56.99/4$60.30/5$63.61/6$66.93/7$72.55 Steps 3,4 are 500 hrs. All other steps are 1,000 hrs. Apprentice to Journeyworker Ratio:1:3 Issue Date:Wage Request Number:03/19/2015 Page 6 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date CHAIN SAW OPERATOR LABORERS - ZONE 3 (BUILDING & SITE)$47.19 12/01/2014 $7.30 $0.00 $28.74 $11.15 $47.88 06/01/2015 $7.30 $0.00 $29.43 $11.15 $48.56 12/07/2015 $7.30 $0.00 $30.11 $11.15 $49.25 06/06/2016 $7.30 $0.00 $30.80 $11.15 $49.93 12/05/2016 $7.30 $0.00 $31.48 $11.15 For apprentice rates see "Apprentice- LABORER" COMPRESSOR OPERATOR OPERATING ENGINEERS LOCAL 98 $52.86 12/01/2014 $9.70 $0.00 $32.16 $11.00 $53.61 06/01/2015 $9.70 $0.00 $32.91 $11.00 $54.36 12/01/2015 $9.70 $0.00 $33.66 $11.00 For apprentice rates see "Apprentice- OPERATING ENGINEERS" CRANE OPERATOR OPERATING ENGINEERS LOCAL 98 $56.89 12/01/2014 $9.70 $0.00 $36.19 $11.00 $57.64 06/01/2015 $9.70 $0.00 $36.94 $11.00 $58.39 12/01/2015 $9.70 $0.00 $37.69 $11.00 For apprentice rates see "Apprentice- OPERATING ENGINEERS" DELEADER (BRIDGE) PAINTERS LOCAL 35 - ZONE 3 $71.61 01/01/2015 $7.85 $0.00 $47.66 $16.10 $72.51 07/01/2015 $7.85 $0.00 $48.56 $16.10 $73.46 01/01/2016 $7.85 $0.00 $49.51 $16.10 $74.41 07/01/2016 $7.85 $0.00 $50.46 $16.10 $75.36 01/01/2017 $7.85 $0.00 $51.41 $16.10 Issue Date:Wage Request Number:03/19/2015 Page 7 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date PAINTER Local 35 - BRIDGES/TANKSApprentice - 01/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $23.83 $7.85 $0.00 $0.00 $31.68 50 2 $26.21 $7.85 $3.66 $0.00 $37.72 55 3 $28.60 $7.85 $3.99 $0.00 $40.44 60 4 $30.98 $7.85 $4.32 $0.00 $43.15 65 5 $33.36 $7.85 $14.11 $0.00 $55.32 70 6 $35.75 $7.85 $14.44 $0.00 $58.04 75 7 $38.13 $7.85 $14.77 $0.00 $60.75 80 8 $42.89 $7.85 $15.44 $0.00 $66.18 90 07/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $24.28 $7.85 $0.00 $0.00 $32.13 50 2 $26.71 $7.85 $3.66 $0.00 $38.22 55 3 $29.14 $7.85 $3.99 $0.00 $40.98 60 4 $31.56 $7.85 $4.32 $0.00 $43.73 65 5 $33.99 $7.85 $14.11 $0.00 $55.95 70 6 $36.42 $7.85 $14.44 $0.00 $58.71 75 7 $38.85 $7.85 $14.77 $0.00 $61.47 80 8 $43.70 $7.85 $15.44 $0.00 $66.99 90 Notes: Steps are 750 hrs. Apprentice to Journeyworker Ratio:1:1 DEMO: ADZEMAN LABORERS - ZONE 3 (BUILDING & SITE)$55.00 12/01/2014 $7.30 $0.00 $34.75 $12.95 $55.75 06/01/2015 $7.30 $0.00 $35.50 $12.95 $56.50 12/01/2015 $7.30 $0.00 $36.25 $12.95 For apprentice rates see "Apprentice- LABORER" DEMO: BACKHOE/LOADER/HAMMER OPERATOR LABORERS - ZONE 3 (BUILDING & SITE)$56.00 12/01/2014 $7.30 $0.00 $35.75 $12.95 $56.75 06/01/2015 $7.30 $0.00 $36.50 $12.95 $57.50 12/01/2015 $7.30 $0.00 $37.25 $12.95 For apprentice rates see "Apprentice- LABORER" DEMO: BURNERS LABORERS - ZONE 3 (BUILDING & SITE)$55.75 12/01/2014 $7.30 $0.00 $35.50 $12.95 $56.50 06/01/2015 $7.30 $0.00 $36.25 $12.95 $57.25 12/01/2015 $7.30 $0.00 $37.00 $12.95 For apprentice rates see "Apprentice- LABORER" DEMO: CONCRETE CUTTER/SAWYER LABORERS - ZONE 3 (BUILDING & SITE)$56.00 12/01/2014 $7.30 $0.00 $35.75 $12.95 $56.75 06/01/2015 $7.30 $0.00 $36.50 $12.95 $57.50 12/01/2015 $7.30 $0.00 $37.25 $12.95 For apprentice rates see "Apprentice- LABORER" Issue Date:Wage Request Number:03/19/2015 Page 8 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date DEMO: JACKHAMMER OPERATOR LABORERS - ZONE 3 (BUILDING & SITE)$55.75 12/01/2014 $7.30 $0.00 $35.50 $12.95 $56.50 06/01/2015 $7.30 $0.00 $36.25 $12.95 $57.25 12/01/2015 $7.30 $0.00 $37.00 $12.95 For apprentice rates see "Apprentice- LABORER" DEMO: WRECKING LABORER LABORERS - ZONE 3 (BUILDING & SITE)$55.00 12/01/2014 $7.30 $0.00 $34.75 $12.95 $55.75 06/01/2015 $7.30 $0.00 $35.50 $12.95 $56.50 12/01/2015 $7.30 $0.00 $36.25 $12.95 For apprentice rates see "Apprentice- LABORER" DIVER PILE DRIVER LOCAL 56 (ZONE 3)$86.21 08/01/2014 $9.80 $0.00 $58.24 $18.17 $88.31 08/01/2015 $9.80 $0.00 $60.34 $18.17 DIVER TENDER PILE DRIVER LOCAL 56 (ZONE 3)$69.57 08/01/2014 $9.80 $0.00 $41.60 $18.17 $71.07 08/01/2015 $9.80 $0.00 $43.10 $18.17 DIVER TENDER (EFFLUENT) PILE DRIVER LOCAL 56 (ZONE 3)$90.37 08/01/2014 $9.80 $0.00 $62.40 $18.17 $92.62 08/01/2015 $9.80 $0.00 $64.65 $18.17 DIVER/SLURRY (EFFLUENT) PILE DRIVER LOCAL 56 (ZONE 3) $115.33 08/01/2014 $9.80 $0.00 $87.36 $18.17 $118.48 08/01/2015 $9.80 $0.00 $90.51 $18.17 ELECTRICIAN (Including Core Drilling) ELECTRICIANS LOCAL 7 $56.24 12/29/2014 $9.05 $0.00 $37.71 $9.48 $57.04 06/28/2015 $9.05 $0.00 $38.51 $9.48 $57.89 01/03/2016 $9.05 $0.00 $39.36 $9.48 $58.79 07/03/2016 $9.05 $0.00 $40.26 $9.48 $59.69 01/01/2017 $9.05 $0.00 $41.16 $9.48 ELECTRICIAN - Local 7Apprentice - 12/29/2014 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $15.08 $4.00 $0.45 $0.00 $19.53 40 2 $16.97 $4.00 $0.45 $0.00 $21.42 45 3 $18.86 $9.05 $5.30 $0.00 $33.21 50 4 $20.74 $9.05 $5.30 $0.00 $35.09 55 5 $24.51 $9.05 $6.30 $0.00 $39.86 65 6 $26.40 $9.05 $7.30 $0.00 $42.75 70 06/28/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $15.40 $4.00 $0.46 $0.00 $19.86 40 2 $17.33 $4.00 $0.46 $0.00 $21.79 45 3 $19.26 $9.05 $5.31 $0.00 $33.62 50 4 $21.18 $9.05 $5.31 $0.00 $35.54 55 5 $25.03 $9.05 $6.31 $0.00 $40.39 65 6 $26.96 $9.05 $7.31 $0.00 $43.32 70 Notes: Pre-5/31/11 Begins at Step 3$37.66/4$39.54/5$43.88/6$45.94 Steps 1-2 are 1000 hrs; Steps 3-6 are 1500 hrs. Apprentice to Journeyworker Ratio:2:3**** Issue Date:Wage Request Number:03/19/2015 Page 9 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date ELEVATOR CONSTRUCTOR ELEVATOR CONSTRUCTORS LOCAL 41 $75.52 01/01/2015 $13.58 $0.00 $47.73 $14.21 $78.16 01/01/2016 $14.43 $0.00 $48.77 $14.96 $80.89 01/01/2017 $15.28 $0.00 $49.90 $15.71 ELEVATOR CONSTRUCTOR - Local 41Apprentice - 01/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $23.87 $13.58 $14.21 $0.00 $51.66 50 2 $26.25 $13.58 $14.21 $0.00 $54.04 55 3 $31.02 $13.58 $14.21 $0.00 $58.81 65 4 $33.41 $13.58 $14.21 $0.00 $61.20 70 5 $38.18 $13.58 $14.21 $0.00 $65.97 80 01/01/2016 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $24.39 $14.43 $14.96 $0.00 $53.78 50 2 $26.82 $14.43 $14.96 $0.00 $56.21 55 3 $31.70 $14.43 $14.96 $0.00 $61.09 65 4 $34.14 $14.43 $14.96 $0.00 $63.53 70 5 $39.02 $14.43 $14.96 $0.00 $68.41 80 Notes: Steps 1-2 are 6 mos.; Steps 3-5 are 1 year Apprentice to Journeyworker Ratio:1:1 ELEVATOR CONSTRUCTOR HELPER ELEVATOR CONSTRUCTORS LOCAL 41 $61.20 01/01/2015 $13.58 $0.00 $33.41 $14.21 $63.53 01/01/2016 $14.43 $0.00 $34.14 $14.96 $65.92 01/01/2017 $15.28 $0.00 $34.93 $15.71 For apprentice rates see "Apprentice - ELEVATOR CONSTRUCTOR" FENCE & GUARD RAIL ERECTOR (HEAVY & HIGHWAY) LABORERS - ZONE 3 (HEAVY & HIGHWAY)$45.72 12/01/2014 $7.30 $0.00 $28.24 $10.18 $46.22 06/01/2015 $7.30 $0.00 $28.74 $10.18 $46.72 12/01/2015 $7.30 $0.00 $29.24 $10.18 $47.22 06/01/2016 $7.30 $0.00 $29.74 $10.18 $47.97 12/01/2016 $7.30 $0.00 $30.49 $10.18 For apprentice rates see "Apprentice- LABORER (Heavy and Highway) FIELD ENG.INST/ROD-BLDG,SITE,HVY/HWY OPERATING ENGINEERS LOCAL 98 $27.74 06/01/1999 $4.80 $0.00 $18.84 $4.10 FIELD ENG.PARTY CHIEF:BLDG,SITE,HVY/HWY OPERATING ENGINEERS LOCAL 98 $30.23 06/01/1999 $4.80 $0.00 $21.33 $4.10 FIELD ENG.SURVEY CHIEF-BLDG,SITE,HVY/HWY OPERATING ENGINEERS LOCAL 98 $31.23 06/01/1999 $4.80 $0.00 $22.33 $4.10 FIRE ALARM INSTALLER ELECTRICIANS LOCAL 7 $56.24 12/29/2014 $9.05 $0.00 $37.71 $9.48 $57.04 06/28/2015 $9.05 $0.00 $38.51 $9.48 $57.89 01/03/2016 $9.05 $0.00 $39.36 $9.48 $58.79 07/03/2016 $9.05 $0.00 $40.26 $9.48 $59.69 01/01/2017 $9.05 $0.00 $41.16 $9.48 For apprentice rates see "Apprentice- ELECTRICIAN" Issue Date:Wage Request Number:03/19/2015 Page 10 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date FIRE ALARM REPAIR / MAINTENANCE / COMMISSIONINGELECTRICIANS LOCAL 7 $56.24 12/29/2014 $9.05 $0.00 $37.71 $9.48 $57.04 06/28/2015 $9.05 $0.00 $38.51 $9.48 $57.89 01/03/2016 $9.05 $0.00 $39.36 $9.48 $58.79 07/03/2016 $9.05 $0.00 $40.26 $9.48 $59.69 01/01/2017 $9.05 $0.00 $41.16 $9.48 For apprentice rates see "Apprentice- TELECOMMUNICATIONS TECHNICIAN" FIREMAN OPERATING ENGINEERS LOCAL 98 $52.86 12/01/2014 $9.70 $0.00 $32.16 $11.00 $53.61 06/01/2015 $9.70 $0.00 $32.91 $11.00 $54.36 12/01/2015 $9.70 $0.00 $33.66 $11.00 OPERATING ENGINEERS - Local 98 Class 3Apprentice - 12/01/2014 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $19.30 $9.70 $11.00 $0.00 $40.00 60 2 $22.51 $9.70 $11.00 $0.00 $43.21 70 3 $25.73 $9.70 $11.00 $0.00 $46.43 80 4 $28.94 $9.70 $11.00 $0.00 $49.64 90 06/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $19.75 $9.70 $11.00 $0.00 $40.45 60 2 $23.04 $9.70 $11.00 $0.00 $43.74 70 3 $26.33 $9.70 $11.00 $0.00 $47.03 80 4 $29.62 $9.70 $11.00 $0.00 $50.32 90 Notes: Steps 1-2 are 1000 hrs.; Steps 3-4 are 2000 hrs. Apprentice to Journeyworker Ratio:1:6 FLAGGER & SIGNALER (HEAVY & HIGHWAY) LABORERS - ZONE 3 (HEAVY & HIGHWAY) $37.98 12/01/2014 $7.30 $0.00 $20.50 $10.18 $37.98 06/01/2015 $7.30 $0.00 $20.50 $10.18 $37.98 12/01/2015 $7.30 $0.00 $20.50 $10.18 $37.98 06/01/2016 $7.30 $0.00 $20.50 $10.18 $37.98 12/01/2016 $7.30 $0.00 $20.50 $10.18 For apprentice rates see "Apprentice- LABORER (Heavy and Highway) FLOORCOVERER FLOORCOVERERS LOCAL 2168 ZONE III $53.55 09/01/2014 $7.80 $0.00 $31.79 $13.96 Issue Date:Wage Request Number:03/19/2015 Page 11 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date FLOORCOVERER - Local 2168 Zone IIIApprentice - 09/01/2014 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $15.90 $7.80 $1.12 $0.00 $24.82 50 2 $17.48 $7.80 $1.12 $0.00 $26.40 55 3 $19.07 $7.80 $10.51 $0.00 $37.38 60 4 $20.66 $7.80 $10.51 $0.00 $38.97 65 5 $22.25 $7.80 $11.66 $0.00 $41.71 70 6 $23.84 $7.80 $11.66 $0.00 $43.30 75 7 $25.43 $7.80 $12.81 $0.00 $46.04 80 8 $27.02 $7.80 $12.81 $0.00 $47.63 85 Notes: Steps are 750 hrs. Apprentice to Journeyworker Ratio:1:1 FORK LIFT OPERATING ENGINEERS LOCAL 98 $53.08 12/01/2014 $9.70 $0.00 $32.38 $11.00 $53.83 06/01/2015 $9.70 $0.00 $33.13 $11.00 $54.58 12/01/2015 $9.70 $0.00 $33.88 $11.00 For apprentice rates see "Apprentice- OPERATING ENGINEERS" GENERATORS/LIGHTING PLANTS OPERATING ENGINEERS LOCAL 98 $49.63 12/01/2014 $9.70 $0.00 $28.93 $11.00 $50.38 06/01/2015 $9.70 $0.00 $29.68 $11.00 $51.13 12/01/2015 $9.70 $0.00 $30.43 $11.00 For apprentice rates see "Apprentice- OPERATING ENGINEERS" GLAZIER (GLASS PLANK/AIR BARRIER/INTERIOR SYSTEMS) GLAZIERS LOCAL 1333 $52.13 06/01/2014 $9.80 $0.00 $34.58 $7.75 $53.33 06/01/2015 $10.25 $0.00 $35.08 $8.00 $54.53 06/01/2016 $10.70 $0.00 $35.58 $8.25 Issue Date:Wage Request Number:03/19/2015 Page 12 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date GLAZIER - Local 1333Apprentice - 06/01/2014 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $17.29 $9.80 $1.00 $0.00 $28.09 50 2 $19.45 $9.80 $1.00 $0.00 $30.25 56 3 $21.61 $9.80 $1.50 $0.00 $32.91 63 4 $23.77 $9.80 $1.50 $0.00 $35.07 69 5 $25.94 $9.80 $2.00 $0.00 $37.74 75 6 $28.10 $9.80 $2.00 $0.00 $39.90 81 7 $30.26 $9.80 $7.75 $0.00 $47.81 88 8 $32.42 $9.80 $7.75 $0.00 $49.97 94 06/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $17.54 $10.25 $1.00 $0.00 $28.79 50 2 $19.73 $10.25 $1.00 $0.00 $30.98 56 3 $21.93 $10.25 $1.50 $0.00 $33.68 63 4 $24.12 $10.25 $1.50 $0.00 $35.87 69 5 $26.31 $10.25 $2.00 $0.00 $38.56 75 6 $28.50 $10.25 $2.00 $0.00 $40.75 81 7 $30.70 $10.25 $8.00 $0.00 $48.95 88 8 $32.89 $10.25 $8.00 $0.00 $51.14 94 Notes: Apprentice to Journeyworker Ratio:1:3 GRADER/TRENCHING MACHINE/DERRICK OPERATING ENGINEERS LOCAL 98 $53.39 12/01/2014 $9.70 $0.00 $32.69 $11.00 $54.14 06/01/2015 $9.70 $0.00 $33.44 $11.00 $54.89 12/01/2015 $9.70 $0.00 $34.19 $11.00 For apprentice rates see "Apprentice- OPERATING ENGINEERS" HVAC (DUCTWORK) SHEETMETAL WORKERS LOCAL 63 $57.47 01/01/2015 $8.64 $1.66 $32.97 $14.20 $58.12 07/01/2015 $8.64 $1.66 $33.03 $14.79 $58.82 01/01/2016 $8.64 $1.66 $33.73 $14.79 $59.57 07/01/2016 $8.64 $1.66 $34.44 $14.83 $60.32 01/01/2017 $8.64 $1.66 $35.19 $14.83 For apprentice rates see "Apprentice- SHEET METAL WORKER" HVAC (ELECTRICAL CONTROLS) ELECTRICIANS LOCAL 7 $56.24 12/29/2014 $9.05 $0.00 $37.71 $9.48 $57.04 06/28/2015 $9.05 $0.00 $38.51 $9.48 $57.89 01/03/2016 $9.05 $0.00 $39.36 $9.48 $58.79 07/03/2016 $9.05 $0.00 $40.26 $9.48 $59.69 01/01/2017 $9.05 $0.00 $41.16 $9.48 For apprentice rates see "Apprentice- ELECTRICIAN" Issue Date:Wage Request Number:03/19/2015 Page 13 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date HVAC (TESTING AND BALANCING - AIR) SHEETMETAL WORKERS LOCAL 63 $57.47 01/01/2015 $8.64 $1.66 $32.97 $14.20 $58.12 07/01/2015 $8.64 $1.66 $33.03 $14.79 $58.82 01/01/2016 $8.64 $1.66 $33.73 $14.79 $59.57 07/01/2016 $8.64 $1.66 $34.44 $14.83 $60.32 01/01/2017 $8.64 $1.66 $35.19 $14.83 For apprentice rates see "Apprentice- SHEET METAL WORKER" HVAC (TESTING AND BALANCING -WATER) PLUMBERS & PIPEFITTERS LOCAL 104 $60.11 03/17/2015 $8.30 $0.00 $37.41 $14.40 $60.86 09/17/2015 $8.30 $0.00 $38.16 $14.40 $61.86 03/17/2016 $8.30 $0.00 $39.16 $14.40 For apprentice rates see "Apprentice- PIPEFITTER" or "PLUMBER/PIPEFITTER" HVAC MECHANIC PLUMBERS & PIPEFITTERS LOCAL 104 $60.11 03/17/2015 $8.30 $0.00 $37.41 $14.40 $60.86 09/17/2015 $8.30 $0.00 $38.16 $14.40 $61.86 03/17/2016 $8.30 $0.00 $39.16 $14.40 For apprentice rates see "Apprentice- PIPEFITTER" or "PLUMBER/PIPEFITTER" HYDRAULIC DRILLS (HEAVY & HIGHWAY) LABORERS - ZONE 3 (HEAVY & HIGHWAY)$46.22 12/01/2014 $7.30 $0.00 $28.74 $10.18 $46.72 06/01/2015 $7.30 $0.00 $29.24 $10.18 $47.22 12/01/2015 $7.30 $0.00 $29.74 $10.18 $47.72 06/01/2016 $7.30 $0.00 $30.24 $10.18 $48.47 12/01/2016 $7.30 $0.00 $30.99 $10.18 For apprentice rates see "Apprentice- LABORER (Heavy and Highway) INSULATOR (PIPES & TANKS) HEAT & FROST INSULATORS LOCAL 6 (SPRINGFIELD)$58.50 09/01/2014 $11.25 $0.00 $34.65 $12.60 ASBESTOS INSULATOR (Pipes & Tanks) - Local 6 SpringfieldApprentice - 09/01/2014 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $17.33 $11.25 $9.35 $0.00 $37.93 50 2 $20.79 $11.25 $10.00 $0.00 $42.04 60 3 $24.26 $11.25 $10.65 $0.00 $46.16 70 4 $27.72 $11.25 $11.30 $0.00 $50.27 80 Notes: Steps are 1 year Apprentice to Journeyworker Ratio:1:4 IRONWORKER/WELDER IRONWORKERS LOCAL 7 (SPRINGFIELD AREA)$57.20 03/16/2015 $7.70 $0.00 $30.00 $19.50 $57.85 09/16/2015 $7.70 $0.00 $30.65 $19.50 $58.50 03/16/2016 $7.70 $0.00 $31.30 $19.50 $59.15 09/16/2016 $7.70 $0.00 $31.95 $19.50 $59.80 03/16/2017 $7.70 $0.00 $32.60 $19.50 Issue Date:Wage Request Number:03/19/2015 Page 14 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date IRONWORKER - Local 7 SpringfieldApprentice - 03/16/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $18.00 $7.70 $19.50 $0.00 $45.20 60 2 $21.00 $7.70 $19.50 $0.00 $48.20 70 3 $22.50 $7.70 $19.50 $0.00 $49.70 75 4 $24.00 $7.70 $19.50 $0.00 $51.20 80 5 $25.50 $7.70 $19.50 $0.00 $52.70 85 6 $27.00 $7.70 $19.50 $0.00 $54.20 90 09/16/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $18.39 $7.70 $19.50 $0.00 $45.59 60 2 $21.46 $7.70 $19.50 $0.00 $48.66 70 3 $22.99 $7.70 $19.50 $0.00 $50.19 75 4 $24.52 $7.70 $19.50 $0.00 $51.72 80 5 $26.05 $7.70 $19.50 $0.00 $53.25 85 6 $27.59 $7.70 $19.50 $0.00 $54.79 90 Notes: Structural 1:6; Ornamental 1:4 Apprentice to Journeyworker Ratio: JACKHAMMER & PAVING BREAKER OPERATOR LABORERS - ZONE 3 (BUILDING & SITE) $47.19 12/01/2014 $7.30 $0.00 $28.74 $11.15 $47.88 06/01/2015 $7.30 $0.00 $29.43 $11.15 $48.56 12/07/2015 $7.30 $0.00 $30.11 $11.15 $49.25 06/06/2016 $7.30 $0.00 $30.80 $11.15 $49.93 12/05/2016 $7.30 $0.00 $31.48 $11.15 For apprentice rates see "Apprentice- LABORER" LABORER LABORERS - ZONE 3 (BUILDING & SITE)$46.94 12/01/2014 $7.30 $0.00 $28.49 $11.15 $47.63 06/01/2015 $7.30 $0.00 $29.18 $11.15 $48.31 12/07/2015 $7.30 $0.00 $29.86 $11.15 $49.00 06/06/2016 $7.30 $0.00 $30.55 $11.15 $49.68 12/05/2016 $7.30 $0.00 $31.23 $11.15 Issue Date:Wage Request Number:03/19/2015 Page 15 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date LABORER - Zone 3 Building & SiteApprentice - 12/01/2014 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $17.09 $7.30 $11.15 $0.00 $35.54 60 2 $19.94 $7.30 $11.15 $0.00 $38.39 70 3 $22.79 $7.30 $11.15 $0.00 $41.24 80 4 $25.64 $7.30 $11.15 $0.00 $44.09 90 06/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $17.51 $7.30 $11.15 $0.00 $35.96 60 2 $20.43 $7.30 $11.15 $0.00 $38.88 70 3 $23.34 $7.30 $11.15 $0.00 $41.79 80 4 $26.26 $7.30 $11.15 $0.00 $44.71 90 Notes: Apprentice to Journeyworker Ratio:1:5 LABORER (HEAVY & HIGHWAY) LABORERS - ZONE 3 (HEAVY & HIGHWAY)$45.47 12/01/2014 $7.30 $0.00 $27.99 $10.18 $45.97 06/01/2015 $7.30 $0.00 $28.49 $10.18 $46.47 12/01/2015 $7.30 $0.00 $28.99 $10.18 $46.97 06/01/2016 $7.30 $0.00 $29.49 $10.18 $47.72 12/01/2016 $7.30 $0.00 $30.24 $10.18 LABORER (Heavy & Highway) - Zone 3Apprentice - 12/01/2014 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $16.79 $7.30 $10.18 $0.00 $34.27 60 2 $19.59 $7.30 $10.18 $0.00 $37.07 70 3 $22.39 $7.30 $10.18 $0.00 $39.87 80 4 $25.19 $7.30 $10.18 $0.00 $42.67 90 06/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $17.09 $7.30 $10.18 $0.00 $34.57 60 2 $19.94 $7.30 $10.18 $0.00 $37.42 70 3 $22.79 $7.30 $10.18 $0.00 $40.27 80 4 $25.64 $7.30 $10.18 $0.00 $43.12 90 Notes: Apprentice to Journeyworker Ratio:1:5 Issue Date:Wage Request Number:03/19/2015 Page 16 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date LABORER: CARPENTER TENDER LABORERS - ZONE 3 (BUILDING & SITE) $46.94 12/01/2014 $7.30 $0.00 $28.49 $11.15 $47.63 06/01/2015 $7.30 $0.00 $29.18 $11.15 $48.31 12/07/2015 $7.30 $0.00 $29.86 $11.15 $49.00 06/06/2016 $7.30 $0.00 $30.55 $11.15 $49.68 12/05/2016 $7.30 $0.00 $31.23 $11.15 For apprentice rates see "Apprentice- LABORER" LABORER: CEMENT FINISHER TENDER LABORERS - ZONE 3 (BUILDING & SITE)$47.19 12/01/2014 $7.30 $0.00 $28.74 $11.15 $47.88 06/01/2015 $7.30 $0.00 $29.43 $11.15 $48.56 12/07/2015 $7.30 $0.00 $30.11 $11.15 $49.25 06/06/2016 $7.30 $0.00 $30.80 $11.15 $49.93 12/05/2016 $7.30 $0.00 $31.48 $11.15 For apprentice rates see "Apprentice- LABORER" LABORER: HAZARDOUS WASTE/ASBESTOS REMOVER LABORERS - ZONE 3 (BUILDING & SITE)$47.04 12/01/2014 $7.30 $0.00 $28.59 $11.15 $47.73 06/01/2015 $7.30 $0.00 $29.28 $11.15 $48.41 12/07/2015 $7.30 $0.00 $29.96 $11.15 For apprentice rates see "Apprentice- LABORER" LABORER: MASON TENDER LABORERS - ZONE 3 (BUILDING & SITE)$47.94 12/01/2014 $7.30 $0.00 $29.49 $11.15 $48.63 06/01/2015 $7.30 $0.00 $30.18 $11.15 $49.31 12/07/2015 $7.30 $0.00 $30.86 $11.15 $50.00 06/06/2016 $7.30 $0.00 $31.55 $11.15 $50.68 12/05/2016 $7.30 $0.00 $32.23 $11.15 For apprentice rates see "Apprentice- LABORER" LABORER: MASON TENDER (HEAVY & HIGHWAY) LABORERS - ZONE 3 (HEAVY & HIGHWAY)$45.72 12/01/2014 $7.30 $0.00 $28.24 $10.18 $46.22 06/01/2015 $7.30 $0.00 $28.74 $10.18 $46.72 12/01/2015 $7.30 $0.00 $29.24 $10.18 $47.22 06/01/2016 $7.30 $0.00 $29.74 $10.18 $47.97 12/01/2016 $7.30 $0.00 $30.49 $10.18 For apprentice rates see "Apprentice- LABORER (Heavy and Highway) LABORER: MULTI-TRADE TENDER LABORERS - ZONE 3 (BUILDING & SITE)$46.94 12/01/2014 $7.30 $0.00 $28.49 $11.15 $47.63 06/01/2015 $7.30 $0.00 $29.18 $11.15 $48.31 12/07/2015 $7.30 $0.00 $29.86 $11.15 $49.00 06/06/2016 $7.30 $0.00 $30.55 $11.15 $49.68 12/05/2016 $7.30 $0.00 $31.23 $11.15 For apprentice rates see "Apprentice- LABORER" LABORER: TREE REMOVER LABORERS - ZONE 3 (BUILDING & SITE)$46.94 12/01/2014 $7.30 $0.00 $28.49 $11.15 $47.63 06/01/2015 $7.30 $0.00 $29.18 $11.15 $48.31 12/07/2015 $7.30 $0.00 $29.86 $11.15 $49.00 06/06/2016 $7.30 $0.00 $30.55 $11.15 $49.68 12/05/2016 $7.30 $0.00 $31.23 $11.15 This classification applies to all tree work associated with the removal of standing trees, and trimming and removal of branches and limbs when the work is not done for a utility company for the purpose of operation, maintenance or repair of utility company equipment. For apprentice rates see "Apprentice- LABORER" LASER BEAM OPERATOR LABORERS - ZONE 3 (BUILDING & SITE)$47.19 12/01/2014 $7.30 $0.00 $28.74 $11.15 $47.88 06/01/2015 $7.30 $0.00 $29.43 $11.15 $48.56 12/07/2015 $7.30 $0.00 $30.11 $11.15 $49.25 06/06/2016 $7.30 $0.00 $30.80 $11.15 $49.93 12/05/2016 $7.30 $0.00 $31.48 $11.15 For apprentice rates see "Apprentice- LABORER" Issue Date:Wage Request Number:03/19/2015 Page 17 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date LASER BEAM OPERATOR (HEAVY & HIGHWAY) LABORERS - ZONE 3 (HEAVY & HIGHWAY) $45.72 12/01/2014 $7.30 $0.00 $28.24 $10.18 $46.22 06/01/2015 $7.30 $0.00 $28.74 $10.18 $46.72 12/01/2015 $7.30 $0.00 $29.24 $10.18 $47.22 06/01/2016 $7.30 $0.00 $29.74 $10.18 $47.97 12/01/2016 $7.30 $0.00 $30.49 $10.18 For apprentice rates see "Apprentice- LABORER (Heavy and Highway) MARBLE & TILE FINISHERS BRICKLAYERS LOCAL 3 (SPR/PITT) - MARBLE & TILE $57.38 03/02/2015 $10.18 $0.00 $30.85 $16.35 $58.35 08/31/2015 $10.18 $0.00 $31.76 $16.41 $58.92 02/29/2016 $10.18 $0.00 $32.33 $16.41 $59.90 09/05/2016 $10.18 $0.00 $33.24 $16.48 $60.47 02/27/2017 $10.18 $0.00 $33.81 $16.48 MARBLE-TILE-TERRAZZO FINISHER-Local 3 Marble/Tile (Spr/Pitt)Apprentice - 03/02/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $15.43 $10.18 $16.35 $0.00 $41.96 50 2 $18.51 $10.18 $16.35 $0.00 $45.04 60 3 $21.60 $10.18 $16.35 $0.00 $48.13 70 4 $24.68 $10.18 $16.35 $0.00 $51.21 80 5 $27.77 $10.18 $16.35 $0.00 $54.30 90 08/31/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $15.88 $10.18 $16.41 $0.00 $42.47 50 2 $19.06 $10.18 $16.41 $0.00 $45.65 60 3 $22.23 $10.18 $16.41 $0.00 $48.82 70 4 $25.41 $10.18 $16.41 $0.00 $52.00 80 5 $28.58 $10.18 $16.41 $0.00 $55.17 90 Notes: Apprentice to Journeyworker Ratio:1:5 MARBLE MASONS,TILELAYERS & TERRAZZO MECH BRICKLAYERS LOCAL 3 (SPR/PITT) - MARBLE & TILE $64.30 03/02/2015 $10.18 $0.00 $37.46 $16.66 $65.27 08/31/2015 $10.18 $0.00 $38.36 $16.73 $65.84 02/29/2016 $10.18 $0.00 $38.93 $16.73 $66.82 09/05/2016 $10.18 $0.00 $39.83 $16.81 $67.39 02/27/2017 $10.18 $0.00 $40.40 $16.81 Issue Date:Wage Request Number:03/19/2015 Page 18 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date MARBLE-TILE-TERRAZZO MECH - Local 3 Marble/Tile (Spr/Pitt)Apprentice - 03/02/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $18.73 $10.18 $16.66 $0.00 $45.57 50 2 $22.48 $10.18 $16.66 $0.00 $49.32 60 3 $26.22 $10.18 $16.66 $0.00 $53.06 70 4 $29.97 $10.18 $16.66 $0.00 $56.81 80 5 $33.71 $10.18 $16.66 $0.00 $60.55 90 08/31/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $19.18 $10.18 $16.73 $0.00 $46.09 50 2 $23.02 $10.18 $16.73 $0.00 $49.93 60 3 $26.85 $10.18 $16.73 $0.00 $53.76 70 4 $30.69 $10.18 $16.73 $0.00 $57.60 80 5 $34.52 $10.18 $16.73 $0.00 $61.43 90 Notes: Apprentice to Journeyworker Ratio:1:5 MECH. SWEEPER OPERATOR (ON CONST. SITES) OPERATING ENGINEERS LOCAL 98 $53.39 12/01/2014 $9.70 $0.00 $32.69 $11.00 $54.14 06/01/2015 $9.70 $0.00 $33.44 $11.00 $54.89 12/01/2015 $9.70 $0.00 $34.19 $11.00 For apprentice rates see "Apprentice- OPERATING ENGINEERS" MECHANIC/WELDER/BOOM TRUCK OPERATING ENGINEERS LOCAL 98 $52.86 12/01/2014 $9.70 $0.00 $32.16 $11.00 $53.61 06/01/2015 $9.70 $0.00 $32.91 $11.00 $54.36 12/01/2015 $9.70 $0.00 $33.66 $11.00 For apprentice rates see "Apprentice- OPERATING ENGINEERS" MILLWRIGHT (Zone 3) MILLWRIGHTS LOCAL 1121 - Zone 3 $58.39 10/01/2014 $9.80 $0.00 $32.38 $16.21 $59.14 04/01/2015 $9.80 $0.00 $33.13 $16.21 Issue Date:Wage Request Number:03/19/2015 Page 19 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date MILLWRIGHT - Local 1121 Zone 3Apprentice - 10/01/2014 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $17.81 $9.80 $4.48 $0.00 $32.09 55 2 $21.05 $9.80 $13.36 $0.00 $44.21 65 3 $24.29 $9.80 $14.18 $0.00 $48.27 75 4 $27.52 $9.80 $14.99 $0.00 $52.31 85 04/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $18.22 $9.80 $4.48 $0.00 $32.50 55 2 $21.53 $9.80 $13.36 $0.00 $44.69 65 3 $24.85 $9.80 $14.18 $0.00 $48.83 75 4 $28.16 $9.80 $14.99 $0.00 $52.95 85 Notes: Steps are 2,000 hours Apprentice to Journeyworker Ratio:1:5 MORTAR MIXER LABORERS - ZONE 3 (BUILDING & SITE)$47.19 12/01/2014 $7.30 $0.00 $28.74 $11.15 $47.88 06/01/2015 $7.30 $0.00 $29.43 $11.15 $48.56 12/07/2015 $7.30 $0.00 $30.11 $11.15 $49.25 06/06/2016 $7.30 $0.00 $30.80 $11.15 $49.93 12/05/2016 $7.30 $0.00 $31.48 $11.15 For apprentice rates see "Apprentice- LABORER" OILER OPERATING ENGINEERS LOCAL 98 $48.55 12/01/2014 $9.70 $0.00 $27.85 $11.00 $49.30 06/01/2015 $9.70 $0.00 $28.60 $11.00 $50.05 12/01/2015 $9.70 $0.00 $29.35 $11.00 For apprentice rates see "Apprentice- OPERATING ENGINEERS" OTHER POWER DRIVEN EQUIPMENT - CLASS VI OPERATING ENGINEERS LOCAL 98 $46.57 12/01/2014 $9.70 $0.00 $25.87 $11.00 $47.32 06/01/2015 $9.70 $0.00 $26.62 $11.00 $48.07 12/01/2015 $9.70 $0.00 $27.37 $11.00 For apprentice rates see "Apprentice- OPERATING ENGINEERS" PAINTER (BRIDGES/TANKS) PAINTERS LOCAL 35 - ZONE 3 $71.61 01/01/2015 $7.85 $0.00 $47.66 $16.10 $72.51 07/01/2015 $7.85 $0.00 $48.56 $16.10 $73.46 01/01/2016 $7.85 $0.00 $49.51 $16.10 $74.41 07/01/2016 $7.85 $0.00 $50.46 $16.10 $75.36 01/01/2017 $7.85 $0.00 $51.41 $16.10 Issue Date:Wage Request Number:03/19/2015 Page 20 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date PAINTER Local 35 - BRIDGES/TANKSApprentice - 01/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $23.83 $7.85 $0.00 $0.00 $31.68 50 2 $26.21 $7.85 $3.66 $0.00 $37.72 55 3 $28.60 $7.85 $3.99 $0.00 $40.44 60 4 $30.98 $7.85 $4.32 $0.00 $43.15 65 5 $33.36 $7.85 $14.11 $0.00 $55.32 70 6 $35.75 $7.85 $14.44 $0.00 $58.04 75 7 $38.13 $7.85 $14.77 $0.00 $60.75 80 8 $42.89 $7.85 $15.44 $0.00 $66.18 90 07/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $24.28 $7.85 $0.00 $0.00 $32.13 50 2 $26.71 $7.85 $3.66 $0.00 $38.22 55 3 $29.14 $7.85 $3.99 $0.00 $40.98 60 4 $31.56 $7.85 $4.32 $0.00 $43.73 65 5 $33.99 $7.85 $14.11 $0.00 $55.95 70 6 $36.42 $7.85 $14.44 $0.00 $58.71 75 7 $38.85 $7.85 $14.77 $0.00 $61.47 80 8 $43.70 $7.85 $15.44 $0.00 $66.99 90 Notes: Steps are 750 hrs. Apprentice to Journeyworker Ratio:1:1 PAINTER (SPRAY OR SANDBLAST, NEW) * * If 30% or more of surfaces to be painted are new construction, NEW paint rate shall be used.PAINTERS LOCAL 35 - ZONE 3 $51.38 01/01/2015 $7.85 $0.00 $31.23 $12.30 $52.18 07/01/2015 $7.85 $0.00 $32.03 $12.30 $53.08 01/01/2016 $7.85 $0.00 $32.93 $12.30 $53.93 07/01/2016 $7.85 $0.00 $33.78 $12.30 $54.83 01/01/2017 $7.85 $0.00 $34.68 $12.30 Issue Date:Wage Request Number:03/19/2015 Page 21 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date PAINTER Local 35 Zone 3 - Spray/Sandblast - NewApprentice - 01/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $15.62 $7.85 $0.00 $0.00 $23.47 50 2 $17.18 $7.85 $1.57 $0.00 $26.60 55 3 $18.74 $7.85 $1.71 $0.00 $28.30 60 4 $20.30 $7.85 $1.85 $0.00 $30.00 65 5 $21.86 $7.85 $11.45 $0.00 $41.16 70 6 $23.42 $7.85 $11.59 $0.00 $42.86 75 7 $24.98 $7.85 $11.73 $0.00 $44.56 80 8 $28.11 $7.85 $12.02 $0.00 $47.98 90 07/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $16.02 $7.85 $0.00 $0.00 $23.87 50 2 $17.62 $7.85 $1.57 $0.00 $27.04 55 3 $19.22 $7.85 $1.71 $0.00 $28.78 60 4 $20.82 $7.85 $1.85 $0.00 $30.52 65 5 $22.42 $7.85 $11.45 $0.00 $41.72 70 6 $24.02 $7.85 $11.59 $0.00 $43.46 75 7 $25.62 $7.85 $11.73 $0.00 $45.20 80 8 $28.83 $7.85 $12.02 $0.00 $48.70 90 Notes: Steps are 750 hrs. Apprentice to Journeyworker Ratio:1:1 PAINTER (SPRAY OR SANDBLAST, REPAINT) PAINTERS LOCAL 35 - ZONE 3 $48.70 01/01/2015 $7.85 $0.00 $28.55 $12.30 $49.50 07/01/2015 $7.85 $0.00 $29.35 $12.30 $50.40 01/01/2016 $7.85 $0.00 $30.25 $12.30 $51.26 07/01/2016 $7.85 $0.00 $31.11 $12.30 $52.15 01/01/2017 $7.85 $0.00 $32.00 $12.30 Issue Date:Wage Request Number:03/19/2015 Page 22 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date PAINTER Local 35 Zone 3 - Spray/Sandblast - RepaintApprentice - 01/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $14.28 $7.85 $0.00 $0.00 $22.13 50 2 $15.70 $7.85 $1.57 $0.00 $25.12 55 3 $17.13 $7.85 $1.71 $0.00 $26.69 60 4 $18.56 $7.85 $1.85 $0.00 $28.26 65 5 $19.99 $7.85 $11.45 $0.00 $39.29 70 6 $21.41 $7.85 $11.59 $0.00 $40.85 75 7 $22.84 $7.85 $11.73 $0.00 $42.42 80 8 $25.70 $7.85 $12.02 $0.00 $45.57 90 07/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $14.68 $7.85 $0.00 $0.00 $22.53 50 2 $16.14 $7.85 $1.57 $0.00 $25.56 55 3 $17.61 $7.85 $1.71 $0.00 $27.17 60 4 $19.08 $7.85 $1.85 $0.00 $28.78 65 5 $20.55 $7.85 $11.45 $0.00 $39.85 70 6 $22.01 $7.85 $11.59 $0.00 $41.45 75 7 $23.48 $7.85 $11.73 $0.00 $43.06 80 8 $26.42 $7.85 $12.02 $0.00 $46.29 90 Notes: Steps are 750 hrs. Apprentice to Journeyworker Ratio:1:1 PAINTER / TAPER (BRUSH, NEW) * * If 30% or more of surfaces to be painted are new construction, NEW paint rate shall be used.PAINTERS LOCAL 35 - ZONE 3 $49.98 01/01/2015 $7.85 $0.00 $29.83 $12.30 $50.78 07/01/2015 $7.85 $0.00 $30.63 $12.30 $51.68 01/01/2016 $7.85 $0.00 $31.53 $12.30 $52.53 07/01/2016 $7.85 $0.00 $32.38 $12.30 $53.43 01/01/2017 $7.85 $0.00 $33.28 $12.30 Issue Date:Wage Request Number:03/19/2015 Page 23 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date PAINTER - Local 35 Zone 3 - BRUSH NEWApprentice - 01/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $14.92 $7.85 $0.00 $0.00 $22.77 50 2 $16.41 $7.85 $1.57 $0.00 $25.83 55 3 $17.90 $7.85 $1.71 $0.00 $27.46 60 4 $19.39 $7.85 $1.85 $0.00 $29.09 65 5 $20.88 $7.85 $11.45 $0.00 $40.18 70 6 $22.37 $7.85 $11.59 $0.00 $41.81 75 7 $23.86 $7.85 $11.73 $0.00 $43.44 80 8 $26.85 $7.85 $12.02 $0.00 $46.72 90 07/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $15.32 $7.85 $0.00 $0.00 $23.17 50 2 $16.85 $7.85 $1.57 $0.00 $26.27 55 3 $18.38 $7.85 $1.71 $0.00 $27.94 60 4 $19.91 $7.85 $1.85 $0.00 $29.61 65 5 $21.44 $7.85 $11.45 $0.00 $40.74 70 6 $22.97 $7.85 $11.59 $0.00 $42.41 75 7 $24.50 $7.85 $11.73 $0.00 $44.08 80 8 $27.57 $7.85 $12.02 $0.00 $47.44 90 Notes: Steps are 750 hrs. Apprentice to Journeyworker Ratio:1:1 PAINTER / TAPER (BRUSH, REPAINT) PAINTERS LOCAL 35 - ZONE 3 $47.30 01/01/2015 $7.85 $0.00 $27.15 $12.30 $48.10 07/01/2015 $7.85 $0.00 $27.95 $12.30 $49.00 01/01/2016 $7.85 $0.00 $28.85 $12.30 $49.85 07/01/2016 $7.85 $0.00 $29.70 $12.30 $50.75 01/01/2017 $7.85 $0.00 $30.60 $12.30 Issue Date:Wage Request Number:03/19/2015 Page 24 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date PAINTER Local 35 Zone 3 - BRUSH REPAINTApprentice - 01/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $13.58 $7.85 $0.00 $0.00 $21.43 50 2 $14.93 $7.85 $1.57 $0.00 $24.35 55 3 $16.29 $7.85 $1.71 $0.00 $25.85 60 4 $17.65 $7.85 $1.85 $0.00 $27.35 65 5 $19.01 $7.85 $11.45 $0.00 $38.31 70 6 $20.36 $7.85 $11.59 $0.00 $39.80 75 7 $21.72 $7.85 $11.73 $0.00 $41.30 80 8 $24.44 $7.85 $12.02 $0.00 $44.31 90 07/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $13.98 $7.85 $0.00 $0.00 $21.83 50 2 $15.37 $7.85 $1.57 $0.00 $24.79 55 3 $16.77 $7.85 $1.71 $0.00 $26.33 60 4 $18.17 $7.85 $1.85 $0.00 $27.87 65 5 $19.57 $7.85 $11.45 $0.00 $38.87 70 6 $20.96 $7.85 $11.59 $0.00 $40.40 75 7 $22.36 $7.85 $11.73 $0.00 $41.94 80 8 $25.16 $7.85 $12.02 $0.00 $45.03 90 Notes: Steps are 750 hrs. Apprentice to Journeyworker Ratio:1:1 PAINTER TRAFFIC MARKINGS (HEAVY/HIGHWAY) LABORERS - ZONE 3 (HEAVY & HIGHWAY)$45.47 12/01/2014 $7.30 $0.00 $27.99 $10.18 $45.97 06/01/2015 $7.30 $0.00 $28.49 $10.18 $46.47 12/01/2015 $7.30 $0.00 $28.99 $10.18 $46.97 06/01/2016 $7.30 $0.00 $29.49 $10.18 $47.72 12/01/2016 $7.30 $0.00 $30.24 $10.18 For apprentice rates see "Apprentice- LABORER (Heavy and Highway) PANEL & PICKUP TRUCKS DRIVER TEAMSTERS JOINT COUNCIL NO. 10 ZONE B $47.35 12/01/2012 $9.07 $0.00 $30.28 $8.00 PIER AND DOCK CONSTRUCTOR (UNDERPINNING AND DECK) PILE DRIVER LOCAL 56 (ZONE 3) $65.82 03/02/2015 $9.80 $0.00 $37.85 $18.17 $66.97 08/31/2015 $9.80 $0.00 $39.00 $18.17 PILE DRIVER PILE DRIVER LOCAL 56 (ZONE 3)$65.82 03/02/2015 $9.80 $0.00 $37.85 $18.17 $66.97 08/31/2015 $9.80 $0.00 $39.00 $18.17 Issue Date:Wage Request Number:03/19/2015 Page 25 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date PILE DRIVER - Local 56 Zone 3Apprentice - 03/02/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $0.00 $0.00 $0.00 $0.00 $0.00 0 Notes: Apprentice wages shall be no less than the following Steps; (Same as set in Zone 1) 1$48.77/2$52.93/3$57.09/4$59.17/5$61.25/6$61.25/7$64.41/8$65.41 Apprentice to Journeyworker Ratio:1:3 PIPELAYER LABORERS - ZONE 3 (BUILDING & SITE)$47.19 12/01/2014 $7.30 $0.00 $28.74 $11.15 $47.88 06/01/2015 $7.30 $0.00 $29.43 $11.15 $48.56 12/07/2015 $7.30 $0.00 $30.11 $11.15 $49.25 06/06/2016 $7.30 $0.00 $30.80 $11.15 $49.93 12/05/2016 $7.30 $0.00 $31.48 $11.15 For apprentice rates see "Apprentice- LABORER" PIPELAYER (HEAVY & HIGHWAY) LABORERS - ZONE 3 (HEAVY & HIGHWAY)$45.72 12/01/2014 $7.30 $0.00 $28.24 $10.18 $46.22 06/01/2015 $7.30 $0.00 $28.74 $10.18 $46.72 12/01/2015 $7.30 $0.00 $29.24 $10.18 $47.22 06/01/2016 $7.30 $0.00 $29.74 $10.18 $47.97 12/01/2016 $7.30 $0.00 $30.49 $10.18 For apprentice rates see "Apprentice- LABORER (Heavy and Highway) PLUMBER & PIPEFITTER PLUMBERS & PIPEFITTERS LOCAL 104 $60.11 03/17/2015 $8.30 $0.00 $37.41 $14.40 $60.86 09/17/2015 $8.30 $0.00 $38.16 $14.40 $61.86 03/17/2016 $8.30 $0.00 $39.16 $14.40 Issue Date:Wage Request Number:03/19/2015 Page 26 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date PLUMBER/PIPEFITTER - Local 104Apprentice - 03/17/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $16.83 $8.30 $8.40 $0.00 $33.53 45 2 $18.71 $8.30 $8.40 $0.00 $35.41 50 3 $22.45 $8.30 $8.40 $0.00 $39.15 60 4 $26.19 $8.30 $8.40 $0.00 $42.89 70 5 $29.93 $8.30 $14.40 $0.00 $52.63 80 09/17/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $17.17 $8.30 $8.40 $0.00 $33.87 45 2 $19.08 $8.30 $8.40 $0.00 $35.78 50 3 $22.90 $8.30 $8.40 $0.00 $39.60 60 4 $26.71 $8.30 $8.40 $0.00 $43.41 70 5 $30.53 $8.30 $14.40 $0.00 $53.23 80 Notes: Steps are 2000 hrs. Apprentice to Journeyworker Ratio:1:5 PNEUMATIC CONTROLS (TEMP.) PLUMBERS & PIPEFITTERS LOCAL 104 $60.11 03/17/2015 $8.30 $0.00 $37.41 $14.40 $60.86 09/17/2015 $8.30 $0.00 $38.16 $14.40 $61.86 03/17/2016 $8.30 $0.00 $39.16 $14.40 For apprentice rates see "Apprentice- PIPEFITTER" or "PLUMBER/PIPEFITTER" PNEUMATIC DRILL/TOOL OPERATOR (HEAVY & HIGHWAY) LABORERS - ZONE 3 (HEAVY & HIGHWAY) $45.72 12/01/2014 $7.30 $0.00 $28.24 $10.18 $46.22 06/01/2015 $7.30 $0.00 $28.74 $10.18 $46.72 12/01/2015 $7.30 $0.00 $29.24 $10.18 $47.22 06/01/2016 $7.30 $0.00 $29.74 $10.18 $47.97 12/01/2016 $7.30 $0.00 $30.49 $10.18 For apprentice rates see "Apprentice- LABORER (Heavy and Highway) POWDERMAN & BLASTER LABORERS - ZONE 3 (BUILDING & SITE)$47.94 12/01/2014 $7.30 $0.00 $29.49 $11.15 $48.63 06/01/2015 $7.30 $0.00 $30.18 $11.15 $49.31 12/07/2015 $7.30 $0.00 $30.86 $11.15 $50.00 06/06/2016 $7.30 $0.00 $31.55 $11.15 $50.68 12/05/2016 $7.30 $0.00 $32.23 $11.15 For apprentice rates see "Apprentice- LABORER" POWDERMAN & BLASTER (HEAVY & HIGHWAY) LABORERS - ZONE 3 (HEAVY & HIGHWAY)$46.47 12/01/2014 $7.30 $0.00 $28.99 $10.18 $46.97 06/01/2015 $7.30 $0.00 $29.49 $10.18 $47.47 12/01/2015 $7.30 $0.00 $29.99 $10.18 $47.97 06/01/2016 $7.30 $0.00 $30.49 $10.18 $48.72 12/01/2016 $7.30 $0.00 $31.24 $10.18 For apprentice rates see "Apprentice- LABORER (Heavy and Highway) Issue Date:Wage Request Number:03/19/2015 Page 27 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date PUMP OPERATOR (CONCRETE) OPERATING ENGINEERS LOCAL 98 $53.39 12/01/2014 $9.70 $0.00 $32.69 $11.00 $54.14 06/01/2015 $9.70 $0.00 $33.44 $11.00 $54.89 12/01/2015 $9.70 $0.00 $34.19 $11.00 For apprentice rates see "Apprentice- OPERATING ENGINEERS" PUMP OPERATOR (DEWATERING, OTHER) OPERATING ENGINEERS LOCAL 98 $52.86 12/01/2014 $9.70 $0.00 $32.16 $11.00 $53.61 06/01/2015 $9.70 $0.00 $32.91 $11.00 $54.36 12/01/2015 $9.70 $0.00 $33.66 $11.00 For apprentice rates see "Apprentice- OPERATING ENGINEERS" READY-MIX CONCRETE DRIVER TEAMSTERS LOCAL 404 $38.63 05/01/2014 $9.57 $0.00 $20.56 $8.50 $39.79 05/01/2015 $9.92 $0.00 $20.78 $9.09 $40.64 05/01/2016 $10.23 $0.00 $21.01 $9.40 RESIDENTIAL WOOD FRAME CARPENTER ** ** The Residential Wood Frame Carpenter classification applies only to the construction of new, wood frame residences that do not exceed four stories including the basement.CARPENTERS LOCAL 108 - HAMPDEN HAMPSHIRE $37.81 03/02/2015 $7.20 $0.00 $25.26 $5.35 $38.61 08/31/2015 $7.20 $0.00 $26.06 $5.35 $39.36 02/29/2016 $7.20 $0.00 $26.81 $5.35 As of 9/1/09 Carpentry work on wood-frame residential WEATHERIZATION projects shall be paid the RESIDENTIAL WOOD FRAME CARPENTER rate. CARPENTER (Residential Wood Frame) - 108 Hampden HampshireApprentice - 03/02/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $15.16 $7.20 $0.00 $0.00 $22.36 60 2 $15.16 $7.20 $5.35 $0.00 $27.71 60 3 $16.42 $7.20 $5.35 $0.00 $28.97 65 4 $17.68 $7.20 $5.35 $0.00 $30.23 70 5 $18.95 $7.20 $5.35 $0.00 $31.50 75 6 $20.21 $7.20 $5.35 $0.00 $32.76 80 7 $21.47 $7.20 $5.35 $0.00 $34.02 85 8 $22.73 $7.20 $5.35 $0.00 $35.28 90 08/31/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $15.64 $7.20 $0.00 $0.00 $22.84 60 2 $15.64 $7.20 $5.35 $0.00 $28.19 60 3 $16.94 $7.20 $5.35 $0.00 $29.49 65 4 $18.24 $7.20 $5.35 $0.00 $30.79 70 5 $19.55 $7.20 $5.35 $0.00 $32.10 75 6 $20.85 $7.20 $5.35 $0.00 $33.40 80 7 $22.15 $7.20 $5.35 $0.00 $34.70 85 8 $23.45 $7.20 $5.35 $0.00 $36.00 90 Notes: ** 1: 1-5, 2: 6-8, 3: 9-11 Apprentice to Journeyworker Ratio:** Issue Date:Wage Request Number:03/19/2015 Page 28 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date RIDE-ON MOTORIZED BUGGY OPERATOR LABORERS - ZONE 3 (BUILDING & SITE)$47.19 12/01/2014 $7.30 $0.00 $28.74 $11.15 $47.88 06/01/2015 $7.30 $0.00 $29.43 $11.15 $48.56 12/07/2015 $7.30 $0.00 $30.11 $11.15 $49.25 06/06/2016 $7.30 $0.00 $30.80 $11.15 $49.93 12/05/2016 $7.30 $0.00 $31.48 $11.15 For apprentice rates see "Apprentice- LABORER" ROLLER OPERATOR OPERATING ENGINEERS LOCAL 98 $52.25 12/01/2014 $9.70 $0.00 $31.55 $11.00 $53.00 06/01/2015 $9.70 $0.00 $32.30 $11.00 $53.75 12/01/2015 $9.70 $0.00 $33.05 $11.00 For apprentice rates see "Apprentice- OPERATING ENGINEERS" ROOFER (Coal tar pitch) ROOFERS LOCAL 248 $50.50 07/16/2014 $9.00 $0.00 $28.90 $12.60 $52.00 07/16/2015 $9.00 $0.00 $30.40 $12.60 For apprentice rates see "Apprentice- ROOFER" ROOFER (Inc.Roofer Waterproofng &Roofer Damproofg) ROOFERS LOCAL 248 $49.50 07/16/2014 $9.00 $0.00 $28.40 $12.10 $51.00 07/16/2015 $9.00 $0.00 $29.90 $12.10 ROOFER - Local 248Apprentice - 07/16/2014 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $17.04 $9.00 $0.00 $0.00 $26.04 60 2 $18.46 $9.00 $12.10 $0.00 $39.56 65 3 $19.88 $9.00 $12.10 $0.00 $40.98 70 4 $21.30 $9.00 $12.10 $0.00 $42.40 75 5 $22.72 $9.00 $12.10 $0.00 $43.82 80 6 $24.14 $9.00 $12.10 $0.00 $45.24 85 7 $25.56 $9.00 $12.10 $0.00 $46.66 90 8 $26.98 $9.00 $12.10 $0.00 $48.08 95 07/16/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $17.94 $9.00 $0.00 $0.00 $26.94 60 2 $19.44 $9.00 $12.10 $0.00 $40.54 65 3 $20.93 $9.00 $12.10 $0.00 $42.03 70 4 $22.43 $9.00 $12.10 $0.00 $43.53 75 5 $23.92 $9.00 $12.10 $0.00 $45.02 80 6 $25.42 $9.00 $12.10 $0.00 $46.52 85 7 $26.91 $9.00 $12.10 $0.00 $48.01 90 8 $28.41 $9.00 $12.10 $0.00 $49.51 95 Notes: Steps are 750 hrs.Roofer(Tear Off)1:1; Same as above Apprentice to Journeyworker Ratio:1:3 ROOFER SLATE / TILE / PRECAST CONCRETE ROOFERS LOCAL 248 $50.50 07/16/2014 $9.00 $0.00 $28.90 $12.60 $52.00 07/16/2015 $9.00 $0.00 $30.40 $12.60 For apprentice rates see "Apprentice- ROOFER" Issue Date:Wage Request Number:03/19/2015 Page 29 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date SCRAPER OPERATING ENGINEERS LOCAL 98 $52.86 12/01/2014 $9.70 $0.00 $32.16 $11.00 $53.61 06/01/2015 $9.70 $0.00 $32.91 $11.00 $54.36 12/01/2015 $9.70 $0.00 $33.66 $11.00 For apprentice rates see "Apprentice- OPERATING ENGINEERS" SELF-POWERED ROLLERS AND COMPACTORS (TAMPERS) OPERATING ENGINEERS LOCAL 98 $52.25 12/01/2014 $9.70 $0.00 $31.55 $11.00 $53.00 06/01/2015 $9.70 $0.00 $32.30 $11.00 $53.75 12/01/2015 $9.70 $0.00 $33.05 $11.00 For apprentice rates see "Apprentice- OPERATING ENGINEERS" SELF-PROPELLED POWER BROOM OPERATING ENGINEERS LOCAL 98 $49.63 12/01/2014 $9.70 $0.00 $28.93 $11.00 $50.38 06/01/2015 $9.70 $0.00 $29.68 $11.00 $51.13 12/01/2015 $9.70 $0.00 $30.43 $11.00 For apprentice rates see "Apprentice- OPERATING ENGINEERS" SHEETMETAL WORKER SHEETMETAL WORKERS LOCAL 63 $57.47 01/01/2015 $8.64 $1.66 $32.97 $14.20 $58.12 07/01/2015 $8.64 $1.66 $33.03 $14.79 $58.82 01/01/2016 $8.64 $1.66 $33.73 $14.79 $59.57 07/01/2016 $8.64 $1.66 $34.44 $14.83 $60.32 01/01/2017 $8.64 $1.66 $35.19 $14.83 Issue Date:Wage Request Number:03/19/2015 Page 30 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date SHEET METAL WORKER - Local 63Apprentice - 01/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $14.84 $5.65 $3.81 $0.00 $24.30 45 2 $16.49 $5.93 $4.24 $0.00 $26.66 50 3 $18.13 $6.20 $7.62 $0.95 $32.90 55 4 $19.78 $6.47 $7.62 $1.00 $34.87 60 5 $21.43 $6.74 $7.62 $1.06 $36.85 65 6 $23.08 $7.01 $7.62 $1.12 $38.83 70 7 $24.73 $7.28 $7.62 $1.17 $40.80 75 8 $26.38 $7.55 $13.35 $1.40 $48.68 80 9 $28.02 $7.83 $13.35 $1.46 $50.66 85 10 $29.67 $8.10 $13.35 $1.52 $52.64 90 07/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $14.86 $5.65 $4.08 $0.00 $24.59 45 2 $16.52 $5.93 $4.53 $0.00 $26.98 50 3 $18.17 $6.20 $8.15 $0.98 $33.50 55 4 $19.82 $6.47 $8.15 $1.03 $35.47 60 5 $21.47 $6.74 $8.15 $1.08 $37.44 65 6 $23.12 $7.01 $8.15 $1.15 $39.43 70 7 $24.77 $7.28 $8.15 $1.21 $41.41 75 8 $26.42 $7.55 $13.88 $1.44 $49.29 80 9 $28.08 $7.83 $13.88 $1.50 $51.29 85 10 $29.73 $8.10 $13.88 $1.55 $53.26 90 Notes: Apprentice to Journeyworker Ratio:1:3 SIGN ERECTOR PAINTERS LOCAL 35 - ZONE 3 $39.93 06/01/2013 $7.07 $0.00 $25.81 $7.05 Issue Date:Wage Request Number:03/19/2015 Page 31 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date SIGN ERECTOR - Local 35 Zone 3Apprentice - 06/01/2013 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $12.91 $7.07 $0.00 $0.00 $19.98 50 2 $14.20 $7.07 $2.45 $0.00 $23.72 55 3 $15.49 $7.07 $2.45 $0.00 $25.01 60 4 $16.78 $7.07 $2.45 $0.00 $26.30 65 5 $18.07 $7.07 $7.05 $0.00 $32.19 70 6 $19.36 $7.07 $7.05 $0.00 $33.48 75 7 $20.65 $7.07 $7.05 $0.00 $34.77 80 8 $21.94 $7.07 $7.05 $0.00 $36.06 85 9 $23.23 $7.07 $7.05 $0.00 $37.35 90 Notes: Steps are 4 mos. Apprentice to Journeyworker Ratio:1:1 SPECIALIZED EARTH MOVING EQUIP < 35 TONS TEAMSTERS JOINT COUNCIL NO. 10 ZONE B $50.83 12/01/2014 $9.91 $0.00 $31.59 $9.33 $51.18 06/01/2015 $9.91 $0.00 $31.94 $9.33 $51.68 08/01/2015 $10.41 $0.00 $31.94 $9.33 $52.43 12/01/2015 $10.41 $0.00 $31.94 $10.08 $52.93 06/01/2016 $10.41 $0.00 $32.44 $10.08 $53.43 08/01/2016 $10.91 $0.00 $32.44 $10.08 $54.24 12/01/2016 $10.91 $0.00 $32.44 $10.89 SPECIALIZED EARTH MOVING EQUIP > 35 TONS TEAMSTERS JOINT COUNCIL NO. 10 ZONE B $51.12 12/01/2014 $9.91 $0.00 $31.88 $9.33 $51.47 06/01/2015 $9.91 $0.00 $32.23 $9.33 $51.97 08/01/2015 $10.41 $0.00 $32.23 $9.33 $52.72 12/01/2015 $10.41 $0.00 $32.23 $10.08 $53.22 06/01/2016 $10.41 $0.00 $32.73 $10.08 $53.72 08/01/2016 $10.91 $0.00 $32.73 $10.08 $54.53 12/01/2016 $10.91 $0.00 $32.73 $10.89 SPRINKLER FITTER SPRINKLER FITTERS LOCAL 669 $57.76 01/01/2015 $8.52 $0.00 $37.26 $11.98 $58.51 04/01/2015 $8.52 $0.00 $38.01 $11.98 $58.66 01/01/2016 $8.52 $0.00 $38.01 $12.13 Issue Date:Wage Request Number:03/19/2015 Page 32 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date SPRINKLER FITTER - Local 669Apprentice - 01/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $16.77 $7.45 $0.00 $0.00 $24.22 45 2 $18.63 $7.45 $0.00 $0.00 $26.08 50 3 $20.49 $8.52 $6.15 $0.00 $35.16 55 4 $22.36 $8.52 $6.15 $0.00 $37.03 60 5 $24.22 $8.52 $6.40 $0.00 $39.14 65 6 $26.08 $8.52 $6.40 $0.00 $41.00 70 7 $27.95 $8.52 $6.40 $0.00 $42.87 75 8 $29.81 $8.52 $6.40 $0.00 $44.73 80 9 $31.67 $8.52 $6.40 $0.00 $46.59 85 10 $33.53 $8.52 $6.40 $0.00 $48.45 90 04/01/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $17.10 $7.45 $0.00 $0.00 $24.55 45 2 $19.01 $7.45 $0.00 $0.00 $26.46 50 3 $20.91 $8.52 $6.15 $0.00 $35.58 55 4 $22.81 $8.52 $6.15 $0.00 $37.48 60 5 $24.71 $8.52 $6.40 $0.00 $39.63 65 6 $26.61 $8.52 $6.40 $0.00 $41.53 70 7 $28.51 $8.52 $6.40 $0.00 $43.43 75 8 $30.41 $8.52 $6.40 $0.00 $45.33 80 9 $32.31 $8.52 $6.40 $0.00 $47.23 85 10 $34.21 $8.52 $6.40 $0.00 $49.13 90 Notes: Apprentice to Journeyworker Ratio:1:1 TELECOMMUNICATION TECHNICIAN ELECTRICIANS LOCAL 7 $56.24 12/29/2014 $9.05 $0.00 $37.71 $9.48 $57.04 06/28/2015 $9.05 $0.00 $38.51 $9.48 $57.89 01/03/2016 $9.05 $0.00 $39.36 $9.48 $58.79 07/03/2016 $9.05 $0.00 $40.26 $9.48 $59.69 01/01/2017 $9.05 $0.00 $41.16 $9.48 Issue Date:Wage Request Number:03/19/2015 Page 33 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date TELECOMMUNICATION TECHNICIAN - Local 7Apprentice - 12/29/2014 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $15.08 $4.00 $0.45 $0.00 $19.53 40 2 $16.97 $4.00 $0.45 $0.00 $21.42 45 3 $18.86 $9.05 $5.30 $0.00 $33.21 50 4 $20.74 $9.05 $5.30 $0.00 $35.09 55 5 $24.51 $9.05 $6.30 $0.00 $39.86 65 6 $26.40 $9.05 $7.30 $0.00 $42.75 70 06/28/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $15.40 $4.00 $0.46 $0.00 $19.86 40 2 $17.33 $4.00 $0.46 $0.00 $21.79 45 3 $19.26 $9.05 $5.31 $0.00 $33.62 50 4 $21.18 $9.05 $5.31 $0.00 $35.54 55 5 $25.03 $9.05 $6.31 $0.00 $40.39 65 6 $26.96 $9.05 $7.31 $0.00 $43.32 70 Notes: Steps are 800 hours Apprentice to Journeyworker Ratio:1:1 TERRAZZO FINISHERS BRICKLAYERS LOCAL 3 (SPR/PITT) - MARBLE & TILE $57.38 03/02/2015 $10.18 $0.00 $30.85 $16.35 $58.35 08/31/2015 $10.18 $0.00 $31.76 $16.41 $58.92 02/29/2016 $10.18 $0.00 $32.33 $16.41 $59.90 09/05/2016 $10.18 $0.00 $33.24 $16.48 $60.47 02/27/2017 $10.18 $0.00 $33.81 $16.48 Issue Date:Wage Request Number:03/19/2015 Page 34 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date MARBLE-TILE-TERRAZZO FINISHER-Local 3 Marble/Tile (Spr/Pitt)Apprentice - 03/02/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $15.43 $10.18 $16.35 $0.00 $41.96 50 2 $18.51 $10.18 $16.35 $0.00 $45.04 60 3 $21.60 $10.18 $16.35 $0.00 $48.13 70 4 $24.68 $10.18 $16.35 $0.00 $51.21 80 5 $27.77 $10.18 $16.35 $0.00 $54.30 90 08/31/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $15.88 $10.18 $16.41 $0.00 $42.47 50 2 $19.06 $10.18 $16.41 $0.00 $45.65 60 3 $22.23 $10.18 $16.41 $0.00 $48.82 70 4 $25.41 $10.18 $16.41 $0.00 $52.00 80 5 $28.58 $10.18 $16.41 $0.00 $55.17 90 Notes: Apprentice to Journeyworker Ratio:1:5 TEST BORING DRILLER LABORERS - FOUNDATION AND MARINE $56.40 12/01/2014 $7.30 $0.00 $35.95 $13.15 $57.15 06/01/2015 $7.30 $0.00 $36.70 $13.15 $57.90 12/01/2015 $7.30 $0.00 $37.45 $13.15 $58.65 06/01/2016 $7.30 $0.00 $38.20 $13.15 $59.65 12/01/2016 $7.30 $0.00 $39.20 $13.15 For apprentice rates see "Apprentice- LABORER" TEST BORING DRILLER HELPER LABORERS - FOUNDATION AND MARINE $55.12 12/01/2014 $7.30 $0.00 $34.67 $13.15 $55.87 06/01/2015 $7.30 $0.00 $35.42 $13.15 $56.62 12/01/2015 $7.30 $0.00 $36.17 $13.15 $57.37 06/01/2016 $7.30 $0.00 $36.92 $13.15 $58.37 12/01/2016 $7.30 $0.00 $37.92 $13.15 For apprentice rates see "Apprentice- LABORER" TEST BORING LABORER LABORERS - FOUNDATION AND MARINE $55.00 12/01/2014 $7.30 $0.00 $34.55 $13.15 $55.75 06/01/2015 $7.30 $0.00 $35.30 $13.15 $56.50 12/01/2015 $7.30 $0.00 $36.05 $13.15 $57.25 06/01/2016 $7.30 $0.00 $36.80 $13.15 $58.25 12/01/2016 $7.30 $0.00 $37.80 $13.15 For apprentice rates see "Apprentice- LABORER" TRACTORS OPERATING ENGINEERS LOCAL 98 $52.25 12/01/2014 $9.70 $0.00 $31.55 $11.00 $53.00 06/01/2015 $9.70 $0.00 $32.30 $11.00 $53.75 12/01/2015 $9.70 $0.00 $33.05 $11.00 For apprentice rates see "Apprentice- OPERATING ENGINEERS" Issue Date:Wage Request Number:03/19/2015 Page 35 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date TRAILERS FOR EARTH MOVING EQUIPMENT TEAMSTERS JOINT COUNCIL NO. 10 ZONE B $51.41 12/01/2014 $9.91 $0.00 $32.17 $9.33 $51.76 06/01/2015 $9.91 $0.00 $32.52 $9.33 $52.26 08/01/2015 $10.41 $0.00 $32.52 $9.33 $53.01 12/01/2015 $10.41 $0.00 $32.52 $10.08 $53.51 06/01/2016 $10.41 $0.00 $33.02 $10.08 $54.01 08/01/2016 $10.91 $0.00 $33.02 $10.08 $54.82 12/01/2016 $10.91 $0.00 $33.02 $10.89 TUNNEL WORK - COMPRESSED AIR LABORERS (COMPRESSED AIR) $67.68 12/01/2014 $7.30 $0.00 $46.83 $13.55 $68.43 06/01/2015 $7.30 $0.00 $47.58 $13.55 $69.18 12/01/2015 $7.30 $0.00 $48.33 $13.55 $69.93 06/01/2016 $7.30 $0.00 $49.08 $13.55 $70.93 12/01/2016 $7.30 $0.00 $50.08 $13.55 For apprentice rates see "Apprentice- LABORER" TUNNEL WORK - COMPRESSED AIR (HAZ. WASTE) LABORERS (COMPRESSED AIR) $69.68 12/01/2014 $7.30 $0.00 $48.83 $13.55 $70.43 06/01/2015 $7.30 $0.00 $49.58 $13.55 $71.18 12/01/2015 $7.30 $0.00 $50.33 $13.55 $71.93 06/01/2016 $7.30 $0.00 $51.08 $13.55 $72.93 12/01/2016 $7.30 $0.00 $52.08 $13.55 For apprentice rates see "Apprentice- LABORER" TUNNEL WORK - FREE AIR LABORERS (FREE AIR TUNNEL)$59.75 12/01/2014 $7.30 $0.00 $38.90 $13.55 $60.50 06/01/2015 $7.30 $0.00 $39.65 $13.55 $61.25 12/01/2015 $7.30 $0.00 $40.40 $13.55 $62.00 06/01/2016 $7.30 $0.00 $41.15 $13.55 $63.00 12/01/2016 $7.30 $0.00 $42.15 $13.55 For apprentice rates see "Apprentice- LABORER" TUNNEL WORK - FREE AIR (HAZ. WASTE) LABORERS (FREE AIR TUNNEL)$61.75 12/01/2014 $7.30 $0.00 $40.90 $13.55 $62.50 06/01/2015 $7.30 $0.00 $41.65 $13.55 $63.25 12/01/2015 $7.30 $0.00 $42.40 $13.55 $64.00 06/01/2016 $7.30 $0.00 $43.15 $13.55 $65.00 12/01/2016 $7.30 $0.00 $44.15 $13.55 For apprentice rates see "Apprentice- LABORER" VAC-HAUL TEAMSTERS JOINT COUNCIL NO. 10 ZONE B $50.83 12/01/2014 $9.91 $0.00 $31.59 $9.33 $51.18 06/01/2015 $9.91 $0.00 $31.94 $9.33 $51.68 08/01/2015 $10.41 $0.00 $31.94 $9.33 $52.43 12/01/2015 $10.41 $0.00 $31.94 $10.08 $52.93 06/01/2016 $10.41 $0.00 $32.44 $10.08 $53.43 08/01/2016 $10.91 $0.00 $32.44 $10.08 $54.24 12/01/2016 $10.91 $0.00 $32.44 $10.89 WAGON DRILL OPERATOR LABORERS - ZONE 3 (BUILDING & SITE)$47.19 12/01/2014 $7.30 $0.00 $28.74 $11.15 $47.88 06/01/2015 $7.30 $0.00 $29.43 $11.15 $48.56 12/07/2015 $7.30 $0.00 $30.11 $11.15 $49.25 06/06/2016 $7.30 $0.00 $30.80 $11.15 $49.93 12/05/2016 $7.30 $0.00 $31.48 $11.15 For apprentice rates see "Apprentice- LABORER" Issue Date:Wage Request Number:03/19/2015 Page 36 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date WAGON DRILL OPERATOR (HEAVY & HIGHWAY) LABORERS - ZONE 3 (HEAVY & HIGHWAY)$45.72 12/01/2014 $7.30 $0.00 $28.24 $10.18 $46.22 06/01/2015 $7.30 $0.00 $28.74 $10.18 $46.72 12/01/2015 $7.30 $0.00 $29.24 $10.18 $47.22 06/01/2016 $7.30 $0.00 $29.74 $10.18 $47.97 12/01/2016 $7.30 $0.00 $30.49 $10.18 For apprentice rates see "Apprentice- LABORER (Heavy and Highway) WATER METER INSTALLER PLUMBERS & PIPEFITTERS LOCAL 104 $60.11 03/17/2015 $8.30 $0.00 $37.41 $14.40 $60.86 06/17/2015 $8.30 $0.00 $38.16 $14.40 $61.86 03/17/2016 $8.30 $0.00 $39.16 $14.40 For apprentice rates see "Apprentice- PLUMBER/PIPEFITTER" or "PLUMBER/GASFITTER" Outside Electrical - West EQUIPMENT OPERATOR OUTSIDE ELECTRICAL WORKERS - WEST LOCAL 42 $58.08 08/31/2014 $8.20 $0.00 $40.66 $9.22 $59.62 08/30/2015 $8.20 $0.00 $42.16 $9.26 For apprentice rates see "Apprentice- LINEMAN" GROUNDMAN OUTSIDE ELECTRICAL WORKERS - WEST LOCAL 42 $44.39 08/31/2014 $8.20 $0.00 $27.37 $8.82 $45.94 08/30/2015 $8.20 $0.00 $28.87 $8.87 For apprentice rates see "Apprentice- LINEMAN" GROUNDMAN / TRUCK DRIVER OUTSIDE ELECTRICAL WORKERS - WEST LOCAL 42 $53.52 08/31/2014 $8.20 $0.00 $36.23 $9.09 $55.06 08/30/2015 $8.20 $0.00 $37.73 $9.13 For apprentice rates see "Apprentice- LINEMAN" HEAVY EQUIPMENT OPERATOR OUTSIDE ELECTRICAL WORKERS - WEST LOCAL 42 $60.36 08/31/2014 $8.20 $0.00 $42.87 $9.29 $61.90 08/30/2015 $8.20 $0.00 $44.37 $9.33 For apprentice rates see "Apprentice- LINEMAN" JOURNEYMAN LINEMAN OUTSIDE ELECTRICAL WORKERS - WEST LOCAL 42 $64.92 08/31/2014 $8.20 $0.00 $47.30 $9.42 $66.46 08/30/2015 $8.20 $0.00 $48.80 $9.46 Issue Date:Wage Request Number:03/19/2015 Page 37 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date LINEMAN (Outside Electrical) - West Local 42Apprentice - 08/31/2014 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $28.38 $8.20 $0.85 $0.00 $37.43 60 2 $30.75 $8.20 $0.92 $0.00 $39.87 65 3 $33.11 $8.20 $8.99 $0.00 $50.30 70 4 $35.48 $8.20 $9.06 $0.00 $52.74 75 5 $37.84 $8.20 $9.14 $0.00 $55.18 80 6 $40.21 $8.20 $9.21 $0.00 $57.62 85 7 $42.57 $8.20 $9.28 $0.00 $60.05 90 08/30/2015 Health Pension Supplemental UnemploymentStepApprentice Base Wage Total Ratepercent Effective Date - 1 $29.28 $8.20 $0.88 $0.00 $38.36 60 2 $31.72 $8.20 $0.95 $0.00 $40.87 65 3 $34.16 $8.20 $9.02 $0.00 $51.38 70 4 $36.60 $8.20 $9.10 $0.00 $53.90 75 5 $39.04 $8.20 $9.17 $0.00 $56.41 80 6 $41.48 $8.20 $9.24 $0.00 $58.92 85 7 $43.92 $8.20 $9.32 $0.00 $61.44 90 Notes: Apprentice to Journeyworker Ratio:1:2 TELEDATA CABLE SPLICER OUTSIDE ELECTRICAL WORKERS - WEST LOCAL 42 $33.30 07/16/2012 $4.18 $0.00 $26.33 $2.79 TELEDATA LINEMAN/EQUIPMENT OPERATOR OUTSIDE ELECTRICAL WORKERS - WEST LOCAL 42 $31.70 07/16/2012 $4.18 $0.00 $24.78 $2.74 TELEDATA WIREMAN/INSTALLER/TECHNICIAN OUTSIDE ELECTRICAL WORKERS - WEST LOCAL 42 $31.70 07/16/2012 $4.18 $0.00 $24.78 $2.74 TRACTOR-TRAILER DRIVER OUTSIDE ELECTRICAL WORKERS - WEST LOCAL 42 $58.08 08/31/2014 $8.20 $0.00 $40.66 $9.22 $59.62 08/30/2015 $8.20 $0.00 $42.16 $9.26 TREE TRIMMER OUTSIDE ELECTRICAL WORKERS - WEST LOCAL 42 $20.55 01/29/2012 $3.37 $0.00 $17.18 $0.00 This classification applies only to tree work done: (a) for a utility company, R.E.A. cooperative, or railroad or coal mining company, and (b) for the purpose of operating, maintaining, or repairing the utility company’s equipment, and (c) by a person who is using hand or mechanical cutting methods and is not on the ground. This classification does not apply to wholesale tree removal. TREE TRIMMER GROUNDMAN OUTSIDE ELECTRICAL WORKERS - WEST LOCAL 42 $18.52 01/29/2012 $3.37 $0.00 $15.15 $0.00 This classification applies only to tree work done: (a) for a utility company, R.E.A. cooperative, or railroad or coal mining company, and (b) for the purpose of operating, maintaining, or repairing the utility company’s equipment, and (c) by a person who is using hand or mechanical cutting methods and is on the ground. This classification does not apply to wholesale tree removal. Issue Date:Wage Request Number:03/19/2015 Page 38 of 3920150319-034 Classification Total RateBase Wage Health Pension Supplemental UnemploymentEffective Date Additional Apprentice Information: Minimum wage rates for apprentices employed on public works projects are listed above as a percentage of the pre-determined hourly wage rate established by the Commissioner under the provisions of the M.G.L. c. 149, ss. 26-27D. Apprentice ratios are established by the Division of Apprenticeship Training pursuant to M.G.L. c. 23, ss. 11E-11L. All apprentices must be registered with the Division of Apprenticeship Training in accordance with M.G.L. c. 23, ss. 11E-11L. All steps are six months (1000 hours.) Ratios are expressed in allowable number of apprentices to journeymen or fraction thereof, unless otherwise specified. ** Multiple ratios are listed in the comment field. *** APP to JM; 1:1, 2:2, 2:3, 3:4, 4:4, 4:5, 4:6, 5:7, 6:7, 6:8, 6:9, 7:10, 8:10, 8:11, 8:12, 9:13, 10:13, 10:14, etc. **** APP to JM; 1:1, 1:2, 2:3, 2:4, 3:5, 4:6, 4:7, 5:8, 6:9, 6:10, 7:11, 8:12, 8:13, 9:14, 10:15, 10:16, etc. Issue Date:Wage Request Number:03/19/2015 Page 39 of 3920150319-034 DHCD 9/9/2009 Summary of Work 01.11.00 1 of 2 SECTION 01.11.00 SUMMARYOF WORK 11.1 GENERAL SCOPE OF WORK A The work under the Contract consists of: (1.) Conversion of a second floor elder congregate apartment into two smaller apartments. (2.) All Work either shown on the drawings or included in the specifications unless specifically indicated as not to be done. B In addition, the Work under the Contract includes: (1.) Work outside the project site as called for in the Contract Documents and as required for the performance of the Work. (2.) The restoration of any items damaged or destroyed by encroaching upon areas outside of the project site. (3.) Providing and restoring, where appropriate, all temporary facilities. C Additional Selection Criteria: (1.) General Bidders must meet the additional selection criteria stated in Article 8.8 of the Instructions to Bidders. (2.) If the Awarding Authority (Owner) cannot verify compliance with the additional selection criteria from the apparent low bidder’s Update Statement, the Awarding Authority (Owner) or its Architect may request the bidder provide additional documentation demonstrating compliance with the Contract requirement. This may occur after the general bid opening, but prior to the Contract Award. 11.2 TIME OF COMPLETION In accordance with Article 9 of the General Conditions, the Work shall start as stated in the Notice to Proceed and shall be complete within 56 consecutive calendar days.Work Hours: Demolition work cannot begin prior to 10:00 a.m. weekday mornings. All other work may begin earlier, but not before 9:00. No work may take place on weekends, unless approved by the Owner in writing. 11.3 NOTICE TO PROCEED A Upon the Department’s Validation of the Owner Contractor Agreement the Owner shall Issue the Notice to Proceed for Construction. A sample can be found in the Construction Handbook and on the DHCD web site www.mass.gov/dhcd.. B The Notice to Proceed shall include: (1.) The starting date and Construction Completion date for construction. (2.) The names of the Owner’s contract Officer and Alternate Contract Officer. DHCD 9/9/2009 Summary of Work 01.11.00 2 of 2 C The Owner shall send three copies of the Notice to Proceed to the Contractor. D The Contractor shall sign two originals and then; (1.) return one to the Owner, and (2.) send one copy to the Department’s Construction Management Unit, and (3.) keep one copy for its own records. 11.4 WORK UNDER SEPARATE CONTRACT None 11.5 ITEMS FURNISHED BY THE OWNER A The following items will be furnished and delivered f.o.b. to the Project Ste by others at no expense to the Contractor: None. 11.6 COORDINATION WITH PROJECT OCCUPANTS A All dwelling units outside the work area will be occupied during construction. The Contractor shall take all necessary precautions to ensure the public safety and convenience of the occupants during construction. B The Owner shall assist the Contractor to perform the Work in accordance with the approved operational plan by removing obstructions that may be in the Contractor's way, upon proper notice from the Contractor. C The Owner may provide a Resident Coordinator to act as liaison with residents and to assist the Contractor in fulfilling the following: (1.) Obtain from the Owner the keys for any vacant apartment(s) or any apartment(s) where the resident is not at home. The Resident Coordinator will be responsible for the safekeeping of such keys and shall return them at the end of the workday to the Owner. (2.) Notify the Owner of any resident who refuses to cooperate with the proposed operational plan. 11.7 RETAINED ITEMS A. The following items which are to be removed and are in good condition shall be retained by the Owner (at the discretion of the Owner) and shall be stored at a location directed by the Owner. (1.) Kitchen appliances, (2.) Kitchen cabinets and countertops. END OF SECTION 00.11.00 DHCD 9/9/2009 OR EQUALS -Product Substitutions 01.25.00 1 of 2 SECTION 01.25.00 OR EQUALS PRODUCT SUBSTITUTION PROCEDURES 25.1 SCOPE/GENERAL REQUIREMENTS A. This section Supplements the General Conditions and other sections of Division 1 and supersedes any provisions regarding material substitutions/Or equals found in any of the technical sections of the specifications. B. The requirements of this section are in addition to any provisions of all other sections of these specifications. C. Definition - Whenever a specification section names one or more brands for a given item, and the Contractor wishes to submit, for consideration, another brand, the submission shall be considered an "or-equal" or a "material substitution". For the purposes of this Contract, the terms "or-equal" and "material substitution" shall be considered synonymous D. In no case may an item be furnished on the Work other than the item named or described, unless the Architect, with the Administrator's written concurrence, shall consider the item equal to the Item so named or described, as provided by M.G.L. c.30 § 39M. E. The equality of items offered as "equal" to items named or described shall be proved to the satisfaction of the Architect at the expense of the Contractor submitting the substitution. F. The Architect and/or the Department may require that full size samples of both the specified and proposed products be submitted for review and evaluation. The Contractor shall bear full cost for providing, delivering, and disposal of all such samples. G. The Contractor shall assume full responsibility for the performance of any item submitted as an "Or- Equal" and assume the costs of any changes in any Work that may be caused by such substitution. 25.2 RELATED SECTIONS A. 01.33.00 SUBMITTALS, SHOP DRAWINGS AND SAMPLES 25.3 OR EQUAL APPROVAL PROCESS A. On the transmittal, or on a separate sheet attached to the submission, the Contractor shall direct attention to any deviations, including minor limitations and variations, from the Contract Documents. (1) The Contractor shall submit to the Architect for consideration of any or-equal substitution a written point-by-point comparison containing the name and full particulars of the proposed product and the product named or described in the Contract Documents. (2) Such submittal shall in no event be made later than 90 calendar days after the Award of the Contract or 120 calendar days prior to the incorporation of the item into the Work. In any case in which the time period specified in the Contract Documents from the Notice to Proceed to Substantial Completion is less than 120 days, this requirement can be modified by the Architect. (3) The Contractor shall be completely responsible for the timely submission of supporting documentation. (4) Upon receipt of a written request for approval of an or-equal substitution, the Architect shall investigate whether the proposed item shall be considered equal to the item named or DHCD 9/9/2009 OR EQUALS -Product Substitutions 01.25.00 2 of 2 described in the Contract Documents and in accordance with the provisions of MGL c.30§39M. (5) Upon conclusion of the investigation, the Architect shall promptly advise the Construction Advisor with written notice that the item is, or is not, considered acceptable as on Or-Equal substitution with documentation to support the determination. (6) The Construction Advisor will then solicit the concurrence of the Administrator as to the equality of the submitted item. (7) Should the Architect determine that the submitted product substitution is not equal to the specified standard the Architect shall send written notice of this to the Contractor. (8) Proceeding with work using the submitted item without the concurrence of the Administrator may result in rejection of the work and removal and replacement at the expense of the Contractor. END OF SECTION 01.25.00 DHCD 9/9/2009 Contract Modification Procedures 01.26.00 1 of 3 SECTION 01 26 00 CONTRACT MODIFICATION PROCEDURES 1.GENERAL This Section specifies administrative and procedural requirements for handling and processing Contract modifications. 2.RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Related Sections include the following: 1.Section 01.22.00 Unit Prices for administrative requirements for using unit prices. 2.Section 01.29.00 Payment Procedures for administrative requirements for Applications for Payments and payment for Work perform relative to this section. 3.Section 01.74.19 Construction and Demolition Waste Management. 3 MINOR CHANGES IN THE WORK The Architect will issue in consultation with the Construction Advisor supplemental instructions authorizing Minor Changes in the Work, not involving adjustment to the Contract Sum or the Contract Time and in accordance with the requirements of Article 8 of the General Conditions. 4.CHANGE REQUESTS A. Owner-Initiated Proposals (Change Requests): The Architect will issue a detailed description of proposed changes in the Work that may require adjustment to the Contract Sum or the Contract Time. If necessary, the description will include supplemental or revised Drawings and Specifications. 1.Change Requests issued by Architect are for information only. Do not consider them instructions either to stop work in progress or to execute the proposed change. 2.Within time specified in the Change Request, but in no event more than 20 days after receipt of Change Request, submit a written quotation (Change Estimate) estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. Change Estimates shall include: (a.) A list of quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. (b.) The amount of workforce labor required or eliminated based on the hourly wage rates found elsewhere in these documents. (c.) Applicable, delivery charges, equipment rental, and amounts of trade discounts. (d.) A written statement as to the impact on the construction schedule. B. Contractor-Initiated Proposals: (Change Requests) If latent or unforeseen conditions require modifications to the Contract, the Contractor may propose changes by submitting a change request to the Architect which: (1.) Includes a statement outlining reasons for the change and the effect of the change on the Work. Provide a complete description of the proposed change. Indicate the effect of the proposed change on the Contract Sum and the Contract Time. DHCD 9/9/2009 Contract Modification Procedures 01.26.00 2 of 3 (2.) Includes a Change Estimate that itemizes the quantities of products required or eliminated and unit costs, with total amount of purchases and credits to be made. If requested, furnish survey data to substantiate quantities. (3.) Indicates the amount of workforce labor required or eliminated based on the hourly wage rates found elsewhere in these documents. (4.) Indicates applicable, delivery charges, equipment rental, and amounts of trade discounts. (5.) Complies with requirements in Division 1 Section 01.25.13 OR Equals Product Substitutions if the proposed change requires substitution of one product or system for a product or system specified. 5. The Contractor shall submit claims for increased costs because of a change in scope in the Contract Documents before starting work on any unforeseen or unknown condition. The Owner will reject claims submitted prior to such authorization unless a method of monitoring the impact on Contract Sum and Contract Time has been authorized 6 CHANGE ORDER PROCEDURES A. Upon the Architect’s agreement with a Contractor’s Change Estimate, the Architect will prepare a Change Order for signatures of the Owner, Contractor, and Department subject to the policies described in the DHCD Construction Handbook. B. The Change Order form (01.26.00.01) can be found in DHCD Construction Handbook or on the DHCD Website and a sample can be seen at the end of this section C. The Contractor shall provide necessary supporting documentation for the prompt approval of Change Orders by the Owner and Department. The Contractor shall be fully responsible for any delays caused by a lack of adequate supporting documentation. D. All change Orders require a voted approval of the Housing Authority Board. E. Change Orders over $5,000 or those that will result in a cumulative added total of 5% or more of the Original Contract Sum must also be approved by the Administrator. F. Payment for Change Order Work shall be by the regular payment procedure described in Section 00.29.00 and the Construction Handbook. G. The Owner will be responsible for disseminating copies of all approved Change Orders. 7 CONSTRUCTION CHANGE DIRECTIVE A. Construction Change Directive: A Construction Change Directive instructs the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order as required by Article 8 of the general Conditions.. (1.). A Construction Change Directive contains a complete description of a change in the Work. It also designates the method to be followed to determine any change in the Contract Sum or the Contract Time. B. Documentation: Maintain detailed records on a time and material basis of work required by the Construction Change Directive. (1.). After completion of a change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. (2.) These costs must be incorporated into a Change Order which must be approved following the process described in Paragraph 6 Above. DHCD 9/9/2009 Contract Modification Procedures 01.26.00 3 of 3 C. The process for when and how to utilize a Construction Change Directive and the necessary methods for monitoring said Work are described in the Construction Handbook. D. The Construction Change Directive form (01.26.00.02) can be found in the DHCD Construction Handbook or on the DHCD website, .and a sample can be seen at the end of this section. E. Payment for work completed under the auspices of a Construction Change Directive must be included in an approved Change Order before any payment for extra work can be made per the process described in Section 01.29.00. END OF SECTION 01 26 00 CONTRACT MODIFICATION PROCEDURES DHCD Change Order Form 01.26.00.01 CHANGE ORDER Number Owner: Housing Authority Date: FISH No: Development Number(s): Contractor: Architect: Telephone No: Telephone No: Fax: Fax: Email: Email: The following change is ordered in accordance with Article 8 of the General Conditions of the Contract: The Work described above shall (increase) (decrease) (not affect) the Contract Sum by:$ The Work described above represents an increase in the Original Contract Sum of % The effect of all Change Orders (including this one) is to increase in the Original Contract Sum by: % The Work described above shall (increase) (not affect) the Contract Time by calendar days The conditions hereinbefore referred to are as follows: A. The aforementioned change and work affected thereby is subject to all contract stipulations and covenants. B. The rights of the Owner are not prejudiced. C. All claims against the Owner which are incidental to or a consequence of the aforementioned change are satisfied. D. This change order is not valid until approved by the Owner, Architect, and DHCD. E. Signature of the Contractor indicates agreement herewith, including adjustment to contract sum and/or contract time. The above named Housing Authority met on and voted to approve this Change Order: Certified: Contract Officer Approved: Architect Firm: By: Date: Reviewed: Construction Advisor Dept of Housing & Community Development By: Date: Approved: Contractor Firm: By: Date: Approved: Director of Construction Management Dept of Housing & Community Development By: Date: Massachusetts Department of Housing and Community Development DHCD 9/09/2009 Construction Change Directive 01.26.00.02 CONSTRUCTION CHANGE DIRECTIVE Commonwealth of Massachusetts Department of Housing & Community Development CHANGE DIRECTIVE NO: * Owner: Housing Authority Date: * Development Number: *DHCD FISH Number Contractor Architect Telephone No: Telephone No: Fax:* Fax:* Pursuant to Article 8 of the General Conditions you are hereby directed to make the following change(s) in this Contract •DO NOT USE THIS FORM FOR LUMP SUM CHANGES OR TIME EXTENSIONS • .The Contract Sum shall be adjusted by the following method (please check one) A. Unit Price of $ per . B. Unit Prices found in Section 01.20.00 of the specifications. C. Unit Prices found on the Attached list. D. Time and materials basis per Article 8.3.1.3 of the General Conditions E. Subject to the Conditions of Article 8.5 and 8.7 of the General Conditions "Work Done Under Protest". The Contractor is not relieved of the obligation to notify the Owner's Representative when protested work is being performed, to allow for accurate monitoring. Failure to provide such notice may jeopardize the Contractor's right to compensation. F. As follows: •THE NOT TO EXCEED LIMIT FOR THIS CHANGE DIRECTIVE IS $ • •The Contract time shall be properly adjusted upon completion of any compensable work. •Payment for the aforementioned work cannot be processed until executing an appropriate change order(s) to adjust the contract sum. •When signed by the Owner and DHCD and received by the Contractor, this Construction Change Directive becomes effective IMMEDIATELY, and the Contractor shall proceed with the change(s) described above. •This change directive is not valid until approved by the Owner and DHCD Approved: Architect Firm: By: Date: Approved: Owner Housing Authority By: Date: Reviewed Construction Advisor Department of Housing & Community Development By: Date: Approved: Director of Construction Management Department of Housing & Community Development By: Date: DHCD 1/21/2010 Payment Procedures 01.29.00 1 of 3 SECTION 01 29 00 PAYMENT PROCEDURES 1 GENERAL This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. 2.RELATED DOCUMENTS A Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B Related Specification Sections include the following: (1.) Section 01.26.00 Contract Modification Procedures for administrative procedures for handling changes to the Contract. (2.) Section 01.22.00 Unit Prices for administrative requirements governing use of unit prices. (3.) Section 01.74.19 Construction Waste and Demolition Management (4.) Section 01.77.00 Completion Project Completion Procedures (5.) Section 01.78.39 Project Record Drawings 3.SCHEDULE OF VALUES A. Definition - Schedule of Values: A statement furnished by Contractor allocating portions of the Contract Sum to various portions of the Work and used as the basis for reviewing Contractor's Applications for Payment. B. Coordination: Coordinate preparation of the Schedule of Values with preparation of Contractor's Construction Schedule. (1.) Correlate line items in the Schedule of Values with other required administrative forms and schedules, some which can be found in the DHCD Construction Handbook or at the end of this section: (a.) Application for Payment forms with Continuation Sheets. (b.) Submittals Schedule. (c.) Contractor's Construction Schedule. (2.) Submit the Schedule of Values to Architect at earliest possible date but no later than seven days before the date scheduled for submittal of the initial Application for Payment. (3.) Sub-schedules: Where the Work is separated into phases requiring separately phased payments, provide sub-schedules showing values correlated with each phase of payment. C. Format and Content: Use the Project Manual table of contents as a guide to establish line items for the Summary Schedule of Values. Provide a minimum of at least one line item for each Specification Section. Provide additional breakdown of larger sections when requested by the Architect (1.) Identification: Include the following Project identification on the Schedule of Values: (a.) Project name and location. (b.) Name of Architect. (c.) Department’s FISH number. DHCD 1/21/2010 Payment Procedures 01.29.00 2 of 3 (d.) Contractor's name and address. (e.) Date of submittal. (2.) Submit draft Schedule of Values using the Application for Payment Continuation Sheets (01.29.00.02). Copies can be found in the Construction Handbook. A sample can be seen at the end of this section (3.) Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed: (a.) Related Specification Section or Division. (b.) Description of the Work. (c.) Name of subcontractor. (d.) Change Orders Approved by the LHA and Department. (e.) Dollar value. (4.) Provide a breakdown of the Contract Sum in enough detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Provide several line items for principal subcontract amounts in accordance with the examples shown in the Construction Handbook. (5.) Subdivide filed subcontract amounts into major tasks. (6.) Round amounts to nearest whole dollar; total shall equal the Contract Sum. (7.) Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment purchased or fabricated and stored, but not yet installed. (a.) Differentiate between items stored on-site and items stored off-site. Include evidence of Transfer of Title of material and proof of ownership by the contractor, insurance or bonded warehousing. (8.) Provide separate line items in the Schedule of Values for initial cost of materials, for each subsequent stage of completion, and for total installed value of that part of the Work. (9.) Each item in the Schedule of Values and Applications for Payment shall be complete. Include total cost and proportionate share of general overhead and profit for each item. (a.) Temporary facilities and other major cost items that are not direct cost of actual work in place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense, at DHCD Construction Advisor’s option. 4.APPLICATIONS FOR PAYMENT A Payment Application Content: Each Application for Payment shall be consistent with previous applications and payments as certified by the Architect and paid for by the Owner. B The Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involves additional requirements C Payment Application Times: Progress payments shall be submitted to the Architect on a day agreed to at the beginning of the work by the Architect, Owner, and DHCD Construction Advisor. The period covered by each Application for Payment is one month, ending on the last day of the month. D. Payment Applications Forms: Use the Application for Payment and Continuation forms found in the Construction Handbook. These forms are also available on the DHCD Web site www.Mass.gov/dhcd and a sample can been seen at the end of this section. DHCD 1/21/2010 Payment Procedures 01.29.00 3 of 3 E. Application Preparation: Complete every entry on the form. The form shall be executed and notarized by a person authorized to sign legal documents on behalf of Contractor. The Architect will return incomplete applications without action for not being in proper form. (1.) Entries shall match data on the Schedule of Values and Contractor's Construction Schedule. Use updated schedules if revisions were made. (2.) Include amounts of Change Orders approved by the Owner and Department before the last day of the construction period covered by application. F. Transmittal: Submit 1 signed and notarized original copy of each Application for Payment to the Architect by a method ensuring receipt within 24 hours. F. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with the submittal of first Application for Payment include the following: (1.) Project Directory. (2.) Schedule of Values. (3.) Contractor's Construction Schedule (4.) Products list (5.) Any proposed product substitutions/or equals (6.) Submittals Schedule (7.) List of Contractor's staff assignments (Project Directory). (8.) List of Contractor's principal consultants. (9.) Copies of building permits. (10.) Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work. G. Payroll Certifications – In addition to the requirement to provide weekly payroll certifcations as required by MGL c.149 §§26 - 27H, the Contractor shall provide evidence that required each Application for Payment that such submissions are current. Applications received without such certified payroll documentation shall be considered not in proper form and returned to the Contractor for re-submittal with required documentation. H. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion of the Work claimed as substantially complete. (1.) Include documentation supporting claim that the Work is substantially complete and a statement showing an accounting of changes to the Contract Sum. (2.) This application shall reflect Certificates of Partial Substantial Completion issued previously for Owner occupancy of designated portions of the Work. I. Final Payment Application: Submit the final Application for Payment with supporting documentation required by Section 01.77.00 Close out Procedures and 01.78.39 Project Record Drawings. END OF SECTION 01 29 00 Payment Procedures DHCD Application for Payment Cover Sheet 01.29.00.01 APPLICATION AND CERTIFICATE FOR PAYMENT PAGE ONE OF Contractor: To: Housing Authority Telephone: Telephone: Fax: Fax: Email: Email: Development No. Period Ending: Contract for: FISH No: CONTRACTOR’S APPLICATION FOR PAYMENT Number Application is made for payment, as shown below in connection with the Continuation Sheet Attached. 1. ORIGINAL CONTRACT SUM $ .00 2. Net change by Approved Change Orders $ .00 List On Attached Continuation Sheet3. CONTRACT SUM TO DATE (Line 1 + Line 2)$ .00 4. TOTAL COMPLETED & STORED TO DATE $ .00 5. RETAINAGE - 5% of Total Completed and Stored to Date $ - .00 6. TOTAL COMPLETED LESS RETAINAGE (Line 4 — Line 5)$ .00 7. LESS PREVIOUS APPROVED CERTIFICATES FOR PAYMENT $ - .00 8.CURRENT PAYMENT DUE (Line 6 — Line 7)$ .00 The undersigned Contractor certifies that to the best of the Contractor’s knowledge, information and belief the Work covered by this Application for Payment has been completed in accordance with the Contract Documents, that all amounts have been paid by the Contractor for Work for which previous Certificates for Payment were issued and payments received from the Owner, that all workers used on this project have been paid in accordanc e with M.G.L. c. 149 §§26-27H, that all subcontractors have been paid in accordance with M.G.L. c.30 §39F, that the Contractor has complied with all applicable tax laws pursuant to M.G.L. c.62(c) §49(a), and that the current payment shown herein is now due. Acceptance of the final payment due under this contract shall operate as a release to the Owner, Department and Architect from all claims and liability. CONTRACTOR: By: Date State of County of: On this day of 20 before me, the undersigned notary public, personally appeared , proved to me through satisfactory evidence which was to be the person whose name is signed on the preceding document in my presence NOTARY SEAL Notary Public: My Commission expires: ARCHITECT/ENGINEER’S CERTIFICATE FOR PAYMENT In accordance with the Contract Documents, based on site observations and the data comprising the application, the Architect/Engineer certifies to the Owner that to the best of the Architect/Engineer’s knowledge, information and belief the Work has progressed as indicated, the quality of the Work is in accordance with the Contract Documents, and the Contractor is entitled to payment of the AMOUNT CERTIFIED. ARCHITECT /ENGINEER AMOUNT CERTIFIED..............................$ By: Date Title Attac h an explanation if the amount certified differs from the amount claimed due by the Contractor on line 8 above. Initial all figures on the application and any continuation sheet that changed in accordance with M.G.L. c.30 §39K. Housing Authority By: Date: DHCD Construction Advisor: By: Date: DHCD - Director Construction Management By: Date: DHCD AMOUNT APPROVED $ Project: Continuation Sheet Page of Payment Application Number: Period to: DHCD Application for Payment Continuation Sheet 01.29.00.02 A B C D E F G H I Spec. Section Description of Work Scheduled Value Previously Approved Completed this Period Materials Stored Not in D or E Total Completed and Stored to Date D+E+F % Balance to Finish Project: Continuation Sheet Page of Payment Application Number: Period to: DHCD Application for Payment Continuation Sheet 01.29.00.02 DHCD 9/9/2009 Project Management and Coordination 01.31.00 1 of 3 SECTION 01 31 00 PROJECT MANAGEMENT AND COORDINATION 31.1 GENERAL PROVISIONS The Conditions of the Contract and other Sections of Division l, General Requirements apply to this section. 31.2 RELATED SECTIONS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section. B. Related Specification Sections include the following: (1.) Section 01.45.00 Quality Control (2.) Section 01.50.00 Temporary Facilities and Controls (3.) Section 01.74.19 Construction Waste and Demolition Management 31.3 PROJECT MANAGEMENT A. The Contractor's attention is directed to Article 4 of the General Conditions. B. Project Superintendent. (1.) The Contractor shall employ a Superintendent and necessary assistants who shall be in attendance at the Project site during performance of the Work. The Superintendent shall represent the Contractor, and communications given to the Superintendent shall be as binding as if given to the Contractor. Important communications shall be confirmed in writing. Other communications shall be similarly confirmed on written request in each case. (2.) The Superintendent shall be a competent and responsible employee, satisfactory to the Owner, who is regularly employed by the Contractor and is designated by the Contractor as its representative to be in full time attendance at the Project site throughout the construction of the Work. (3.) The Superintendent shall be responsible for coordinating all the Work of the Contractor and the Subcontractors. The Superintendent shall be licensed consistent with the Massachusetts Building Code. (4.) The Superintendent's resume shall be submitted to the Owner prior to commencement of construction and must demonstrate to the Owner's reasonable satisfaction that the Superintendent has performed the same duties on previous construction projects similar to the Project (5.) The Superintendent shall attend each job meeting. C. The Contractor must supply to the Owner the home telephone number of a responsible person who may be contacted during non-work-hours for emergencies on the Project. DHCD 9/9/2009 Project Management and Coordination 01.31.00 2 of 3 D. Project Meetings (1.) Prior to commencement of the Work, the Contractor shall meet in conference with representatives of the Owner, Department, and Architect to discuss and develop mutual understandings relative to administration of the quality assurance program, safety program, labor provisions, the schedule of work, and other Contract procedures. (2.) The Architect will regularly conduct job meetings, and keep the Owner informed of the progress and quality of the Work, and will endeavor to guard the Owner against defects and deficiencies in the Work. The Architect's minutes of meetings shall be the official minutes kept on the Project. The Architect shall provide copies of the meeting minutes to the Contractor, Owner, Construction Advisor, and under separate cover forward a copy (for informational purposes only) to the Department’s Architectural and Engineering Services Unit. E. The Department's procedures, forms, and practices which must be employed on the Project are described in the Construction Handbook, and will be explained at the pre-construction conference. 31.4 COORDINATION A. All dwelling units outside the work area apartment will be occupied during construction. The Contractor shall take all necessary precautions to ensure the public safety and convenience of the occupants during construction B. The Contractor is responsible for the security of partially completed work until the project is accepted by the Owner. 31.5 LABOR A. The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Work. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them, and whenever the Owner shall notify the Contractor, in writing, that any worker is, in its opinion, incompetent, unfaithful, disorderly, or otherwise unsatisfactory, such employee shall be discharged from the Work and shall not again be employed on the Project except with the consent of the Owner. B. Workers shall refrain from smoking while performing work inside dwelling units, including basement areas. The Contractor shall remove from the project workers who consistently violate this provision 31.6 SHUTDOWN OF SERVICES A. The Contractor's attention is especially called to the fact that the continuous operation of services for this housing development is mandatory. If the development is to be left without heat, hot water, domestic water, electricity, gas, sanitary facilities, or any other services for more than an eight hour period, the Contractor shall submit a letter to the Owner and obtain written approval from the Owner before proceeding. B. If the Owner will not allow this shutdown, but wants instead a temporary means of supplying said services, the Contractor shall supply all labor, materials or whatever may be required to supply said temporary services at no extra cost to the Owner and in accordance with the state and local regulations on health and safety. DHCD 9/9/2009 Project Management and Coordination 01.31.00 3 of 3 31.7 COORDINATION A. The Contractor shall submit for approval to the Owner a detailed operational plan showing the sequence of operations prior to commencement of any work at the site. The Owner must approve any changes to this operational plan. B. The work must be completed in a continuous uninterrupted operation. The Contractor must use sufficient personnel and adequate equipment to complete all the necessary work requirements within a minimum period of time. C. Unless specifically authorized by the Owner, in writing, 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. D. There shall be no storage of materials, tools, and/or equipment within any of the occupied dwelling units. Any storage within unoccupied dwelling units or other space controlled by the Owner must be authorized by the Owner, in writing. E. Only materials and/or equipment intended and necessary for immediate use shall be brought into the dwelling units. At the end of each work day and at the completion of each phase of work, equipment and leftover or unused materials shall be removed from each dwelling unit. F. Whenever work is to be done inside occupied units the Contractor’s superintendent and an Owner’s representative shall conduct a pre-work inspection of each unit to make note of existing conditions in the unit. Special attention should be paid to areas where new work will meet existing conditions. 31.8 OWNER'S COOPERATION A. The Owner shall assist the Contractor to perform the Work in accordance with the approved operational plan by removing obstructions that may be in the Contractor's way, upon proper notice from the Contractor. B. The Owner may provide a Resident Coordinator to act as liaison with residents and to assist the Contractor in fulfilling the following: (1.) Notifying all residents two (2) weeks before any work is scheduled in their apartments. (2.) Notifying each resident in writing forty-eight (48) hours before work is scheduled in his or her particular apartment. (3.) Obtaining signed permission to enter the apartment, if the resident will not be at home. (4.) Obtain from the Owner the keys for any vacant apartment(s) or any apartment(s) where the resident is not at home. The Resident Coordinator will be responsible for the safekeeping of such keys and shall return them at the end of the workday to the Owner. (5.) Notify the Owner of any resident who refuses to cooperate with the proposed operational plan. END OF SECTION 01.31.00 DHCD 9/9/2009 ) Submittals 01.33.00 1 of 3 SECTION 01.33.00 SUBMITTALS - SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES 1. RELATED DOCUMENTS A. This Section supplements Subparagraphs 4.6.3 and 5.3.5 and Paragraphs 4.7, 4.8, and 4.15 of the General Conditions. B. Consult the individual sections of the specifications for the specific submittals required under those sections and for further details and descriptions of the requirements. C. Section 01.25.00 OR Equals - Product Substitution Procedures D. Section 01.74.19 Construction and Demolition Waste Management 2. GENERAL PROCEDURES FOR SUBMITTALS A. Timeliness - The Contractor shall transmit each submittal to the Architect sufficiently in advance of performing related Work or other applicable activities so that the installation is not delayed by processing times, including disapproval and resubmittal (if required), coordination with other submittals, testing, purchasing, fabrication, delivery, and similar sequenced activities. No extension of time will be authorized because of the Contractor's failure to transmit submittals to the Architect in advance of the Work. B. Sequence - The Contractor shall transmit each submittal in a sequence which will not result in the Architect’s approval having to be later modified or rescinded by reason of subsequent submittals which should have been processed earlier or concurrently for coordination. C. Contractor's Review and Approval - Only submittals received from and bearing the stamp of approval of the Contractor 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, distribution record, and signature of transmitter. D. Architect's Action - The Architect will review the Contractor's submittals and return them 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. (2) Final-But-Restricted Release: When marked “Approved as Noted” the Work may proceed provided it complies with the Architect’s notations or corrections on the submittal and complies with the requirements of the Contract Documents. Acceptance of the Work will depend on these compliances. (3) Returned for Resubmittal: When marked "Revise and Resubmit" or "Disapproved" the Work covered by the submittal (such as purchasing, fabrication, delivery, or other activity) should not proceed. The submittal should be revised or a new submittal resubmitted without delay, in accordance with the Architect's notations stating the reasons for returning the submittal. E. Processing - All costs for printing, preparing, packaging, submitting, resubmitting, and mailing, or delivering submittals required by this contract shall be included in the Contract Sum. DHCD 9/9/2009 ) Submittals 01.33.00 2 of 3 3. OR EQUALS A. Definition - Whenever a specification section names one or more brands for a given item, and the Contractor wishes to submit, for consideration, another brand, the submission shall be considered an "or-equal" or a "material substitution". For the purposes of this Contract, the terms "or-equal" and "material substitution" shall be considered synonymous. B. In no case may an item be furnished on the Work other than the item named or described, unless the Architect, with the Administrator's written concurrence, shall consider the item equal to the Item so named or described, as provided by M.G.L. c.30 § 39M. C. The equality of items offered as "equal" to items named or described shall be proved to the satisfaction of the Architect at the expense of the Contractor submitting the substitution in accordance with the process described in Section 01.25.00 of these specifications. 4. SUBMISSION OF PRODUCT DATA A. The Contractor shall submit 7 copies of Product Data to the Architect. All such data shall be specific and identification of material or equipment submitted shall be clearly marked in ink. Data of general nature will not be accepted. B. Product Data shall be accompanied by a transmittal notice. The Contractor's stamp of approval shall appear on the printed information itself, in a location which will not impair legibility. C. Product Data returned by the Architect as "Disapproved" shall be resubmitted in 7 copies until the Architects approval is obtained. D. When the Product Data are acceptable, the Architect will stamp them "Approved" or "Approved as Corrected", retain 3 copies, and return 4 copies to the Contractor. The Contractor shall provide and distribute additional copies as may be required to complete the Work. E. The Contractor shall maintain one full set of approved, original, Product Data at the site. 5. SUBMISSION OF SHOP DRAWINGS A. Shop Drawings shall be complete, giving all information necessary or requested in the individual section of the specifications. They shall also show adjoining Work and details of connection thereto. B. Shop Drawings shall be for whole systems. Partial submissions 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. D. Shop drawings shall be properly identified and contain the name of the project, name of the firm submitting the shop drawings, shop drawing number, date of shop drawings and revisions, Contractor's stamp of approval, and sufficient spaces near the title block for the Architect's stamp. E. The Contractor shall submit to the Architect seven (7) black line prints of each shop drawing. Prints shall be mailed or delivered in roll form. Each submittal shall be accompanied by a transmittal notice bearing the Contractor’s approval stamp. F. In addition to the hard copies described above, the Architect and Contractor may utilize a mutually acceptable electronic system to expedite the submittal process. This electronic system shall not be used as a substitute for the hard copy process. G. When the Architect returns a marked submittal with the stamp "Revise and Resubmit" or "Disapproved", the Contractor shall correct the original drawing or prepare a new drawing and resubmit seven prints thereof to the Architect for approval. This procedure shall be repeated DHCD 9/9/2009 ) Submittals 01.33.00 3 of 3 until the Architect's approval is obtained. H. When the Architect returns submittal with the stamp "Approved" or "Approved as Corrected", the Contractor shall provide and distribute the prints for all Contractor and Subcontractors use, and in addition submit, within 10 calendar days after approval, 4 prints to the Architect. I. The Contractor shall maintain one full set of approved shop drawings at the site. 6. SUBMISSION OF SAMPLES A. Unless otherwise specified in the individual section, the Contractor shall submit two specimens of each sample. B. A transmittal notice with the Contractors stamp of approval shall be included with all sample submittals. C. Samples shall be of adequate size to permit proper evaluation of materials. Where variations in color or in other characteristics are to be expected, samples shall show the maximum range of variation. Materials exceeding the variation of approved samples will not be approved on the Work. D. Samples of items of interior finishes shall be submitted all at once to permit a coordinated selection of colors and finishes. E. Samples that can be conveniently mailed shall be sent directly to the Architect, accompanied by a transmittal notice. All transmittals shall be stamped with the Contractor's approval stamp of the material submitted. F. All other samples shall be delivered at the field office of the Project Representative with sample identification tag attached and properly filled in. G. Transmittal notice of samples so delivered with the Contractor's stamp of approval shall be mailed to the Architect. H. If a sample is rejected by the Architect, a new sample shall be resubmitted in the specified manner. This procedure shall be repeated until the Architect approves the sample I. 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 is made in the specifications, at no additional cost to the Owner. END OF SECTION 01.33.00 SUBMITTALS DHCD 9/9/2009 Quality Control 01.45.00 1 of 4 SECTION 01.45.00 QUALITY CONTROL 45.1 GENERAL SCOPE OF THE WORK A General Contractor’s quality control and control of installation. B Tolerances. C References. D Mock up requirements. E Testing and Inspection Services. F Manufacturers’ field services. G Examination. 45.2 RELATED DOCUMENTS A This section supplements the General Conditions, Supplementary Conditions, the Drawings, and all other parts of the Contract Documents. B Consult the individual sections of the specifications for specific items required under those sections. 45.3 QUALITY CONTROL AND CONTROL OF INSTALLATION A The General Contractor shall provide inspections, tests, and quality control services specified herein and in individual specification sections and required by governing authorities having jurisdiction, except where they are specifically required under a filed sub- bid section of the specification. In those cases they will be the responsibility of the filed subcontractor. Monitor quality control over suppliers, manufacturers, products , services, site conditions, and workmanship, to produce Work of specified quality. B Comply with manufacturer’s instructions, including each step in sequence. C When manufacturer’s instructions conflict with the Contract Documents, request clarification from the Architect before proceeding. D Comply with specified standards as minimum quality of Work except where more stringent tolerances, codes, or specific requirements indicate higher standards or workmanship. E Perform the Work using persons qualified to produce the required and specified quality. F Verify field measurements are as indicated on Shop Drawings or as instructed by the manufacturer. G Secure products in place with appropriate positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, or disfigurement. DHCD 9/9/2009 Quality Control 01.45.00 2 of 4 45.4 TOLERANCES A Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not allow tolerances to accumulate. B Comply with manufacturer’s tolerances. When manufacturers’ tolerances conflict with Contract Documents, request clarification from the Architect before proceeding. C Adjust products to appropriate dimensions; position before securing products into place. 45.5 REFERENCES A For products or workwomanship specified by associations, trade or other consensus standards, comply with requirements of standard, except when more rigid requirements are specified or are required by applicable codes. B Conform to reference standard by date of issue current on the date of Bid Opening. Except where specific date is established by applicable code. C Obtain copies of standards where required by product specification sections. D When specified reference standards conflict with Contract Documents, request clarification from the Architect before proceeding. E Neither contractual relationships, duties, nor responsibilities of parties, nor those of the Architect shall be altered from the Contract Documents by mention or inference otherwise in reference documents. 45.6 TESTING AND INSPECTION SERVICES A The Owner may employ and pay for specified services of an independent firm to perform testing and inspection. B Reports will be submitted by the independent firm to the Architect and Contractor indicating observations and results of tests. C The Contractor and all Subcontractors shall cooperate with the independent firm, furnish sample materials, design mixes, equipment, tools, storage, safe access, and assistance by incidental labor as requested. (1.) Notify the Architect 24 hours prior to expected time for operations requiring services. (2.) The Architect will make the final decision as to when services or testing will or will not be performed. (3.) Make arrangements with the independent firm and pay for additional samples and tests for the Contractor’s use. D Testing and employment of testing agency or laboratory shall not relieve the Contractor of the obligation to perform work in accordance with the requirements of the Contract Documents. E Re-testing or re-inspection required because of non-conformance to specified requirements shall be performed by the same independent firm on instructions by the Architect. Payment for re-testing or re-inspection will be charged to the Contractor by deducting testing charges from the Contract Sum. F Testing Agency responsibilities: (1.) Test samples of mixes submitted by the Contractor. DHCD 9/9/2009 Quality Control 01.45.00 3 of 4 (2.) Provide qualified personnel at the site. Cooperate with the Architect and Contractor in performance of services. (3.) Perform specified sampling and testing of products in accordance with specified standards. (4.) Promptly notify the Architect and Contractor of observed irregularities or non- conformance of Work or products. (5.) Perform additional tests required by the Architect. (6.) Attend progress meetings if requested by the Architect. G Testing Agency Reports: After each test, promptly submit two copies of the report to the Architect and to the Contractor. Provide interpretation of the results when requested by the Architect. All test reports shall include: (1.) Date issued. (2.) Project title and number. (3.) Name of inspector. (4.) Date and time of sampling or inspection. (5.) Identification of product and specification section(s). (6.) Test location. (7.) Type of inspection or test. (8.) Date of test. (9.) Results of tests or inspection. (10.) Conformance with Contract Documents. H Limits of Testing Agency Authority (1.) Testing Agency may not release, revoke, alter, or enlarge on requirements of Contract Documents. (2.) Testing Agency may not approve or accept any portion of the Work. (3.) Testing Agency may not assume duties of the Contractor. (4.) Resting Agency has no authority to stop Work. 45.7 Manufacturers’ Field Services A When individual specification section(s), require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces to receive work, and installation quality of workmanship, start-up of equipment , test, adjust, and balance equipment as applicable and to initiate instructions when necessary these services shall be provided at no additional cost to the Owner. B Submit the qualifications of any observers to the Architect and Owner prior to of required observations. Observers are subject to the approval of the Owner based on the observer’s credentials. This submission shall be made allowing adequate time for the Architect to DHCD 9/9/2009 Quality Control 01.45.00 4 of 4 review the observer’s credentials. This approval does not relieve the Contractor of any obligation to complete the Work in accordance with the Contract Documents. C Report to the Architect, observations and site decisions or instruction given to applicators or installers that are supplemental or contrary to manufacturers’ written instructions. 45.8 EXAMINATION A The Contractor shall verify existing site conditions and substrate surfaces are acceptable for subsequent Work. Beginning new Work means acceptance of existing conditions. B The Contractor shall verify existing substrate is capable of structural support or attachment of new Work being applied or attached. C The Contractor shall examine and verify specific conditions described in individual specification sections. D The Contractor shall verify utility services are available, of correct characteristics, and in correct locations. END OF SECTION 01.45.00 QUALITY CONTROL DHCD 06/05/2014 01.50.00 $100K-$10M Temporary Facilities and Controls 1 of 6 SECTION 01.50.00 TEMPORARY FACILITIES AND CONTROLS 50.00 GENERAL REQUIREMENTS A The Contractor shall be responsible for providing and maintaining all temporary facilities until Substantial Completion. Removal of such prior to Substantial Completion must be with the concurrence of the Architect. The Contractor bears full responsibility for re-providing any facility removed prior to Substantial Completion. B Removal of all temporary facilities shall be a condition precedent to Substantial Completion unless directed otherwise by the Architect or specifically noted in the specifications. C The Contractor must comply with all safety laws and regulations of the Commonwealth of Massachusetts, the United States Government, and local government agencies applicable to Work under this contract. The Contractor's attention is directed to the Commonwealth of Massachusetts, Department of Labor, and Division of Occupational Safety Regulations. 50.01 TEMPORARY ELECTRICITY A Temporary service and lighting shall be provided by a licensed electrician selected and paid for by the Contractor. This work shall be performed under the direct supervision of at least one master electrician, who will be present on the project at all times when such work is being performed. This service shall include coordination with the local utility and other authorities having jurisdiction. B The Contractor may make use of the electricity available at the site, metered and paid for by the Owner. C Where heavy duty electric equipment drawing current in excess of 15 amperes is involved, the trade requiring such excessive amperage shall provide temporary service to supply the power. D All temporary work shall be provided in conformity with the National Electric Code, State laws, and requirements of the power company. Particular attention is called to Commonwealth of Massachusetts, Department of Labor Division of Occupational Safety Regulations. E Temporary Electric Service and Lighting shall include but not be limited to: (1.) All labor, materials, and equipment necessary to supply temporary power of adequate capacity for the project. (2.) Transformers and meters, when required by the power company, furnished by the power company and paid for by the Contractor. (3.) Temporary work of a special nature, not otherwise specified hereunder, shall be provided, maintained, and paid for by the trade requiring same. (4.) The Contractor shall furnish, install, and maintain lamps in operating condition. (5.) The Contractor, and each Subcontractor, shall furnish their own extension cords and additional lamps as may be required for their work. (6.) All lamps installed in permanent lighting fixtures and used as temporary lights during the construction period shall be removed and replaced shortly before Substantial Completion by the appropriate set of lamps required to be provided under the Electrical section of the specifications. (7.) The temporary electrical facilities shall be dismantled and completely removed from the project site. This removal shall occur when the permanent electrical system is operational and accepted by the Architect. Removal shall be done by a properly licensed electrician. DHCD 06/05/2014 01.50.00 $100K-$10M Temporary Facilities and Controls 2 of 6 50.02 TEMPORARY FIRE PROTECTION A. The Contractor shall take necessary precautions to insure against fire during construction. The Contractor shall be responsible to insure that the area within contract limits is kept orderly and clean and that combustible rubbish and construction debris is promptly removed from the site. B. Installation of equipment suitable for fire protection shall be done as soon as possible after commencement of the Work. The Contractor's attention is directed to the requirements of the Commonwealth of Massachusetts, Department of Labor and Workforce Development Regulation 454 CMR. 50.03 TEMPORARY HEAT A Providing temporary heating service and equipment in interior spaces: (1.) The Contractor shall be completely responsible for providing all equipment and labor required to comply with this section. (2.) The Contractor shall utilize the services of a qualified Heating subcontractor for providing Temporary Heat. These services shall be paid for by the Contractor. B The Contractor shall provide a minimum temperature of 70 degrees Fahrenheit to all occupied areas of the Project (This shall include common and public areas affected by the work). C The Contractor shall provide thermometers at places designated by the Architect in order to determine if specified temperatures are being maintained. D Temporary heating system work shall be performed under the direct supervision of individuals properly licensed to perform the necessary work. E All temporary work shall be provided in conformity with all applicable codes, State laws, and requirements of the utility company. Particular attention is called to Commonwealth of Massachusetts, Department of Labor Division of Occupational Safety Regulations. F The Contractor shall pay the costs of all fuel and electricity required for temporary heating until Substantial Completion unless specified otherwise. G Utilizing the Permanent Heating System for Temporary Heat: (1.) The Contractor may, with the approval of the Owner, elect to utilize the permanent heating system for temporary heat. This may be allowed if the building is enclosed and after the heating system has been tested and is ready to operate and providing the Contractor complies with all provisions stated elsewhere in the Contract Documents. (2.) If the permanent heating system cannot be utilized or if work requires a shutdown of the existing system the Contractor shall make arrangements, acceptable to the Owner, to comply with this requirement at no additional cost to the Owner. (3.) The Contractor shall furnish and pay the costs of any materials and equipment which are not part of the permanent heating system and which may be required to operate the permanent heating system on a temporary basis. (4.) The Contractor shall have a qualified heating mechanic check the heating system a minimum of twice daily, when no work is being performed at the site. (5.) It shall be the Contractor's responsibility to have all portions of the permanent heating system that are used for heating during construction thoroughly cleaned and restored to first class condition, to the satisfaction of the Owner. (6.) No parts of the air handling system shall be used until temporary filters have been installed satisfactory to the Architect. Such filters shall be kept clean and in efficient working condition, and at the time of Substantial Completion shall be replaced by the permanent filters at no cost to the Owner. DHCD 06/05/2014 01.50.00 $100K-$10M Temporary Facilities and Controls 3 of 6 (7.) The Owner's warranty for the permanent heating system shall begin on the date of Substantial Completion of the entire project. Installation of weather protection and heating devices shall comply with all safety regulations including provisions for adequate ventilation and fire protection devices. H Unit heaters, if used, shall be of the smokeless type and be installed and operated in such a way that finished work will not be damaged. "Salamanders" shall not be used. I Providing temporary heating service and equipment for exterior work: (1.) Temporary heat in outside areas shall be in compliance with MGL c149 §44G. (2.) Installation of weather protection and heating devices shall comply with all safety regulations including provisions for adequate ventilation and fire protection devices. (3.) Unit heaters, if used, shall be of the smokeless type and be installed and operated in such a way that finished work will not be damaged. "Salamanders" shall not be used. 50.04 TEMPORARY TELECOMMUNICATIONS A The Contractor shall be available through mobile phone service at all times and shall provide a 24 hour phone number and contact in case of emergencies. 50.05 TEMPORARY WATER A The Contractor may make use of the available water supply at the site for construction purposes, provided the permission of the Owner is obtained beforehand, water is verified at the source and only as long as the water is not used wastefully. B The Contractor shall provide all necessary piping and hoses to utilize the available sources of water. C The Contractor shall provide an adequate supply of cool potable drinking water with individual drinking cups for personnel on the job. 50.06 TEMPORARY STRUCTURES AND MATERIAL HANDLING A The Contractor shall provide such storage sheds, temporary buildings, or trailers as required for the performance of the Contract. Subcontractors shall provide their own temporary buildings and trailers. Storage shall be located where directed by the Owner. B Materials shall be handled, stored, installed, cleaned, and protected in accordance with the best practice in the industry and, except where otherwise specified in the Contract Documents, in accordance with manufacturer's specifications and directions. C The Contractor must obtain the permission of the Owner for the use of any storage facilities available on site, but the Owner assumes no responsibility for articles stored. D Lawns, paving or other surfaces within areas used by the Contractor shall be restored to original condition when temporary structures are removed. 50.07 SANITARY FACILITIES A The Contractor shall provide and service an adequate number of toilet booths with chemical type toilets. B The toilets shall be erected in a location approved by the Architect and shall be maintained by the Contractor in a clean and orderly condition in compliance with all local and state health requirements. C Under no circumstances will the Contractor's personnel be allowed to use Resident's toilets. DHCD 06/05/2014 01.50.00 $100K-$10M Temporary Facilities and Controls 4 of 6 50.08 TEMPORARY USE OF ELEVATOR A Should the Contractor need to use the elevator, special arrangements shall be made with the Owner. B The Contractor shall leave the elevator in the same condition as it was at the time it was turned over for temporary service. The Contractor shall pay for all expenses for repairs or replacement necessary to restore the apparatus to its original condition 50.09 HOISTING FACILITIES A Except as otherwise specified, the Contractor shall provide, operate, and remove material hoists, cranes, and other hoisting as required for the performance of the Work by all trades. All such hoisting service shall be without cost to the Subcontractors. 50.10 TEMPORARY STAGING, STAIRS, CHUTES A Except as otherwise specified, the Contractor shall furnish, install, maintain in safe condition, and remove all scaffolds, staging, and planking over 8 ft. in height, as required for the use of all trades for proper execution of the Work. B The Contractor shall furnish, install, maintain in safe condition, and remove all temporary ramps, stairs, ladders, and similar items as required for the use of all trades for the proper execution of the Work. C Permanent stairs shall be erected as soon as possible, for which the Contractor shall provide temporary protective treads, risers, handrails, and shaft protection. D The Contractor shall furnish, install, maintain, and remove covered chutes from openings in the exterior walls of upper floors. Such shall be in convenient locations and permit disposal of rubbish directly into trucks or disposal units. E Debris shall not be allowed to fall freely from upper levels of the building. Materials shall not be dropped from open windows. 50.11 TEMPORARY PARKING A Parking is available in the Visitors’ parking area. 50.12 TEMPORARY TRAFFIC CONTROL A Maintain continual driveway and parking lot access at all times for residents and visitors . 50.13 TEMPORARY PROTECTION A. All dwelling units outside the apartment work area will be occupied during construction. The Contractor shall take all necessary precautions to ensure the public safety and convenience of the occupants during construction. B. Any damage to buildings, roads, (public and private), bituminous concrete areas, fences, lawn areas, trees, shrubbery, poles, underground utilities, etc. shall be made good by and at the Contractor's own expense, all to the satisfaction of the Owner. C. The Contractor shall patch, repair and/or replace all adjacent materials and surfaces damaged after the installation of new work at no expense to the Owner. All repair and replacement work shall match the existing in kind and appearance. DHCD 06/05/2014 01.50.00 $100K-$10M Temporary Facilities and Controls 5 of 6 50.15 NOISE AND DUST CONTROL The Contractor shall take special measures to protect the residents, neighbors, and general public from noise, dust, and other disturbances by: A. Keeping common pedestrian and vehicular circulation areas clean and unobstructed; B. Insulating work area from occupied portions as far as possible; and C. Sealing dust and fumes from contaminating occupied spaces. 50.16 TEMPORARY BARRICADES A. The Contractor shall: In addition to the weather protection during the months of November to March specified elsewhere, provide temporary watertight enclosures for openings in exterior walls and in roof decks when and as required to protect the Work from damage by inclement weather. Temporary enclosures shall be provided with adequate means of ventilation to prevent accumulation of moisture in the buildings. (1.) Provide temporary wood doors for exterior entrances and elsewhere as required. Permanent door enclosures shall not be used as temporary enclosures. (2.) Protect sills, jambs, and heads of openings through which materials are handled. (3.) Protect decks and slabs to receive work by other trades from any soiling which will prevent proper adhesion of subsequent Work. Decks and slabs shall be left clean and free of blemishes at the time other trades begin the application of their work. (4.) Protect concrete slabs to remain exposed and finished floors against mechanical damage, plaster droppings, oil, grease, paint, or other material which will stain the floor finish. Install and maintain adequate strips of building paper or other protection on finished floors in rooms where other trades will do future Work. (5.) Protect all surfaces to receive work by other trades from any soiling which will prevent proper execution of subsequent work (6.) Protect other areas, furniture, and private property of the residents and the Owner. Any areas damaged by the Contractor shall be restored to the original condition or compensated at the Contractor’s expense. B. Roof surfaces and waterproofed surfaces shall not be subjected to traffic nor shall they be used for storage of materials. Where some activity must take place in order to carry out the Work, adequate protection must be provided. C. After the installation of any Work is completed, the Contractor shall be responsible for its protection and for repairing, replacing, or cleaning any such Work which has been damaged by other trades or by any other cause, so that all Work is in first class condition at the time of Substantial Completion. 50.17 TEMPORARY PROTECTIVE WALKWAYS The Contractor shall, at all times, leave an unobstructed way along walks and roadways, and shall maintain barriers and lights for the protection of all persons and property in all locations where materials are stored or work is in progress. 50.18 TEMPORARY CONSTRUCTION FENCE The Contractor shall be responsible for providing and maintaining temporary fencing or barricades around the construction as may be necessary to assure the safety of all persons authorized or unauthorized. Such protective measures shall be located and constructed as required by local, state, and federal ordinances, laws, codes, or regulations. DHCD 06/05/2014 Temporary Facilities and Controls 01.50.00 $100K-$10M 6 of 6 50.19 SECURITY A The Contractor shall be responsible for providing all security precautions necessary to protect the Contractor's and Owner's interests. B Where excavation is involved, the Contractor shall be responsible for providing continuous watchmen service as necessary, to insure adequate protection of the general public. 50.20 Temporary Storm Water Pollution Control Protect excavations, trenches, buildings, and materials at all times from rain water, ground water, backing-up, or leakage of sewers, drains, or other piping, or from water damage of any origin. Provide all pumps, piping, coverings, and other materials and equipment as required by job conditions to accomplish this requirement. 50.20 WEATHER PROTECTION A The Contractor shall provide temporary enclosures and heat to permit work to be carried on during the months of November through March in compliance with MGL c.149 §44G (d). These specifications are not to be construed as requiring enclosures or heat for operations that are not economically feasible in the opinion of the Owner. Without limitation this includes such items as excavation, pile driving, steel erection, erection of certain exterior wall panels, roofing, and similar operations. B Weather Protection" means the temporary protection of that Work adversely affected by moisture, wind, and cold by covering, enclosing, and/or heating. This protection shall provide adequate working areas during the months of November through March as determined by the Owner and consistent with the construction schedule to permit the continuous progress of all Work necessary to maintain an orderly and efficient sequence of construction operations. The Contractor shall furnish and install "Weather Protection" material and be responsible for all costs, including heating required to maintain a minimum of 40 degrees F. at the working surface. This provision does not supersede any specific requirements for methods of construction, curing of materials, or the applicable conditions set forth in the Contract Documents with added regard to performance obligations of the Contractor. C Within 30 calendar days after award of the Contract, the Contractor shall submit in writing, to the Architect for approval, three (3) copies of the proposed methods for "Weather Protection". D The Contractor shall assume the entire responsibility for weather protection during construction (until Substantial Completion), and shall be liable for any damage to any Work caused by failure to supply proper weather protection and proper ventilation. E Work damaged by frost shall be removed and replaced by and at the Contractor's expense and as directed by the Architect. F It is to be specifically understood that the Contractor shall do no work under any conditions deemed unsuitable by the Contractor to the execution of the Work. This provision shall not constitute any waiver, release, or lessening of the Contractor's obligation to bring the Work to Substantial Completion within the period of time set forth in the Contract Documents. 50.22 WIND PROTECTION Should high wind warnings be issued by the U.S. Weather Bureau, the Contractor shall take every precaution to minimize danger to persons, to the Work, and to the adjacent property. END OF SECTION 01.50.00 DHCD 9/9/2009 ) Cutting and Patching 01.73.29 1 of 4 SECTION 01.73.29 CUTTING AND PATCHING 1 GENERAL SCOPE OF THE WORK A Unless specified elsewhere, the Contractor shall be responsible for: (1.) All cutting and patching required for the project construction. (2.) Products and installation for patching and extending Work. (3.) Transition and adjustments. (4.) Repair of damaged surfaces, finishes, and cleaning. (5.) Coordination of any cutting and patching required by subtrades. B Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition C The Contractor must comply with all safety laws and regulations of the Commonwealth of Massachusetts, the United States Government, and local government agencies applicable to Work under this contract. The Contractor's attention is directed to the Commonwealth of Massachusetts, Department of Labor, Division of Occupational Safety Regulations. 2 RELATED SECTIONS A This section supplements the General Conditions including but not limited to Article 4.3. of the General Conditions. B Consult the individual sections of the specifications for specific items required under those sections. C Section 01.74.13 Progress Cleaning and Final Cleaning D Section 01.74.19 Construction and Demolition Waste Management 3 EXAMINATION A Examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed before cutting, including elements subject to damage or movement during cutting and patching. If unsafe or unsatisfactory conditions are encountered, take corrective action before proceeding. B Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in the Architect’s opinion, reduce the building’s aesthetic qualities. Do not cut and patch construction in a manner that would result in visual evidence of cutting and patching. Remove and replace visually unacceptable areas of cutting and patching at no additional cost to the Owner. C Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. D Beginning of cutting or patching means acceptance of existing conditions. E After uncovering existing Work, assess conditions affecting performance of work. DHCD 9/9/2009 ) Cutting and Patching 01.73.29 2 of 4 4 PREPARATION A Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. B Before proceeding, meet at the Project Site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. C Provide temporary supports to ensure structural integrity of the Work. Provide devices and methods to protect other portions of Project from damage. D Close openings in exterior surfaces to protect existing work [and salvage items] from weather and extremes of temperature and humidity. Insulate duct work and piping to prevent condensation in exposed areas. E Cut, move, or remove items as necessary for access to alterations and renovation Work. Replace and restore at completion. F Remove unsuitable material not marked for salvage, such as rotted wood, corroded metals, and deteriorated masonry and concrete. Replace materials as specified for finished Work. G Remove debris and abandoned items from area and from concealed spaces. H Prepare surface and remove surface finishes to provide for proper installation of new work and finishes. 5 CUTTING A Execute all cutting and fitting necessary to complete the Work. B Where services are required to be remove, relocated, or abandoned, by-pass utility services, such as pipe or conduit, before cutting. Cut-off pipe or conduit in walls or partitions scheduled to be removed. Cap, valve, or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by-passing and cutting. C Uncover work to install improperly sequenced work. D Remove and replace defective or non-conforming work. E Provide openings in the Work for penetration of mechanical and electrical work. Cut holes and slots as small as possible, nearly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover opening when not in use. F Employ skilled and experienced workers to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces. G Cut rigid materials using power saw or core drill. Cut through concrete and masonry using a cutting machine, such as a carborundum saw or a diamond-core drill. Pneumatic tools shall not be allowed without prior approval. H Cut existing construction using methods least likely to damage elements retained or adjoining construction. Where possible, review proposed procedures with the original Installer; comply with the original Installer’s recommendations. I To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. J Comply with requirements of applicable Specification Sections where cutting and patching requires excavating and backfilling or patching of pavement or concrete. DHCD 9/9/2009 ) Cutting and Patching 01.73.29 3 of 4 K Do not cut structural elements in a manner that would change their load-carrying capacity or load-deflection ratio. L Do not cut operating elements or related components in a manner that would result in reducing their capacity to perform as intended. Do not cut operating elements or related components in a manner that would result in increased maintenance or decreased operational life or safety. M Perform cutting in a fashion that does not denigrate the energy performance of the building(s). 6 PATCHING A Execute patching to complement adjacent, undisturbed finishes. B Fit products together to integrate with other Work. C Execute work by methods to avoid damage to other Work, and which will provide appropriate surfaces to receive patching and finishing. D Perform patching in a fashion that does not denigrate the energy performance of the building(s). E Restore work with new products in accordance with requirements of Contract Documents. F Fit work tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. G At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with appropriate material to full thickness of the penetrated element as necessary to maintain the required rating. H Where new work abuts or aligns with existing, perform a smooth and even transition. Patch work to match existing adjacent work in texture and appearance. Refinish surfaces to match adjacent finish. For continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. I Use materials identical to existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible if identical materials are unavailable or cannot be used. Use materials whose installed performance will equal or surpass that of existing materials. J Patch with durable seams that are as invisible as possible. Comply with specified tolerances. K Where feasible, inspect and test patched areas to demonstrate integrity of the installation. L Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. M Where walls or partitions are to be removed, patch and repair voids left in floor, wall and ceiling surfaces where the existing construction is removed. Provide an even surface of uniform color and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance. N Where patching occurs in a smooth painted surface, extend final paint coat over entire unbroken surface containing the patch after the area has received primer and second coat. O Patch, repair, or re-hang existing ceilings as necessary to provide an even-plane surface of uniform appearance. P Where cutting and patching involves plaster refer to applicable Sections for plastering requirements. In lieu of specific requirements, comply with the following: (1.) Comply with ASTM C 842 DHCD 9/9/2009 ) Cutting and Patching 01.73.29 4 of 4 (2.) Comply with manufacturer’s instructions and install thickness and coats as indicated. (3.) Unless otherwise indicated, provide 3-coat work. (4.) Base Coat: Ready-mixed, sand aggregate gypsum plaster base. (5.) Finish Coat: Ready-mixed gypsum finish plaster. (6.) Finish gypsum plaster to match existing adjacent surfaces. Sand lightly to remove trowel marks and arises. 7 CLEANING A In addition to cleaning specified in Section 01.74.13, clean all areas affected by the work of this Section including personal belongings affected by this work. B Completely inappropriate remove paint, mortar, oils, putty, and similar items. C Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. D When cutting and patching in occupied units clean affected areas daily and or immediately after completion of the cutting and/or patching work. END OF SECTION 01.73.29 CUTTING AND PATCHING DHCD 9/09/2008 ) Progress Cleaning 01.74.13 1 of 3 SECTION 01 74 13 PROGRESS CLEANING FINAL CLEANING 1. SCOPE A. This section specifies the requirements for maintaining a clean and orderly work site during and at the completion of the Work. B. Pay special attention to work areas that affect occupied residents’ spaces and public areas. 2. RELATED DOCUMENTS A. This section supplements Article 4.17 of the General Conditions. B. Consult the individual sections of the specifications for cleaning of Work installed under those sections. C. Section 01.73.29 Cutting and Patching. D. Section 01.74.19 Construction Waste Management and Disposal. 3. CLEANING DURING CONSTRUCTION A. Conduct all cleaning and disposal operations to comply with all federal, state, and local laws, regulations, codes, ordinances and by-laws. (1) Do not burn or bury rubbish and waste materials on the 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 waterways. 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 a material hoist or rubbish chutes. D. Maintain the Site free from accumulations of waste, debris, and rubbish. E. Do not leave debris in occupied units. F. Provide on-site containers for collection of waste materials and rubbish. G. At the end of each day, remove and legally dispose waste materials and rubbish from site. H. Vacuum clean interior building areas when ready to receive finish painting, and continue vacuum cleaning on an as-needed basis until Substantial Completion. I. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly painted surfaces. J. Disposal of materials shall be in compliance with all applicable laws, regulations, ordinances, codes, and by-laws. DHCD 9/09/2008 ) Progress Cleaning 01.74.13 2 of 3 4. FINAL CLEANING . A. Prior to submitting a request to the Architect to certify Substantial Completion of the Work, the Contractor shall inspect all interior and exterior spaces and verify that all waste materials, rubbish, tools, equipment, machinery, and surplus materials have been removed, and that all sight-exposed surfaces are clean. Leave the Project clean and ready for occupancy. B. Unless otherwise specified under other sections of the Specifications, the Contractor shall perform final cleaning operations as herein specified prior to final inspection. C. Cleaning shall include all surfaces, interior and exterior, which the Contractor has had access to, whether new or existing. D. Employ experienced workmen or professional cleaners for final cleaning. E. Use only cleaning materials recommended by the manufacturer of the surface to be cleaned. F. Use cleaning materials which will not create a hazard to health or property and which will not damage surfaces. G. All broken or defective glass caused by the Contractor's Work shall be replaced at the expense of the Contractor. H. Remove grease, mastic, adhesive, dust, dirt, stains, labels, fingerprints, and other foreign materials from sight-exposed interior and exterior surfaces. This includes cleaning of the Work of all finishing trades where needed, whether or not cleaning by such trades is included in their respective specifications. I. Clean and polish all new and existing glass and plastic glazing (if any) throughout the building(s), on both sides. Clean plastic glazing in accordance with the manufacturer's directions. This cleaning shall be completed by qualified window cleaners at the expense of the Contractor just prior to acceptance of the Work. J. Wash and polish all mirrors. K. Repair, patch, and touch up marred surfaces to the specified finish, to match adjacent surfaces. L. Polish glossy surfaces to a clear shine. M. Do the final cleaning of resilient floors and wood floors as specified under the respective sections of the Specifications. N. Leave all architectural metals, hardware, and fixtures in undamaged, polished conditions. O. Leave pipe and duct spaces, plenums, furred spaces and the like clean of debris and decayable materials. P. In cleaning items with manufacturer's finish or items previously 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 detergents or other cleaning agents which may stain adjoining finish surfaces. Any damage to finishes caused by cleaning operations shall be repaired at the Contractor's DHCD 9/09/2008 ) Progress Cleaning 01.74.13 3 of 3 expense. Q. Broom clean exposed concrete surfaces and paved surfaces. Rake clean other surfaces of grounds. R. Ventilating systems - Replace filters and clean ducts, blowers, and coils if units were operated during construction. S. Owner's responsibility for cleaning commences at Substantial Completion. END OF SECTION 01.74.13 Progress Cleaning and Final Cleaning DHCD 9/9/2009 Construction & Demolition Waste Management 01.74.19 1 of 2 SECTION 01.74.19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT 1. Description of Work A. This section describes the requirements for the Contractor and all subcontractors to minimize construction waste and debris and to reuse, salvage, and recycle to the greatest extent possible. B. This section specifies certain wastes that are required to be recycled. C. This section includes a standard Waste Management Report Template (01.74.19.01) 2. Related Sections A. 01.29.00 Payment Procedures B. 01.33.00 Submittals C. 02.41.19 Selective Demolition D. 06.10.00 Rough Carpentry 3. Waste Management Goals A. The Owner’s waste management goals include increased recycling and conservation of materials. Construction and Demolition Wastes have been identified as a particular target for reuse and recycling, for several reasons. B. Required Recycling - Recycling is required for each of the following materials if that particular material is expected to be part of the project’s demolition and/or construction waste: (1.) Roof Shingles (2.) Cardboard & paper packaging 4. Pre-Construction Waste Management Report Submittal B. Prior to any waste removal, the Contractor shall submit a completed Draft Waste Management Report (01.74.19.01) to the Architect and C. If there are additional items to those listed the Contractor may also submit a completed list of items that will be voluntarily recycled on form 01.74.19.02. D. The following databases may be used to find recyclers/haulers for construction debris. (1.) Massachusetts Department of Environmental Protection www.Mass.gov/DEP/recycle. (2.) The GSA Environmental Strategies and Safety www.wbdg.org/tools/cwm.php. 5. The Pre-Construction Waste Management Report A. The Contractor’s Pre-Construction Waste Management Report submittal shall be reviewed as part of submittal process. The Contractor’s submittal portion may be handwritten. B. The Report shall include a summary of the proposed jobsite wastes to be generated, including types and approximate quantities of each material. (1.) Disposal options: The name of all landfill(s) and/or incinerator(s) proposed for trash disposal. DHCD 9/9/2009 Construction & Demolition Waste Management 01.74.19 2 of 2 (2.) In addition to the Information provided on the Report Form provide supplemental information advising the Architect of the following: (a.) Materials Handling Procedures: A brief description of how the Contractor proposes separating and stockpiling materials on site. What materials will be separated and how will they be temporarily stored. (b.) Transportation: A description of the means of transportation of the recyclable materials (whether materials will be site-separated and hauled to designated markets, or whether mixed materials will be collected by a hauler and removed from the site and later separated for recycling). See the template (Form 01.74.19.01) at the end of this section. 6. Waste Management Implementation A. Manager: The Contractor shall designate a specific person responsible for explaining the procedures for project recycling to Contractor’s personnel and new workers. This person should also manage and coordinate all transportation of waste to recyclers and landfills and maintain records of materials leaving site and destinations. B. Clearly marked containers or areas- to identify where different materials are to be stored. 7. Reporting Required at Time of Application for Payment A. The Schedule of Values shall include at least one line item representing the Waste Management requirements for this contract B. Application for Progress Payments: The Contractor shall submit with each Application for Progress Payment a Summary of Waste generated by the Project. C. Failure to submit this information shall render the Application for Payment incomplete and shall delay Progress Payments. The Summary shall be submitted on a form acceptable to the Owner and shall contain the following information: (1.) For each material recycled, reused, or salvaged from the Project, the amount (in tons or cubic yards), the date removed from the jobsite and the receiving party, Attach manifests, weight tickets, etc.. (2.) The amount (in tons) of material landfilled from the Project, the location of the landfill, and delivery manifests, weight tickets, etc.. D. The Architects receipt and approval of all required Waste Management documentation shall be precedent to Final Payment. END OF SECTION REPORT 01.79.19.01 Pre-Construction Waste Management Report Form Mandatory Waste Management Report Disposed in Municipal Solid Waste Landfill Diverted from Landfill By: Material Category Recycling Salvage Reuse Materials where Recycling is Mandatory in this Contract 1 Packaging and packing materials (lbs) 2 Cement fiber products including shingles, panels, siding (lbs) 3 Paint (gal) 4 Plastics (lbs) 5 Furnishings 6 Carpet and pad 7 Gypsum wallboard (lbs) 8 Porcelain plumbing fixtures (lbs) 9 Clean dimensional wood. (lbs) 10 Ferrous Metals (lbs) 11 Non-ferrous metals (lbs) 12 Fluorescent light tubes 13 Roofing (lbs) 19 Any other materials Add rows as may be appropriate Total (In Weight) Total of all of the above in weight This Form should be Stamped and Signed as approved by the Contractor before submitting to the Designer DHCD 1/21/2010 Project Closeout 01.77.00 1 of 4 SECTION 01.77.00 PROJECT CLOSE OUT PROCEDURES 77.1. SCOPE A This section lists the procedures required for the proper completion of this project including processing the Release of Retainage and making the Final Payment to the Contractor. B Consult the Individual sections of the specifications for requirements affecting Project Close Out. 77.2. RELATED DOCUMENTS A This section supplements the General Conditions. B Consult the individual sections of the specifications for specific items required under those sections. C Section 01.26.00 Contract modification Procedures D Section 01.29.00 Payment Procedures E Section 01.74.19 Construction and Demolition Waste Management 77.3. OCCUPANCY PERMIT A The Contractor shall coordinate the efforts of all Subcontractors and obtain the Occupancy Permit from the local Building Department. B The Owner shall pay any Building Department fee associated with the Occupancy Permit. 77.4. PARTIAL COMPLETION A At the completion of Work within a Dwelling Unit the Contractor may notify the Architect that the Work within the unit(s) is Partially Complete. The Architect, or a designee, shall conduct a thorough inspection of the Work. The Architect shall prepare a punch list, setting forth in accurate detail any items and additional items that are not acceptable or incomplete inside the dwelling unit. The Contractor shall coordinate all Subcontractors to achieve prompt completion of the punch list. B Prior to requesting Partial Completion the Contractor shall make a thorough inspection of the Work. During this inspection the Contractor shall prepare a comprehensive list of all items remaining to be completed or corrected. This list shall include all remaining Contractor and Subcontractor items to be provided under the Contract Documents. C The Contractor shall not be relieved of the responsibility to provide Contract items left off the Architect’s punch list. D If the Architect determines that the Work within the dwelling unit is not Partially Complete, or not acceptable for the use for which it was intended, the Architect shall inform the Contractor of those items that must be completed before the Architect will prepare the punch list. Upon completion of those items, the Contractor shall again request the Architect to prepare a punch list. E If the Contractor fails to request an inspection that Contractor will be responsible for the condition of the Work even if the Dwelling Unit is occupied. F The date of Substantial Completion for the entire contact and the start of all associated warranties shall not occur until work in all units is complete. DHCD 1/21/2010 Project Closeout 01.77.00 2 of 4 G The Architect shall prepare the Certificate of Substantial Completion in accordance with Article 9.6 of the General Conditions after the work in all Dwelling Units is complete. H Partial Payment of Retainage shall not be made until at least 65 days after the effective date of the final Certificate of Substantial Completion for the entire project. 77.5. SUBSTANTIAL COMPLETION A Prior to requesting Substantial Completion as provided in Article 9.6 of the General Conditions the Contractor shall make a thorough inspection of the Work. During this inspection the Contractor shall prepare a comprehensive list of all items remaining to be completed or corrected. This list shall include all remaining Contractor and Subcontractor items to be provided under the Contract Documents. B Upon completion of the items noted on the Contractor's list the Contractor shall notify the Architect that the Work is Substantially Complete. The Architect shall then conduct a similar thorough inspection. If the Architect agrees that the Work is Substantially Complete, the Architect will promptly make a thorough inspection and prepare a punch list, setting forth in accurate detail any items on the Contractor's list and additional items that are not acceptable or incomplete. The Contractor shall coordinate all Subcontractors to achieve prompt completion of the punch list. C The Contractor shall not be relieved of the responsibility to provide Contract items left off of the Architect's punch list. D If the Architect determines that the Work is not Substantially Complete, the Architect shall inform the Contractor of those items that must be completed before the Architect will prepare a punch list. Upon completion of those items, the Contractor shall again request the Architect to prepare a punch list. E When the punch list has been prepared, the Architect will arrange a meeting with the Contractor and Subcontractors to identify and explain all punch list items and answer questions on work which must be done before final acceptance. F The Architect may revise the punch list, from time to time, to ensure that all items of Work are properly completed. G The Architect shall prepare the Certificate of Substantial Completion in accordance with Article 9.6 of the General Conditions. 77.6. RECORD DRAWINGS A Consult the individual sections of the Specifications for the specific requirements of those sections. In cases of inconsistency the more stringent requirement, as directed by the Architect, shall be required. B Prior to final payment and completion the Contractor shall provide all marked up As Built Drawings as required under other sections of the Specifications. 77.7. OPERATING AND MAINTENANCE INSTRUCTIONS A Consult the individual sections of the specifications for the specific requirements for those sections and for further details and descriptions of the requirements B Prior to final payment and completion the Contractor shall provide all Operating Manuals and Maintenance Instructions as required by the Contract Documents. C OPERATING INSTRUCTIONS AND MANUALS (1.) Subcontractors, installers, and suppliers shall furnish to the Contractor two sets of operating and maintenance instructions of all mechanical, electrical, and manually DHCD 1/21/2010 Project Closeout 01.77.00 3 of 4 operated equipment furnished and installed by them. Mechanical and electrical subcontractors shall furnish instructions 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 who will deliver them to the Owner. (3.) Submission of operating and maintenance instructions shall be a condition precedent to final payment. D INSTRUCTION OF OWNER'S PERSONNEL (1.) Where specified in the individual sections of the specifications, the Contractor and Subcontractor shall instruct the Owner's personnel at the site, in the use and maintenance of equipment installed under the Contract. (2.) Submission to the Architect of a certificate of compliance to this requirement, signed by the Contractor and the Owner's Representative, shall be a condition precedent to final payment. 77.8. FINAL COMPLETION A RELATED REQUIREMENTS The Contractor's attention is directed to Article 9.7 of the General Conditions and the Construction Handbook. B FULL RELEASE OF RETAINAGE (FINAL PAYMENT) (1.) Upon completion of all work, and after receipt of all appropriate marked up As Built Drawings, Operating Manuals, Warranties, Guarantees, and Spare Parts required by the Contract Documents, the Architect shall prepare the Certificate of Final Completion (Form 01.77.00.03) a copy of which can be found in the Construction Handbook or on the DHCD website. A sample of this form can be found at the end of this section. (2.) This certificate shall be processed in accordance with the procedures described in the Construction Handbook. (3.) The Contractor’s signature on this Certificate shall be notarized. (4.) The Contractor shall provide a final Application for Payment to complement the close-out process. C PARTIAL RELEASE OF RETAINAGE (1.) If within 65 days after Substantial Completion, any of the items on the Architect's punch list are not complete or if the Contractor has not provided the appropriate marked up As Built Drawings, Operating Manuals, Warranties, Guarantees, or Spare Parts the Architect shall assign a monetary value for each incomplete item as well as any other items as provided by M.G.L. c.30 §39K, and the Architect shall prepare a Certificate for Partial Release of Retainage (2.) If the Architect is required to prepare a Certificate for Partial Release of Retainage (Form 01.77.00.02) the Contractor shall complete all remaining Work in accordance with the provisions of Article 9.7 of the General Conditions. A copy of this form can be found in the Construction Handbook or on the DHCD web site. There is also a sample at the end of this section. (3.) The Contractor’s signature on this Certificate shall be notarized. (4.) The Contractor may make a request for additional releases of retainage when portions of the Work listed on the Architect's punch list have been satisfactorily DHCD 1/21/2010 Project Closeout 01.77.00 4 of 4 completed. Each request shall be accompanied by a new application for payment and a new signed and notarized Certificate for Partial Release of Retainage. (5.) The Architect’s inspections, required to complete the additional payment applications described in subparagraph C4 above, are subject to provisions of subparagraph 9.7.5 of the General Conditions. (6.) Upon completion of all remaining items, the Final Release of Retainage shall be processed in accordance with paragraph B above. END OF SECTION 01.77.00 PROJECT CLOSEOUT PROCEDURES DHCD 9/09/2009 Certificate of Substantial Completion 01.77.00.01 CERTIFICATE OF SUBSTANTIAL COMPLETION COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF HOUSING & COMMUNITY DEVELOPMENT Contractor Owner Housing Authority Phone Phone Fax Fax Development No FISH No Contract for: Pursuant to the General, Supplementary, and Special Conditions of the Contract Documents relative to Partial or Total Occupancy, you are hereby notified that the Housing Authority has satisfied itself that the portion(s) of the above mentioned project, as hereinafter enumerated, is (are) ready for use and or occupancy: Identify the Buildings and/or areas to be occupied and or used: The Housing Authority, through its undersigned representative hereby accepts from the Contractor, subject to contract stipulations , said portion(s) of the Project, effective 12:00 Noon on: INSERT DATE F the day of 20 09 The Contractor will be relieved of responsibility for performing further Work or supplying further materials, equipment, or other items, in accordance with the General, Supplementary, and Special Conditions of the Contract Documents (relative to partial or total occupancy), except for the following work: Append a complete list of all incomplete and/or unsatisfactory items of the Work, which in the opinion of this Housing Authority, are attributable to the fault, negligence, or oversight of the of the Contractor, any subcontractors, material suppliers, agents, servants, or employees. NOTE: Attach one copy of the "Punch List" Items to each copy of this document. The Use or Occupancy of the building(s) or portion(s) of this project by the Housing Authority shall not: •constitute acceptance of any Work not performed in accordance with the Contract Documents; •relieve the Contractor of the liability to perform any Work required by the Contract but not completed at the time of Use and or Occupancy; nor •relieve the Contractor of liabilities with respect to any express warranties or guarantees required by the Contract. CERTIFICATION OF HOUSING AUTHORITY BOARD VOTE Must be completed by the Owner The Housing Authority met on And voted to approve this Certificate: Certified By: , Contract Officer Approved: Architect Firm: By: Date: Accepted: Contractor Firm: By: Date: Reviewed: Construction Advisor Department of Housing & Community Development By: Date: Approved: Director, Construction Management Unit Department of Housing & Community Development By: Date: DHCD 9/09/2009 Certificate for Partial Release of Retainage 01.77.00.02 CERTIFICATE FOR PARTIAL RELEASE OF RETAINAGE COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT This form should originate with the Architect Contractor Owner: Housing Authority Phone Phone Fax Fax Development No Period Ending Contract for: FISH No; THE PARTIES AGREE THAT THE STATUS OF THE CONTRACT IS AS FOLLOWS: I. CONTRACT TIME 1. The Date of Substantial Completion is................................................................................. 2. The Date of Substantial Completion as Extended by Change Order is........................... 3. The Actual Date of Substantial Completion is:................................................................... 4. Overrun in Contract Time II.CONTRACT SUM 1. The Original Contract Sum is ...............................................................................................$ 2. The Sum of Approved Change Orders to Date is..............................................................$ 3. The Adjusted Contract Sum is .............................................................................................$ LESS: 4. Sum of authorized payments to date:.................................................................................. $ 5. Sum of Moneitized Punch List................................................................................................. $ 6. Sum of other claims by Owner ............................................................................................... $ III.THAT APPLICATION FOR PAYMENT NO. IS DUE & PAYABLE IN THE AMOUNT OF: $ Copy Attached THE UNDERSIGNED CONTRACTOR HEREBY CERTIFIES THAT: The Contractor should complete items 1-5 and certify below 1.All Work, including work required under change order(s) has been performed in accordance with the terms of the Contract. 2.All changes to the Work (except minor modifications and field adjustments) have been authorized in writing by the Owner. 3.All laborers and mechanics have been paid at least the minimum wage rates as set forth in the Contract, and 4.There have been no claims made for infringement of any patent. 5.By accepting the payment shown in line III the Contractor releases the Owner from any and all claims arising under the Contract except for those set forth in A-B below. However if the Owner does not pay the Contractor the full amount of the payment shown above, such reduction shall not affect the validity of this release. Rather, the amount not paid shall be considered as another claim asserted by the Contractor. EXCEPTIONS: CONTRACTOR’S CLAIMS AGAINST OWNER A. B. CERTIFIED: CONTRACTOR In witness Whereof the Undersigned has signed and sealed this Instrument this day of 20 Firm: By: Date: Title: State of County of On this day of 20 before me, the undersigned notary public, personally appeared , proved to me through satisfactory evidence which was to be the person whose name is signed on this document in my presence. Notary Public: aaa My Commission Expires: CERTIFICATION OF HOUSING AUTHORITY BOARD VOTE: The Housing Authority met on And voted to approve this Certificate and Payment Certified: , Contract Officer APPROVED : ARCHITECT REVIEWED: CONSTRUCTION ADVISOR APPROVED : DIRECTOR CONST. MANAGEMENT UNIT Firm: Dept of Housing & Community Development Dept of Housing & Community Development By: By: By: Date: Date: Date: DHCD 9/09/2009 Certificate of Final Completion 01.77.00.03 CERTIFICATE OF FINAL COMPLETION COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT This form should originate with the Architect Contractor Owner: Housing Authority Phone Phone Fax Fax Development No Period Ending Contract for: FISH No; THE PARTIES AGREE THAT THE STATUS OF THE CONTRACT IS AS FOLLOWS: I. CONTRACT TIME 1. The Date of Substantial Completion is................................................................................... 2. The Date of Substantial Completion as Extended by Change Order is............................. 3. The Actual Date of Substantial Completion is:...................................................................... 4. Overrun in Contract Time ...................................................................................................... II.CONTRACT SUM 1. The Original Contract Sum is ................................................................................................$ 2. The Sum of Approved Change Orders to Date is................................................................$ 3. The Adjusted Contract Sum is ................................................................................................$ LESS: 4. Sum of authorized payments to date:....................................................................................$ 5. Sum of other claims by Owner:...............................................................................................$ III.THAT APPLICATION FOR PAYMENT NO.IS DUE & PAYABLE IN THE AMOUNT OF:$ Copy Attached THE UNDERSIGNED CONTRACTOR HEREBY CERTIFIES THAT: The Contractor should complete items 1-5 and certify below 1.All Work, including work required under change order(s) has been performed in accordance with the terms of the Contract. 2.All changes to the Work (except minor modifications and field adjustments) have been authorized in writing by the Owner. 3.All laborers and mechanics have been paid at least the minimum wage rates as set forth in the Contract, and 4.There have been no claims made for infringement of any patent. 5.By accepting the payment show n in line III the Contractor releases the Owner from any and all claims arising under the Contract. CERTIFIED: CONTRACTOR In witness Whereof the Undersigned has signed and sealed this Instrument this day of 200 Firm: By: Date: Title: State of County of On this day of 20 before me, the undersigned notary public, personally appeared , proved to me through satisfactory evidence which was to be the person whose name is signed on this document in my presence. Notary Public: aaa My Commission Expires: CERTIFICATION OF HOUSING AUTHORITY BOARD VOTE: The Housing Authority met on And voted to approve this Certificate and Payment Certified: Contract Officer APPROVED : ARCHITECT REVIEWED: CONSTRUCTION ADVISOR APPROVED : DIRECTOR CONST. MANAGEMENT UNIT Firm: Dept of Housing & Community Development Dept of Housing & Community Development By: By: By: Date: Date: Date: DHCD 02/01/2010 PROJECT RECORD DRAWINGS 01.78.39 1 of 2 SECTION 01.78.39 PROJECT RECORD DRAWINGS 1. GENERAL REQUIREMENTS A. This section specifies the requirements for maintaining and preparing Projects Record Drawings during and at the completion of the Work. B. .Record Drawings shall consist of all the Contract Drawings. 2. RELATED DOCUMENTS A. This section supplements the General Conditions. B. Consult the individual sections of the specifications for cleaning of Work installed under those sections. C. Section 01.29.00 Payment Procedures. D. Section 01.77.00 Project Close Out 3. PROCEDURES DURING CONSTRUCTION A. From the sets of drawings furnished by the Owner, the Contractor shall reserve one set for record purposes. From this set, the Contractor shall detach and furnish, at no charge to the Mechanical and Electrical Subcontractors the drawings of their portion of the Work for the same purpose. B. The Contractor and the above Subcontractors shall keep their marked up As Built set on the site at all times and note on it in colored ink or pencil, neatly and accurately, at the end of each working day, the exact location of their work as actually installed. This shall include: (1) The location and dimensions of underground and concealed Work, and any architectural, mechanical, or electrical variations from the Contract Drawings. (2) All changes, including those issued by Addendum, Change Order, or instructions by the Architect shall be recorded. C. Marked up As Built drawings shall be prepared for the entire project and include all Work, including but not limited to: (1) The location of all underground utilities and appurtenances referenced to permanent surface improvements, both horizontally and vertically at ten (10) foot intervals and at all changes of direction. (2) The location of all internal utilities and appurtenances, concealed by finish materials, including but not limited to valves, coils, dampers, vents, cleanouts, strainers, pipes, junction boxes, turning vanes, variable and constant volume boxes, ducts, traps, and maintenance devices. (3) The location of these, items shall be shown by offsets to structure and drawing grid lines. D. The tolerance for the actual location of these items on the marked up As Built Drawings shall be plus or minus two (2) inches. E. Each item shall be referenced by showing a tag number, areas served, and function on the marked up As Built drawing DHCD 02/01/2010 PROJECT RECORD DRAWINGS 01.78.39 2 of 2 F. The Architect may periodically inspect the marked up As Built drawings at the site. The proper and current maintenance of the information required on these drawings shall be a condition precedent to approval of the monthly applications for payment. 4. PROCEDURES AT COMPLETION A. At Substantial Completion the Contractor shall submit the complete set of marked up As Built drawings to the Architect. The Contractor shall check all marked up As Builts prepared by subcontractors and certify in writing on the title sheet of the drawings that they are complete and correct, prior to submission to the Architect. B. The Architect shall review the marked up As Built drawings and verify by letter to the Owner that the Work is complete. The Architect shall incorporate all changes onto to original drawings. C. The Contractor may make a written request for copies of the completed Record Drawings. The Contractor shall reimburse the Owner directly for the cost of printing of any requested Record Drawings. D. Submission of accurate marked up As Built drawings and their approval by the Architect shall be a condition precedent to final payment. END OF SECTION 01 78.39 PROJECT RECORD DRAWINGS SELECTIVE STRUCTURE DEMOLITION 02 41 19 - 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 02 41 19 - SELECTIVE STRUCTURE DEMOLITION PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Demolition and removal of selected portions of building or structure. 2. Salvage of existing items to be reused or recycled. B. See 01 74 19 "Construction and Demolition Waste Management " for disposal of demolished materials. 1.2 RELATED SECTIONS A. 06 10 00 ROUGH CARPENTRY for partitions B. 06 16 00 SHEATHING for patching floor C. 08 71 00 DOOR HARDWARE for salvage and reuse of hinges D. 22 00 00 PLUMBING E. 23 00 00 HEATING AND VENTILATION for relocation of thermostats F. 26 51 00 ELECTRIC AND LIGHTING 1.3 DEFINITIONS A. Remove: Detach items from existing construction and legally dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled. SELECTIVE STRUCTURE DEMOLITION 02 41 19 - 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 B. Remove and Salvage: Detach items from existing construction and deliver them to Owner. C. Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated. D. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled. 1.4 SUBMITTALS A. Schedule of Selective Demolition Activities: Indicate detailed sequence of selective demolition and removal work, with starting and ending dates for each activity, interruption of utility services, use of elevator and stairs, and locations of temporary partitions and means of egress. 1.5 QUALITY ASSURANCE A. Requirements for Building Reuse: 1. Maintain existing building structure (including structural floor and roof decking) and envelope (exterior skin and framing) not indicated to be demolished; do not demolish such existing construction beyond indicated limits. B. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. C. Standards: Comply with ANSI A10.6 and NFPA 241. D. Predemolition Conference: Conduct conference at Tobin Manor, Apartment 219. 1.6 PROJECT CONDITIONS A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owner's operations will not be disrupted. 1. The first floor apartment below the work area is occupied by residents who would be harmed by demolition activities; therefore demolition must take place only after 10:00 a.m., weekdays only. B. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. C. Notify Architect of discrepancies between existing conditions and Drawings before proceeding with selective demolition. SELECTIVE STRUCTURE DEMOLITION 02 41 19 - 3 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. 1. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Architect and Owner. Owner will remove hazardous materials under a separate contract. E. Storage or sale of removed items or materials on-site is not permitted. F. Utility Service: Maintain existing utilities indicated to remain in service and protect them against damage during selective demolition operations. 1. Maintain fire-protection facilities in service during selective demolition operations. 1.7 WARRANTY A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials so as not to void existing warranties. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that utilities have been disconnected and capped. B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. C. Inventory and record the condition of items to be removed and reinstalled and items to be removed and salvaged. D. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to the Architect. 3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS A. Existing Services/Systems: Maintain services/systems indicated to remain and protect them against damage during selective demolition operations. SELECTIVE STRUCTURE DEMOLITION 02 41 19 - 4 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 B. Service/System Requirements: Locate, identify, disconnect, and seal or cap off indicated utility services and mechanical/electrical systems serving areas to be selectively demolished. 1. Arrange to shut off indicated utilities with utility companies. 2. If services/systems are required to be removed, relocated, or abandoned, before proceeding with selective demolition provide temporary services/systems that bypass area of selective demolition and that maintain continuity of services/systems to other parts of building. 3. Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit after bypassing. 3.3 PREPARATION A. Site Access and Temporary Controls: Conduct selective demolition and debris-removal operations to ensure minimum interference with roads, streets, walks, walkways, and other adjacent occupied and used facilities. 1. Comply with requirements for access and protection specified in Section 01-50 00 "Temporary Facilities and Controls." B. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. 3.4 SELECTIVE DEMOLITION A. General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows: 1. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain. 2. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 3. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain fire watch and portable fire- suppression devices during flame-cutting operations. 4. Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing. 5. Dispose of demolished items and materials promptly. Comply with requirements in Section 01 74 19 "Construction and DemolitionWaste Management." SELECTIVE STRUCTURE DEMOLITION 02 41 19 - 5 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 B. Reuse of Building Elements: Project has been designed to result in end-of-Project rates for reuse of building elements as follows. Do not demolish building elements beyond what is indicated on Drawings without Architect's approval. 1. Building Structure and Shell: 100 percent. 2. Nonshell Elements: 50 percent. C. Removed and Salvaged Items: 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Store items in a secure area until delivery to Owner. 4. Transport items to Owner's storage area designated by Owner. 5. Protect items from damage during transport and storage. D. Removed and Reinstalled Items: 1. Clean and repair items to functional condition adequate for intended reuse. Paint equipment to match new equipment. 2. Pack or crate items after cleaning and repairing. Identify contents of containers. 3. Protect items from damage during transport and storage. 4. Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated. E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Architect, items may be removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete. 3.5 DISPOSAL OF DEMOLISHED MATERIALS A. General: Except for items or materials indicated to be recycled, reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, remove demolished materials from Project site and legally dispose of them in an EPA-approved landfill. 1. Comply with requirements in Section 01 74 19 "Construction and DemolitionWaste Management." B. Burning: Do not burn demolished materials. C. Disposal: Transport demolished materials off Owner's property and legally dispose of them. SELECTIVE STRUCTURE DEMOLITION 02 41 19 - 6 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 3.6 CLEANING A. Clean adjacent structures and improvements of dust, dirt, and debris caused by selective demolition operations. Return adjacent areas to condition existing before selective demolition operations began. END OF SECTION 02 41 19 ROUGH CARPENTRY 06 10 00 - 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 06 10 00 - ROUGH CARPENTRY PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Framing with dimension lumber. 2. Wood blocking and nailers. 1.2 RELATED SECTIONS A. 09 29 00 GYPSUM WALLBOARD 1.3 SUBMITTALS PART 2 - PRODUCTS 2.1 WOOD PRODUCTS, GENERAL A. Lumber: DOC PS 20 and applicable rules of grading agencies indicated. If no grading agency is indicated, provide lumber that complies with the applicable rules of any rules-writing agency certified by the ALSC Board of Review. Provide lumber graded by an agency certified by the ALSC Board of Review to inspect and grade lumber under the rules indicated. 1. Factory mark each piece of lumber with grade stamp of grading agency. 2.2 DIMENSION LUMBER FRAMING A. Maximum Moisture Content: 19 percent. B. Non-Load-Bearing Interior Partitions: Construction, Stud, or No. 3 grade of any species. 2.3 MISCELLANEOUS LUMBER A. General: Provide miscellaneous lumber indicated and lumber for support or attachment of other construction, including the following: 1. Blocking. 2. Nailers. 3. Grounds. ROUGH CARPENTRY 06 10 00 - 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 B. For items of dimension lumber size, provide Standard, Stud, or No. 3 grade lumber with 19 percent maximum moisture content of any species. C. For concealed boards, provide lumber with 19 percent maximum moisture content and any of the following species and grades: 1. Mixed southern pine, No. 2 grade; SPIB. 2. Eastern softwoods, No 2 Common grade; NELMA. 3. Northern species, No. 2 Common grade; NLGA. 4. Western woods, Construction or No. 2 ; WCLIB or WWPA. 2.4 PLYWOOD BACKING PANELS A. Telephone and Electrical Equipment Backing Panels: DOC PS 1, Exposure 1, C-D Plugged, in thickness indicated or, if not indicated, not less than 1/2-inch (13-mm) nominal thickness. 2.5 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements specified. 1. Where rough carpentry is exposed to weather, in ground contact, pressure-preservative treated, or in area of high relative humidity, provide fasteners with hot-dip zinc coating complying with ASTM A 153/A 153M. B. Power-Driven Fasteners: NES NER-272. C. Bolts: Steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 (ASTM A 563M) hex nuts and, where indicated, flat washers. PART 3 - EXECUTION 3.1 INSTALLATION A. Set rough carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. Fit rough carpentry to other construction; scribe and cope as needed for accurate fit. Locate furring, nailers, blocking, grounds, and similar supports to comply with requirements for attaching other construction. B. Framing Standard: Comply with AF&PA's "Details for Conventional Wood Frame Construction," unless otherwise indicated. C. Do not splice structural members between supports, unless otherwise indicated. ROUGH CARPENTRY 06 10 00 - 3 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 D. Securely attach rough carpentry work to substrate by anchoring and fastening as indicated, complying with the following: 1. NES NER-272 for power-driven fasteners. 2. Table 2304.9.1, "Fastening Schedule," in ICC's International Building Code. END OF SECTION 06 10 00 SHEATHING 06 16 00 - 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 06 16 00 - SHEATHING PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Subflooring. 2. Underlayment. 1.2 RELATED SECTIONS A. 0O1 73 29 CUTTING AND PATCHING B. 09 30 00 TILING C. 22 00 00 PLUMBING 1.3 DELIVERY, STORAGE, AND HANDLING A. Stack plywood and other panels flat with spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings. PART 2 - PRODUCTS 2.1 WOOD PANEL PRODUCTS, GENERAL A. Plywood: Either DOC PS 1 or DOC PS 2, unless otherwise indicated. 2.2 SUBFLOORING AND UNDERLAYMENT A. Plywood Combination Subfloor-Underlayment: DOC PS 1, Exposure 1, Structural I, Underlayment single-floor panels. B. Plywood Subflooring: Exposure 1, Structural I single-floor panels or sheathing. C. Plywood Underlayment for Resilient Flooring: DOC PS 1, Exposure 1 Underlayment with fully sanded face. D. Plywood Underlayment for Ceramic Tile: DOC PS 1, Exterior, C-C Plugged, not less than 5/8- inch (15.9-mm) nominal thickness, for ceramic tile set in organic adhesive. SHEATHING 06 16 00 - 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 E. Plywood Underlayment for Carpet: DOC PS 1, Exposure 1, Underlayment. 2.3 FASTENERS A. General: Provide fasteners of size and type indicated. 1. For wall and roof sheathing panels, provide fasteners with corrosion-protective coating having a salt-spray resistance of more than 800 hours according to ASTM B 117. 2.4 MISCELLANEOUS MATERIALS A. Adhesives for Field Gluing Panels to Framing: Formulation complying with ASTM D 3498 that is approved for use indicated by manufacturers of both adhesives and panels. 1. Use adhesives that have a VOC content of 50 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Securely attach to substrate by fastening as indicated, complying with the following: 1. NES NER-272 for power-driven fasteners. 2. Table 2304.9.1, "Fastening Schedule," in ICC's "International Building Code." 3. Table 23-II-B-1, "Nailing Schedule," and Table 23-II-B-2, "Wood Structural Panel Roof Sheathing Nailing Schedule," in ICBO's "Uniform Building Code." 4. Table 2305.2, "Fastening Schedule," in BOCA's "BOCA National Building Code." 5. Table 2306.1, "Fastening Schedule," in SBCCI's "Standard Building Code." 6. Table R602.3(1), "Fastener Schedule for Structural Members," and Table R602.3(2), "Alternate Attachments," in ICC's "International Residential Code for One- and Two- Family Dwellings." 7. Table 602.3(1), "Fastener Schedule for Structural Members," and Table 602.3(2), "Alternate Attachments," in ICC's "International One- and Two-Family Dwelling Code." B. Do not bridge building expansion joints; cut and space edges of panels to match spacing of structural support elements. 3.2 WOOD STRUCTURAL PANEL INSTALLATION A. General: Comply with applicable recommendations in APA Form No. E30K, "APA Design/Construction Guide: Residential & Commercial." 1. Comply with "Code Plus" installation provisions in guide referenced in paragraph above. SHEATHING 06 16 00 - 3 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 B. Fastening Methods: Fasten panels as indicated below: 1. Combination Subfloor-Underlayment: a. Glue and nail to wood framing. b. Screw to cold-formed metal framing. 2. Subflooring: a. Glue and nail to wood framing. b. Screw to cold-formed metal framing. 3. Underlayment: a. Nail or staple to subflooring. END OF SECTION 06 16 00 INSULATION 0 7 21 00 - 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 07 21 00 INSULATION PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Sound attenuation insulation. 2. Vapor retarders. 1.2 RELATED SECTIONS A. 06 10 00 ROUGH CARPENTRY B. 09 29 00 GYPSUM BOARD 1.3 SUBMITTALS A. Product Data: For each type of product indicated. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified. 2.2 ACOUSTIC BLANKET INSULATION A. Material: 1. Recycled cotton, or 2. Glass-Fiber. B. Manufacturers, products; 1. Cotton Armor cotton insulation 2. Bonded Logic, ‘UltraTouch.’. 3. CertainTeed, ‘Noise Reducer.’ 4. Owens Corning, ‘Sound Attenuation Batts.’ INSULATION 0 7 21 00 - 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 C. Unfaced Blanket Insulation: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers; with maximum flame-spread and smoke-developed indexes of 25 and 50, respectively; passing ASTM E 136 for combustion characteristics. 2.3 VAPOR RETARDERS A. Polyethylene Vapor Retarders: ASTM D 4397, 6 mils (0.15 mm) thick, with maximum permeance rating of 0.13 perm (7.5 ng/Pa x s x sq. m). B. Vapor-Retarder Tape: Pressure-sensitive tape of type recommended by vapor-retarder manufacturer for sealing joints and penetrations in vapor retarder. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Comply with insulation manufacturer's written instructions applicable to products and application indicated. B. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed at any time to ice, rain, and snow. C. Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit tightly around obstructions and fill voids with insulation. Remove projections that interfere with placement. 3.2 INSTALLATION OF VAPOR RETARDERS A. General: Where vapor retarders are required by the Drawings, extend vapor retarder to extremities of areas to be protected from vapor transmission. Secure in place with adhesives or other anchorage system as indicated. Extend vapor retarder to cover miscellaneous voids in insulated substrates, including those filled with loose-fiber insulation. B. Seal vertical joints in vapor retarders over framing by lapping not less than two wall studs. Fasten vapor retarders to wood framing at top, end, and bottom edges; at perimeter of wall openings; and at lap joints. Space fasteners 16 inches (400 mm) o.c. C. Seal joints caused by pipes, conduits, electrical boxes, and similar items penetrating vapor retarders with vapor-retarder tape to create an airtight seal between penetrating objects and vapor retarder. D. Repair tears or punctures in vapor retarders immediately before concealment by other work. Cover with vapor-retarder tape or another layer of vapor retarder. INSULATION 0 7 21 00 - 3 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 3.3 INSTALLATION OF ACOUSTIC INSULATION A. Apply insulation units to substrates by method indicated, complying with manufacturer's written instructions. If no specific method is indicated, bond units to substrate with adhesive or use mechanical anchorage to provide permanent placement and support of units. END OF SECTION 07 21 00 ROOF ACCESSORIES 0 7 72 00 - 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 07 72 00 - ROOF ACCESSORIES PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Roof cap for range hood. 2. Equipment supports. 1.2 RELATED SECTIONS A. 11 31 11 RESIDENTIAL APPLIANCES B. 23 00 00 HEATING AND VENTILATING 1.3 SUBMITTALS A. Product Data: For each type of roof accessory indicated. B. Sheet Metal Standard: Comply with SMACNA's "Architectural Sheet Metal Manual" details for fabrication of units, including flanges and cap flashing to coordinate with type of roofing indicated. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to: 1. Broan Model 644, with built-in back-draft damper and bird screen, or 2. Air King, Model PRC8R, with built-in back-draft damper and bird screen. 2.2 METAL MATERIALS A. Aluminum Sheet: ASTM B 209 (ASTM B 209M), alloy and temper recommended by manufacturer for type of use and mill finish, or B. Galvanized Steel Sheet: ASTM A 653/A 653M, G90 (Z275). ROOF ACCESSORIES 0 7 72 00 - 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 PART 3 - EXECUTION 3.1 INSTALLATION A. General: Install roof accessories according to manufacturer's written instructions. Anchor roof accessories securely in place and capable of resisting forces specified. Use fasteners, separators, sealants, and other miscellaneous items as required for completing roof accessory installation. Install roof accessories to resist exposure to weather without failing, rattling, leaking, or disengaging fasteners. B. Install roof accessories to fit substrates and to result in watertight performance. C. Metal Protection: Where dissimilar metals will contact each other or corrosive substrates, protect against galvanic action by painting contact surfaces with bituminous coating or by other permanent separation as recommended by manufacturer. 1. Underlayment: Where installing exposed-to-view components of roof accessories directly on cementitious or wood substrates, install a course of felt underlayment and cover with a slip sheet, or install a course of polyethylene underlayment. 2. Bed flanges in thick coat of asphalt roofing cement where required by roof accessory manufacturers for waterproof performance. D. Install roof accessories level, plumb, true to line and elevation, and without warping, jogs in alignment, excessive oil canning, buckling, or tool marks. E. Seal joints with elastomeric or butyl sealant as required by manufacturer of roof accessories. END OF SECTION 07 72 00 JOINT SEALANTS 07 92 00 - 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD #214089 2/26/2015 SECTION 07 92 00 - JOINT SEALANTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Latex joint sealants. 2. Acoustical joint sealants. 1.2 RELATED SECTIONS A. 06 10 00 ROUGH CARPENTRY B. 09 30 00 TILING C. 12 35 30 RESIDENTIAL CASEWORK D. 22 00 00 PLUMBING 1.3 SUBMITTALS A. Product Data: For each joint-sealant product indicated. PART 2 - PRODUCTS 2.1 MATERIALS, GENERAL A. VOC Content of Interior Sealants: Provide sealants and sealant primers for use inside the weatherproofing system that comply with the following limits for VOC content when calculated according to 40 CFR 59, Part 59, Subpart D (EPA Method 24): 1. Architectural Sealants: 250 g/L. 2. Sealant Primers for Nonporous Substrates: 250 g/L. 3. Sealant Primers for Porous Substrates: 775 g/L. 2.2 LATEX JOINT SEALANTS A. Latex Joint Sealant: Acrylic latex or siliconized acrylic latex, ASTM C 834, Type OP, Grade NF. JOINT SEALANTS 07 92 00 - 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD #214089 2/26/2015 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. DAP Inc.; 100 percent Silicone Kitchen and Bath Sealant. b. Dow Corning Corporation; Dow Corning 786. c. GE Silicones, a division of GE Specialty Materials; Sanitary 1700. d. Laticrete International, Inc.; Latasil Tile & Stone Sealant. e. Pecora Corporation; Pecora 898 Sanitary Silicone Sealant. f. Tremco Incorporated; Tremsil 600 White. 2.3 ACOUSTICAL JOINT SEALANTS A. Acoustical Joint Sealant: Manufacturer's standard nonsag, synthetic rubber or butyl sealant. Product effectively reduces airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies according to ASTM E 90. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Tremco, Incorporated b. Pecora Corporation. c. USG Corporation. 2.4 JOINT SEALANT BACKING A. Cylindrical Sealant Backings: ASTM C 1330, Type C (closed-cell material with a surface skin)], Type O (open-cell material)], Type B (bicellular material with a surface skin), or any of the preceding types, as approved in writing by joint-sealant manufacturer for joint application indicated, and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance. 2.5 MISCELLANEOUS MATERIALS A. Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of sealants and sealant backing materials. C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. JOINT SEALANTS 07 92 00 - 3 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD #214089 2/26/2015 PART 3 - EXECUTION 3.1 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint-sealant manufacturer's written instructions. 1. Remove laitance and form-release agents from concrete. 2. Clean nonporous joint substrate surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. B. Joint Priming: Prime joint substrates where recommended by joint-sealant manufacturer or as indicated by preconstruction joint-sealant-substrate tests or prior experience. Apply primer to comply with joint-sealant manufacturer's written instructions. Confine primers to areas of joint- sealant bond; do not allow spillage or migration onto adjoining surfaces. C. Masking Tape: Use masking tape where required to prevent contact of sealant or primer with adjoining surfaces that otherwise would be permanently stained or damaged by such contact or by cleaning methods required to remove sealant smears. Remove tape immediately after tooling without disturbing joint seal. 3.2 INSTALLATION A. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. B. Install sealant backings of kind indicated to support sealants during application and at position required to produce cross-sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. 3. Remove absorbent sealant backings that have become wet before sealant application and replace them with dry materials. C. Install sealants using proven techniques that comply with the following and at the same time backings are installed: 1. Place sealants so they directly contact and fully wet joint substrates. 2. Completely fill recesses in each joint configuration. 3. Produce uniform, cross-sectional shapes and depths relative to joint widths that allow optimum sealant movement capability. JOINT SEALANTS 07 92 00 - 4 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD #214089 2/26/2015 D. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified in subparagraphs below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. 1. Remove excess sealant from surfaces adjacent to joints. 2. Use tooling agents that are approved in writing by sealant manufacturer and that do not discolor sealants or adjacent surfaces. 3. Provide concave joint profile per Figure 8A in ASTM C 1193, unless otherwise indicated. E. Acoustical Sealant Installation: Comply with ASTM C 919 and with manufacturer's written recommendations. F. Clean off excess sealant or sealant smears adjacent to joints as the Work progresses by methods and with cleaning materials approved in writing by manufacturers of joint sealants and of products in which joints occur. 3.3 JOINT-SEALANT SCHEDULE A. Joint-Sealant Application: Interior joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Locations: a. Tile control and expansion joints. b. Other joints as indicated. 2. Joint Sealant: Siliconized latex. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. B. Joint-Sealant Application: Mildew-resistant interior joints in vertical surfaces and horizontal nontraffic surfaces. 1. Joint Sealant Location: a. Joints between plumbing fixtures and adjoining walls, floors, and counters. b. Tile control and expansion joints in bathrooms. 2. Joint Sealant: Silicone. 3. Joint-Sealant Color: As selected by Architect from manufacturer's full range of colors. C. Joint-Sealant Application: Interior acoustical joints in vertical surfaces and horizontal nontraffic surfaces. JOINT SEALANTS 07 92 00 - 5 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD #214089 2/26/2015 1. Joint Location: a. Acoustical joints where indicated. b. Other joints as indicated. 2. Joint Sealant: Acoustical. END OF SECTION 07 92 00 HOLLOW METAL FRAMES 08 11 13 - 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 08 11 13 - HOLLOW METAL FRAMES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Standard hollow metal frames. 1.2 RELATED SECTIONS A. 08 14 16 FLUSH WOOD DOORS B. 08 71 00 DOOR HARDWARE 1.3 SUBMITTALS A. Product Data: For each type of product indicated. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Amweld Building Products, LLC. 2. Benchmark; a division of Therma-Tru Corporation. 3. Ceco Door Products; an Assa Abloy Group company. 4. Curries Company; an Assa Abloy Group company. 2.2 MATERIALS A. Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, CS, Type B; suitable for exposed applications. B. Frame Anchors: ASTM A 591/A 591M, Commercial Steel (CS), 40Z (12G) coating designation; mill phosphatized. C. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M. HOLLOW METAL FRAMES 08 11 13 - 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 2.3 STANDARD HOLLOW METAL FRAMES A. General: Comply with ANSI/SDI A250.8. B. Interior Frames: Fabricated from cold-rolled steel sheet. 1. Fabricate frames with mitered or coped corners. 2. Fabricate frames as full profile welded unless otherwise indicated. 3. Fabricate knocked-down, drywall slip-on frames for in-place gypsum board partitions. 4. Frames for Wood Doors: 0.053-inch- (1.3-mm-)]thick steel sheet. C. Hardware Reinforcement: ANSI/SDI A250.6. 2.4 FRAME ANCHORS A. Jamb Anchors: 1. Stud-Wall Type: Designed to engage stud, welded to back of frames; not less than 0.042 inch (1.0 mm) thick. 2. Compression Type for Drywall Slip-on Frames: Adjustable compression anchors. 2.5 FABRICATION A. Tolerances: Fabricate hollow metal work to tolerances indicated in SDI 117. B. Hollow Metal Frames: Where frames are fabricated in sections, provide alignment plates or angles at each joint, fabricated of same thickness metal as frames. 1. Welded Frames: Weld flush face joints continuously; grind, fill, dress, and make smooth, flush, and invisible. 2. Provide countersunk, flat- or oval-head exposed screws and bolts for exposed fasteners unless otherwise indicated. 3. Jamb Anchors: Provide number and spacing of anchors as follows: a. Stud-Wall Type: Locate anchors not more than 18 inches (457 mm) from top and bottom of frame. Space anchors not more than 32 inches (813 mm) o.c. and as follows: 1) Four anchors per jamb from 60 to 90 inches (1524 to 2286 mm) high. b. Postinstalled Expansion Type: Locate anchors not more than 6 inches (152 mm) from top and bottom of frame. Space anchors not more than 26 inches (660 mm) o.c. 4. Door Silencers: Except on weather-stripped doors, drill stops to receive door silencers. a. Single-Door Frames: Three door silencers. HOLLOW METAL FRAMES 08 11 13 - 3 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 C. Hardware Preparation: Factory prepare hollow metal work to receive templated mortised hardware according to the Door Hardware Schedule and templates furnished as specified in Section 08 71 00 "Door Hardware." 1. Locate hardware as indicated, or if not indicated, according to ANSI/SDI A250.8. 2. Reinforce doors and frames to receive nontemplated, mortised and surface-mounted door hardware. 3. Comply with applicable requirements in ANSI/SDI A250.6 and ANSI/DHI A115 Series specifications for preparation of hollow metal work for hardware. 2.6 STEEL FINISHES A. Factory-Applied Paint Finish: ANSI/SDI A250.3. 1. Color and Gloss: As selected by Architect from manufacturer's full range. PART 3 - EXECUTION 3.1 INSTALLATION A. Hollow Metal Frames: Comply with ANSI/SDI A250.11. 1. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete, remove temporary braces, leaving surfaces smooth and undamaged. a. Where frames are fabricated in sections because of shipping or handling limitations, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth, flush, and invisible on exposed faces. b. Install door silencers in frames before grouting. c. Remove temporary braces necessary for installation only after frames have been properly set and secured. d. Check plumbness, squareness, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances. 2. Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, and secure with postinstalled expansion anchors. 3. In-Place Gypsum Board Partitions: Secure frames in place with postinstalled expansion anchors through floor anchors at each jamb. Countersink anchors, and fill and make smooth, flush, and invisible on exposed faces. HOLLOW METAL FRAMES 08 11 13 - 4 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 4. Installation Tolerances: Adjust hollow metal door frames for squareness, alignment, twist, and plumb to the following tolerances: a. Squareness: Plus or minus 1/16 inch (1.6 mm), measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head. b. Alignment: Plus or minus 1/16 inch (1.6 mm), measured at jambs on a horizontal line parallel to plane of wall. c. Twist: Plus or minus 1/16 inch (1.6 mm), measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall. d. Plumbness: Plus or minus 1/16 inch (1.6 mm), measured at jambs at floor. END OF SECTION 08 11 13 FLUSH WOOD DOORS 08 14 16 - 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 081416 - FLUSH WOOD DOORS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Solid-core doors with wood-veneer, or hardboard or MDF faces. 2. Hollow-core doors with wood-veneer, or hardboard or MDF faces. 3. Factory finishing flush wood doors. B. Related Sections: 1. Section 02 41 19 “Selective Structure Demolition” for salvaged items. 2. Section 08 11 13 "Hollow Metal Frames" for frames. 3. Section 08 71 00 “Door Hardware”. 1.2 SUBMITTALS A. Product Data: For each type of door indicated. Include factory-finishing specifications. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. Eagle Plywood & Door Manufacturing, Inc. 2. Eggers Industries. 3. Graham; an Assa Abloy Group company. 4. Marlite. 5. Mohawk Flush Doors, Inc.; a Masonite company. 6. Oshkosh Architectural Door Company. 7. VT Industries Inc. FLUSH WOOD DOORS 08 14 16 - 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 2.2 DOOR CONSTRUCTION, GENERAL A. WDMA I.S.1-A Performance Grade: 1. Heavy Duty: apartment entrances. 2. Standard Duty: unless otherwise indicated. 2.3 DOORS FOR OPAQUE FINISH A. Interior Solid-Core Doors (Door Type A): 1. Grade: Custom. 2. Faces: Hardboard or MDF. 3. Core: Either glued wood stave or structural composite lumber. 4. Construction: Three plies. Stiles and rails are bonded to core, then entire unit abrasive planed before veneering. B. Interior Hollow-Core Doors (Door Type B): 1. Grade: Custom. 2. Faces: Hardboard or MDF. 3. Construction: Three plies. 2.4 FABRICATION A. Factory fit doors to suit frame-opening sizes indicated. Comply with clearance requirements of referenced quality standard for fitting unless otherwise indicated. B. Factory machine doors for hardware that is not surface applied. 2.5 SHOP PRIMING A. Doors for Opaque Finish: Shop prime doors with one coat of wood primer specified in Section 09 91 23 ”Interior Painting". Seal all four edges, edges of cutouts, and mortises with primer. FLUSH WOOD DOORS 08 14 16 - 3 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 PART 3 - EXECUTION 3.1 INSTALLATION A. Hardware: For installation, see Division 08 Section 08 71 00 "Door Hardware." B. Installation Instructions: Install doors to comply with manufacturer's written instructions and the referenced quality standard, and as indicated. C. Job-Fitted Doors: Align and fit doors in frames with uniform clearances and bevels; do not trim stiles and rails in excess of limits set by manufacturer or permitted for fire-rated doors. Machine doors for hardware. Seal edges of doors, edges of cutouts, and mortises after fitting and machining. 1. Clearances: Provide 1/8 inch (3.2 mm) at heads, jambs, and between pairs of doors. Provide 1/8 inch (3.2 mm) from bottom of door to top of decorative floor finish or covering unless otherwise indicated. Where threshold is shown or scheduled, provide 1/4 inch (6.4 mm) from bottom of door to top of threshold unless otherwise indicated. END OF SECTION 08 14 16 DOOR HARDWARE 08 71 00 - 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 08 71 00 - DOOR HARDWARE PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Commercial door hardware. 1.2 RELATED SECTIONS A. Section 02 41 19 “Selective Structure Demolition” for salvage and reuse of hinges. B. Section 08 11 13 “ Hollow Metal Frames C. Section 08 14 16 “Flush Wood Doors” 1.3 SUBMITTALS A. Product Data: For each type of product indicated. 1. Keying Schedule: Prepared by or under the supervision of Installer, detailing Owner's final keying instructions for locks. B. Proprietary Specificatons: For selected products. 1. Note that some of the following specifications are proprietary, and no substitutions will be accepted. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An employer of workers trained and approved by lock manufacturer. 1. Installer's responsibilities include supplying and installing door hardware and providing a qualified Architectural Hardware Consultant available during the course of the Work to consult with Contractor, Architect, and Owner about door hardware and keying. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver keys to Owner by registered mail or overnight package service. 1. Jonathan Hite, Executive Director Northampton Housing Authority DOOR HARDWARE 08 71 00 - 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 49 Old South Street Northampton, MA 01060 1.6 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of door hardware that fail in materials or workmanship within specified warranty period. 1. Warranty Period: Three years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 SCHEDULED DOOR HARDWARE A. General: Provide door hardware for each door to comply with requirements in this Section. 1. Door Hardware Sets: Provide quantity, item, size, finish or color indicated.. B. Designations: Requirements for design, grade, function, finish, size, and other distinctive qualities of each type of door hardware are indicated in Part 3 "Door Hardware Sets" Article. Products are identified by using door hardware designations, as follows: 1. Named Manufacturers' Products: Manufacturer and product designation are listed for each door hardware type required for the purpose of establishing minimum requirements. Manufacturers' names are abbreviated in Part 3 "Door Hardware Sets" Article. BHMA standards in Part 2 articles are used as basis for comparing products even if manufacturers' products are named in door hardware sets. 2.2 HINGES, GENERAL A. Template Requirements: Except for hinges and pivots to be installed entirely (both leaves) into wood doors and frames, provide only template-produced units. B. Hinge Base Metal: Unless otherwise indicated, provide the following: 1. Interior Hinges: Brass, with stainless-steel pin body and brass protruding heads. C. Fasteners: Comply with the following: 1. Machine Screws: For metal doors and frames. Install into drilled and tapped holes. 2. Wood Screws: For wood doors and frames. 3. Screws: Phillips flat-head; machine screws (drilled and tapped holes) for metal doors, wood screws for wood doors. Finish screw heads to match surface of hinges. DOOR HARDWARE 08 71 00 - 3 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 2.3 HINGES A. Butts and Hinges: BHMA A156.1. B. Template Hinge Dimensions: BHMA A156.7. C. Manufacturers: 1. Hager Companies (HAG). 2. McKinney Products Company; an ASSA ABLOY Group company (MCK). 3. Stanley Commercial Hardware; Div. of The Stanley Works (STH). 2.4 LOCKS AND LATCHES, GENERAL A. Accessibility Requirements: Provide operating devices that do not require tight grasping, pinching, or twisting of the wrist and that operate with a force of not more than 5 lbf (22 N). B. Latches and Locks for Means of Egress Doors: Comply with NFPA 101. Latches shall not require more than 15 lbf (67 N) to release the latch. Locks shall not require use of a key, tool, or special knowledge for operation. C. Lock Trim: 1. Levers: Arrow USA; an ASSA ABLOY group company (ARW), RL Series. 2. Dummy Trim: Match lever lock trim and escutcheons. D. Backset: 2-3/4 inches (70 mm), unless otherwise indicated. E. Strikes: Manufacturer's standard strike with strike box for each latchbolt or lock bolt, with curved lip extended to protect frame, finished to match door hardware set. 2.5 MECHANICAL LOCKS AND LATCHES A. Lock Functions: Function numbers and descriptions indicated in door hardware sets comply with the following: 1. Mortise Locks: BHMA A156.13. B. Mortise Locks: Stamped steel case with steel or brass parts 1. Manufacturers: It has been determined that it is in the public interest that specifications are based on product of indicated manufacturer: no substitution will be allowed for this product. Mortise deadbolt must be from the following manufacturer to conform to the Owner’s lock system. a. Arrow USA; an ASSA ABLOY Group company (ARW). DOOR HARDWARE 08 71 00 - 4 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 2.6 DOOR BOLTS 2.7 LOCK CYLINDERS A. Standard Lock Cylinders: BHMA A156.5, Grade 2. B. Cylinders: Manufacturer's standard tumbler type, constructed from brass or bronze, stainless steel, or nickel silver, and complying with the following: 1. Number of Pins: Five. C. Permanent Cores: Manufacturer's standard; finish face to match lockset; with interchangeable cores. D. Construction Keying: Comply with the following: 1. Construction Cores: Provide construction cores that are replaceable by permanent cores. Provide 10 construction master keys. a. Furnish permanent cores to Owner for installation. E. Manufacturer: Same manufacturer as for locks and latches. F. Manufacturer: 1. Arrow USA; an ASSA ABLOY Group company (ARW). 2.8 KEYING A. Keying System: Factory registered, complying with guidelines in BHMA A156.28, Appendix A. Incorporate into existing Owner’s master key system. B. Keys: Nickel silver. 1. Quantity: In addition to one extra key blank for each lock, provide three cylinder change. 2.9 OPERATING TRIM A. Standard: BHMA A156.6. B. Materials: Fabricate from stainless steel, unless otherwise indicated. 2.10 STOPS AND HOLDERS A. Stops and Bumpers: BHMA A156.16, Grade 2. DOOR HARDWARE 08 71 00 - 5 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 1. Provide floor stops for doors unless wall or other type stops are scheduled or indicated. Do not mount floor stops where they will impede traffic. Where floor or wall stops are not appropriate, provide overhead holders. B. Silencers for Door Frames: BHMA A156.16, Grade 1; neoprene or rubber; fabricated for drilled-in application to frame. C. Manufacturers: 1. IVES Hardware; an Ingersoll-Rand Company (IVS). 2. Rixson Specialty Door Controls; an ASSA ABLOY Group company (RIX). 3. SARGENT Manufacturing Company; an ASSA ABLOY Group company (SGT). 4. Stanley Commercial Hardware; Div. of The Stanley Works (STH). 5. Trimco (TBM). 2.11 DOOR GASKETING A. Standard: BHMA A156.22. B. General: Provide continuous weather-strip gasketing on apartment entry doors and provide smoke, light, or sound gasketing on interior doors where indicated or scheduled. Provide noncorrosive fasteners for exterior applications and elsewhere as indicated. 1. Perimeter Gasketing: Apply to head and jamb, forming seal between door and frame. 2. Door Bottoms: Apply to bottom of door, forming seal with threshold when door is closed. C. Replaceable Seal Strips: Provide only those units where resilient or flexible seal strips are easily replaceable and readily available from stocks maintained by manufacturer. D. Gasketing Materials: ASTM D 2000 and AAMA 701/702. E. Manufacturers: 1. Hager Companies (HAG). 2. National Guard Products (NGP). 3. Pemko Manufacturing Co. (PEM). 4. Sealeze; a unit of Jason Incorporated (SEL). 5. Zero International (ZRO). 2.12 THRESHOLDS A. Standard: BHMA A156.21. B. Accessibility Requirements: Bevel raised thresholds with a slope of not more than 1:2. DOOR HARDWARE 08 71 00 - 6 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 C. Thresholds for Means of Egress Doors: Comply with NFPA 101. Maximum 1/2 inch (13 mm) high. D. Manufacturers: 1. Hager Companies (HAG). 2. National Guard Products (NGP). 3. Pemko Manufacturing Co. (PEM). 4. Rixson Specialty Door Controls; an ASSA ABLOY Group company (RIX). 5. Sealeze; a unit of Jason Incorporated (SEL). 6. Zero International (ZRO). 2.13 FOLDING DOOR HARDWARE A. General: BHMA A156.14; consisting of complete sets including overhead rails, hangers, supports, bumpers, floor guides, and accessories indicated. B. Bifolding Door Hardware: Rated for door panels weighing up to 50 lb (23 kg). C. Manufacturers: 1. Cox, Arthur & Sons, Inc. (ACS). 2. Lawrence Brothers, Inc. (LB). 3. Stanley Commercial Hardware; Div. of The Stanley Works (STH). 2.14 FABRICATION A. Base Metals: Produce door hardware units of base metal, fabricated by forming method indicated, using manufacturer's standard metal alloy, composition, temper, and hardness. Furnish metals of a quality equal to or greater than that of specified door hardware units and BHMA A156.18. Do not furnish manufacturer's standard materials or forming methods if different from specified standard. B. Fasteners: Provide screws according to commercially recognized industry standards for application intended, except aluminum fasteners are not permitted. Provide Phillips flat-head screws with finished heads to match surface of door hardware, unless otherwise indicated. 1. Comply with NFPA 80 for fasteners of door hardware in fire-rated applications. C. Finishes: BHMA A156.18, as indicated in door hardware sets. DOOR HARDWARE 08 71 00 - 7 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 PART 3 - EXECUTION 3.1 INSTALLATION A. Steel Frames: Comply with DHI A115 Series. Drill and tap frames for surface-applied door hardware according to ANSI A250.6. B. Wood Doors: Comply with DHI A115-W Series. C. Mounting Heights: Mount door hardware units at heights indicated unless otherwise indicated or required to comply with governing regulations. 1. Wood Doors: DHI WDHS.3, "Recommended Locations for Architectural Hardware for Wood Flush Doors." D. Install each door hardware item to comply with manufacturer's written instructions. Where cutting and fitting are required to install door hardware onto or into surfaces that are later to be painted or finished in another way, coordinate removal, storage, and reinstallation of surface protective trim units with finishing work specified in Division 09 Sections. Do not install surface-mounted items until finishes have been completed on substrates involved. E. Key Control System: Tag keys and place them on markers and hooks in key control system cabinet, as determined by final keying schedule. F. Thresholds: Set thresholds for exterior and acoustical doors in full bed of sealant complying with requirements specified in Division 07 Section "Joint Sealants." G. Adjustment: Adjust and check each operating item of door hardware and each door to ensure proper operation or function of every unit. Replace units that cannot be adjusted to operate as intended. Adjust door control devices to compensate for final operation of heating and ventilating equipment and to comply with referenced accessibility requirements. 3.2 FIELD QUALITY CONTROL A. Independent Architectural Hardware Consultant: Owner will engage a qualified independent Architectural Hardware Consultant to perform inspections and to prepare inspection reports. DOOR HARDWARE 08 71 00 - 8 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 3.3 DOOR HARDWARE SETS Door Hardware Set No. 1 Door No. A, Apartment #220 Entry; each to have the following: No. Item Description Manufacturer Finish [3] Hanging Devices Existing Hinges Existing Existing [1] Operating Trim Lever handle lockset Arrow LR series US26D [1] Stops and Holders Floor stop Ives FS13 US26D [1] Deadbolt Existing Arrow Existing [1] Gaskets Perimeter weatherstrip Pemko 303 DPK [1] Sweep Door Bottom Pemko 321 DN Door Hardware Set No. 2 Door No. A, Apartment #219 Entry; each to have the following: No. Item Description Manufacturer Finish [3] Hanging Devices 4 ½” Hinges Stanley FBB179NRP Satin Chrome [1] Operating Trim Lever handle lockset Arrow LR series US26D [1] Stops and Holders Floor stop Ives FS13 US26D [1] Deadbolt Existing Arrow D series US26D [1] Gaskets Perimeter weatherstrip Pemko 303 DPK [1] Sweep Door Bottom Pemko 321 DN Door Hardware Set No. 3 Door No. B, Bedroom 1, Bedroom 2, Bedroom 3, Bath 1; each to have the following: No. Item Description Manufacturer Finish [2] Hanging Devices 3 ½” Hinges Stanley F179 Satin Chrome [1] Operating Trim Lever handle lockset Arrow LR series US26D [1] Stops and Holders Floor stop Ives FS13 US26D Door Hardware Set No. 4 Door No. B, Bedroom 1, Bedroom 2, Bedroom 3 – Closet doors; each to have the following: No. Item Description Manufacturer Finish [2] Hanging Devices 3 ½” Hinges Stanley F179 Satin Chrome [1] Operating Trim Lever handle lockset Arrow LR series US26D DOOR HARDWARE 08 71 00 - 9 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 Door Hardware Set No. 5 Door No. B, Bath 2; each to have the following: No. Item Description Manufacturer Finish [2] Hanging Devices 3 ½” Hinges Stanley F179 Satin Chrome [1] Operating Trim Lever handle lockset Arrow LR series US26D Door Hardware Set No. 6 Door No. B, Bi-fold Closet Door; each to have the following: No. Item Description Manufacturer Finish [1] Hanging Devices Bi-fold Hardware Stanley NA [1] Operating Trim Lever handle lockset Arrow LR series US26D END OF SECTION 08 71 00 GYPSUM BOARD 09 29 00 - 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 09 29 00 - GYPSUM BOARD PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Interior gypsum board. 2. Tile backing panels. 1.2 RELATED SECTIONS A. Section 06 10 00 ”Rough Carpentry” B. Section 07 21 00 “Acoustic Insulation” C. Section 07 92 00 “Joint Sealants” 1.3 SUBMITTALS A. Product Data: For each type of product indicated. PART 2 - PART 3 - PRODUCTS 3.1 INTERIOR GYPSUM BOARD A. General: Complying with ASTM C 36/C 36M or ASTM C 1396/C 1396M, as applicable to type of gypsum board indicated and whichever is more stringent. 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: GYPSUM BOARD 09 29 00 - 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 2. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. American Gypsum Co. b. BPB America Inc. c. G-P Gypsum. d. Lafarge North America Inc. e. National Gypsum Company. f. USG Corporation. B. Regular Type: 1. Thickness: 1/2 inch (12.7 mm). 2. Long Edges: Tapered. C. Foil-Backed Type: 3.2 TILE BACKING PANELS A. Cementitious Backer Units: ANSI A108.1. 1. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: 2. Products: Subject to compliance with requirements, provide one of the following: a. Custom Building Products; Wonderboard. b. FinPan, Inc.; Util-A-Crete Concrete Backer Board. c. USG Corporation; DUROCK Cement Board. 3. Thickness: 1/2 inch (12.7 mm). 3.3 TRIM ACCESSORIES A. Interior Trim: ASTM C 1047. 1. Material: Galvanized or aluminum-coated steel sheet or rolled zinc] [Plastic] [Paper- faced galvanized steel sheet. 2. Shapes: a. Cornerbead. b. LC-Bead: J-shaped; exposed long flange receives joint compound. c. L-Bead: L-shaped; exposed long flange receives joint compound. 3.4 JOINT TREATMENT MATERIALS A. General: Comply with ASTM C 475/C 475M. GYPSUM BOARD 09 29 00 - 3 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 B. Joint Tape: 1. Interior Gypsum Wallboard: Paper. 2. Tile Backing Panels: As recommended by panel manufacturer. C. Joint Compound for Interior Gypsum Wallboard: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats. 1. Prefilling: At open joints, rounded or beveled panel edges, and damaged surface areas, use setting-type taping compound. 2. Embedding and First Coat: For embedding tape and first coat on joints, fasteners, and trim flanges, use drying-type, all-purpose compound. a. Use setting-type compound for installing paper-faced metal trim accessories. 3. Fill Coat: For second coat, use drying-type, all-purpose compound. 4. Finish Coat: For third coat, use drying-type, all-purpose compound. D. Joint Compound for Tile Backing Panels: 1. Water-Resistant Gypsum Backing Board: Use setting-type taping compound and setting- type, sandable topping compound. 2. Glass-Mat, Water-Resistant Backing Panel: As recommended by backing panel manufacturer. 3. Cementitious Backer Units: As recommended by backer unit manufacturer. 3.5 AUXILIARY MATERIALS A. General: Provide auxiliary materials that comply with referenced installation standards and manufacturer's written recommendations. PART 4 - EXECUTION 4.1 APPLYING AND FINISHING PANELS, GENERAL A. Comply with ASTM C 840. B. Examine panels before installation. Reject panels that are wet, moisture damaged, and mold damaged. C. Isolate perimeter of gypsum board applied to non-load-bearing partitions at structural abutments, except floors. Provide 1/4- to 1/2-inch- (6.4- to 12.7-mm-) wide spaces at these locations, and trim edges with edge trim where edges of panels are exposed. Seal joints between edges and abutting structural surfaces with acoustical sealant. GYPSUM BOARD 09 29 00 - 4 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 D. Wood Framing: Install gypsum panels over wood framing, with floating internal corner construction. Do not attach gypsum panels across the flat grain of wide-dimension lumber, including floor joists and headers. Float gypsum panels over these members, or provide control joints to counteract wood shrinkage. 4.2 APPLYING INTERIOR GYPSUM BOARD A. Install interior gypsum board in the following locations: 1. Regular Type: Where indicated on Drawings. 4.3 APPLYING TILE BACKING PANELS A. Cementitious Backer Units: ANSI A108.1, at showers, and where indicated. B. Areas Not Subject to Wetting: Install regular-type gypsum wallboard panels to produce a flat surface except at showers, tubs, and other locations indicated to receive water-resistant panels. C. Where tile backing panels abut other types of panels in same plane, shim surfaces to produce a uniform plane across panel surfaces. 4.4 INSTALLING TRIM ACCESSORIES A. General: For trim with back flanges intended for fasteners, attach to framing with same fasteners used for panels. Otherwise, attach trim according to manufacturer's written instructions. B. Interior Trim: Install in the following locations: 1. Cornerbead: Use at outside corners. 2. L-Bead: Use where indicated. 4.5 FINISHING GYPSUM BOARD A. General: Treat gypsum board joints, interior angles, edge trim, control joints, penetrations, fastener heads, surface defects, and elsewhere as required to prepare gypsum board surfaces for decoration. Promptly remove residual joint compound from adjacent surfaces. B. Prefill open joints, rounded or beveled edges, and damaged surface areas. C. Apply joint tape over gypsum board joints, except those with trim having flanges not intended for tape. GYPSUM BOARD 09 29 00 - 5 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 D. Gypsum Board Finish Levels: Finish panels to levels indicated below: 1. Level 4: At panel surfaces that will be exposed to view, unless otherwise indicated. a. Primer and its application to surfaces are specified in other Section 09 91 23 “Interior Painting”. E. Cementitious Backer Units: Finish according to manufacturer's written instructions. 4.6 PROTECTION A. Protect installed products from damage from weather, condensation, direct sunlight, construction, and other causes during remainder of the construction period. B. Remove and replace panels that are wet, moisture damaged, and mold damaged. 1. Indications that panels are wet or moisture damaged include, but are not limited to, discoloration, sagging, or irregular shape. 2. Indications that panels are mold damaged include, but are not limited to, fuzzy or splotchy surface contamination and discoloration. END OF SECTION 09 29 00 TILING 09 30 00- 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 09 30 00 - TILING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Ceramic tile. 2. Stone thresholds. 3. Waterproof membrane. 4. Crack isolation membrane. 5. Tile backing panels. 6. Metal edge strips. 1.2 RELATED SECTIONS A. Section 07 92 00 “Joint Sealants” B. Section 09 29 00 “Gypsum Board” 1.3 SUBMITTALS A. Product Data: For each type of product indicated. 1.4 EXTRA MATERIALS A. Furnish extra materials that match and are from same production runs as products installed and that are packaged with protective covering and identified with labels describing contents. 1. Tile and Trim Units: Furnish quantity of full-size units equal to 3 percent of amount installed for each type, composition, color, pattern, and size indicated. PART 2 - PRODUCTS 2.1 TILE PRODUCTS A. ANSI Ceramic Tile Standard: Provide Standard grade tile that complies with ANSI A137.1 for types, compositions, and other characteristics indicated. A. Tile Type Glazed Floor tiles: Factory-mounted glazed ceramic mosaic tile. TILING 09 30 00- 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. American Olean; Division of Dal-Tile International Inc. b. Crossville, Inc. c. Daltile; Division of Dal-Tile International Inc. d. Lone Star Ceramics Company. e. Grupo Porcelanite. f. Portobello America, Inc. g. Seneca Tiles, Inc. 2. Composition: Vitreous or impervious natural clay or porcelain. 3. Module Size: 2 by 2 inches (50.8 by 50.8 mm). 4. Thickness: 1/4 inch (6.35 mm). 5. Face: Plain with cushion edges. 6. Surface: Slip-resistant, with abrasive admixture. 7. Finish: Mat, opaque glaze. 8. Tile Color and Pattern: As selected by Architect from manufacturer's full range. 9. Grout Color: As selected by Architect from manufacturer's full range. 10. Trim Units: Coordinated with sizes and coursing of adjoining flat tile where applicable. Provide shapes as follows, selected from manufacturer's standard shapes: a. Base Cove: Cove, module size 2 by 1 inch (50.8 by 25.4 mm). b. Internal Corners: Cove, module size 2 by 1 inch (50.8 by 25.4 mm). B. Tile Type: Glazed wall tile 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. American Marazzi Tile, Inc. b. American Olean; Division of Dal-Tile International Inc. c. Daltile; Division of Dal-Tile International Inc. d. Florida Tile Industries, Inc. e. Portobello America, Inc. f. Seneca Tiles, Inc. g. United States Ceramic Tile Company. 2. Module Size: 4-1/4 by 4-1/4 inches (108 by 108 mm). 3. Thickness: 5/16 inch (8 mm). 4. Face: Plain with modified square edges or cushion edges. 5. Finish: Bright, opaque glaze. 6. Tile Color and Pattern: As selected by Architect from manufacturer's full range. 7. Grout Color: As selected by Architect from manufacturer's full range. 8. Mounting: Factory, back mounted. 9. Trim Units: Coordinated with sizes and coursing of adjoining flat tile where applicable. Provide shapes as follows, selected from manufacturer's standard shapes: TILING 09 30 00- 3 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 a. Base: Coved, module size [4-1/4 by 4-1/4 inches (108 by 108 mm). b. External Corners for Thin-Set Mortar Installations: Bullnose shape. c. Internal Corners: Field-butted square corners. For coved base use angle pieces designed to fit with stretcher shapes. 2.2 TILE BACKING PANELS A. Cementitious Backer Units: ANSI A118.9 or ASTM C 1325. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. C-Cure; C-Cure Board 990. b. Custom Building Products; Wonderboard. c. FinPan, Inc.; Util-A-Crete Concrete Backer Board. d. USG Corporation; DUROCK Cement Board. 2. Thickness: 1/2 inch (12.7 mm). 2.3 WATERPROOF MEMBRANE A. General: Manufacturer's standard product that complies with ANSI A118.10 and is recommended by the manufacturer for the application indicated. B. Chlorinated-Polyethylene-Sheet: Nonplasticized, chlorinated polyethylene faced on both sides with nonwoven polyester fabric; 0.030-inch (0.76-mm) nominal thickness. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Noble Company (The); Nobleseal TS. C. Polyethylene Sheet: Polyethylene faced on both sides with fleece webbing; 0.008-inch (0.203- mm) nominal thickness. 1. Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: a. Schluter Systems L.P.; KERDI. D. Fabric-Reinforced, Fluid-Applied Membrane: System consisting of liquid-latex rubber or elastomeric polymer and continuous fabric reinforcement. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Boiardi Products, a QEP company; Elastiment 344 Reinforced Waterproofing and Anti-Fracture/Crack Suppression Membrane. TILING 09 30 00- 4 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 b. Bonsal American, an Oldcastle company; B 6000 Waterproof Membrane with Glass Fabric. c. Bostik, Inc.; Hydroment Blacktop 90210. d. Custom Building Products; 9240 Waterproofing and Anti-Fracture Membrane. e. Laticrete International, Inc.; Laticrete 9235 Waterproof Membrane. f. MAPEI Corporation; Mapelastic HPG with MAPEI Fiberglass Mesh. g. Mer-Kote Products, Inc.; Hydro-Guard 2000. h. Summitville Tiles, Inc.; S-9000. E. Latex-Portland Cement: Flexible mortar consisting of cement-based mix and latex additive. 1. incorporated into the Work include, but are not limited to, the following: a. Boiardi Products, a QEP company; Elastiment 323 Cement Based Waterproofing, Anti-Fracture/Crack Suppression Membrane. b. C-Cure; UltraCure 971. c. MAPEI Corporation; Mapelastic (PRP 315). d. Southern Grouts & Mortars, Inc.; Southcrete 1100. e. TEC, a subsidiary of H. B. Fuller Company; Triple Flex Waterproofing, Crack Isolation Membrane & Mortar. 2.4 SETTING MATERIALS A. Portland Cement Mortar (Thickset) Installation Materials: ANSI A108.02. B. Latex-Portland Cement Mortar (Thin Set): ANSI A118.4. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Boiardi Products; a QEP company. b. Bonsal American; an Oldcastle company. c. Bostik, Inc. d. C-Cure. e. Custom Building Products. f. Jamo Inc. g. Laticrete International, Inc. h. MAPEI Corporation. i. Mer-Kote Products, Inc. j. Southern Grouts & Mortars, Inc. k. Summitville Tiles, Inc. l. TEC; a subsidiary of H. B. Fuller Company. 2. For wall applications, provide nonsagging mortar. TILING 09 30 00- 5 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 2.5 GROUT MATERIALS A. Sand-Portland Cement Grout: ANSI A108.10. B. Standard Cement Grout: ANSI A118.6. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Boiardi Products; a QEP company. b. Bonsal American; an Oldcastle company. c. Bostik, Inc. d. C-Cure. e. Custom Building Products. f. Jamo Inc. g. Laticrete International, Inc. h. MAPEI Corporation. i. Southern Grouts & Mortars, Inc. j. Summitville Tiles, Inc. k. TEC; a subsidiary of H. B. Fuller Company. C. Polymer-Modified Tile Grout: ANSI A118.7. 2.6 ELASTOMERIC SEALANTS A. General: Provide sealants, primers, backer rods, and other sealant accessories that comply with the following requirements and with the applicable requirements in Division 07 Section "Joint Sealants." 1. Use sealants that have a VOC content of 250 g/L or less when calculated according to 40 CFR 59, Subpart D (EPA Method 24). B. One-Part, Mildew-Resistant Silicone Sealant: ASTM C 920; Type S; Grade NS; Class 25; Uses NT, G, A, and, as applicable to nonporous joint substrates indicated, O; formulated with fungicide, intended for sealing interior ceramic tile joints and other nonporous substrates that are subject to in-service exposures of high humidity and extreme temperatures. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. DAP Inc.; 100 percent Silicone Kitchen and Bath Sealant] b. Dow Corning Corporation; Dow Corning 786. c. GE Silicones, a division of GE Specialty Materials; Sanitary 1700. d. Laticrete International, Inc.; Latasil Tile & Stone Sealant. e. Pecora Corporation; Pecora 898 Sanitary Silicone Sealant. f. Tremco Incorporated; Tremsil 600 White. TILING 09 30 00- 6 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 2.7 MISCELLANEOUS MATERIALS A. Trowelable Underlayments and Patching Compounds: Latex-modified, portland cement-based formulation provided or approved by manufacturer of tile-setting materials for installations indicated. B. Grout Sealer: Manufacturer's standar product for sealing grout joints and that does not change color or appearance of grout. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to, the following: a. Bonsal American, an Oldcastle company; Grout Sealer. b. Bostik, Inc.; CeramaSeal Grout & Tile Sealer. c. C-Cure; Penetrating Sealer 978. d. Custom Building Products; Grout and Tile Sealer. e. Jamo Inc.; Matte Finish Sealer. f. MAPEI Corporation; KER 003, Silicone Spray Sealer for Cementitious Tile Grout. g. Southern Grouts & Mortars, Inc.; Silicone Grout Sealer. h. Summitville Tiles, Inc.; SL-15, Invisible Seal Penetrating Grout and Tile Sealer. i. TEC, a subsidiary of H. B. Fuller Company; TA-257 Silicone Grout Sealer. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions where tile will be installed, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of installed tile. 1. Verify that substrates for setting tile are firm, dry, clean, free of coatings that are incompatible with tile-setting materials including curing compounds and other substances that contain soap, wax, oil, or silicone; and comply with flatness tolerances required by ANSI A108.01 for installations indicated. 3.2 PREPARATION A. Where indicated, prepare substrates to receive waterproofing by applying a reinforced mortar bed that complies with ANSI A108.1A and is sloped 1/4 inch per foot (1:50) toward drains. B. Blending: For tile exhibiting color variations, use factory blended tile or blend tiles at Project site before installing. C. Field-Applied Temporary Protective Coating: If indicated under tile type or needed to prevent grout from staining or adhering to exposed tile surfaces, precoat them with continuous film of temporary protective coating, taking care not to coat unexposed tile surfaces. TILING 09 30 00- 7 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 3.3 INSTALLATION A. Comply with TCA's "Handbook for Ceramic Tile Installation" for TCA installation methods specified in tile installation schedules. Comply with parts of the ANSI A108 Series "Specifications for Installation of Ceramic Tile" that are referenced in TCA installation methods, specified in tile installation schedules, and apply to types of setting and grouting materials used. 1. For the following installations, follow procedures in the ANSI A108 Series of tile installation standards for providing 95 percent mortar coverage: a. Tile floors in wet areas. B. Extend tile work into recesses and under or behind equipment and fixtures to form complete covering without interruptions unless otherwise indicated. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint alignments. C. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built-in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures, and other penetrations so plates, collars, or covers overlap tile. D. Jointing Pattern: Lay tile in grid pattern unless otherwise indicated. Lay out tile work and center tile fields in both directions in each space or on each wall area. Lay out tile work to minimize the use of pieces that are less than half of a tile. Provide uniform joint widths unless otherwise indicated. E. Joint Widths: Unless otherwise indicated, install tile with the following joint widths: 1. Ceramic Mosaic Tile: 1/16 inch (1.6 mm). 2. Glazed Wall Tile: 1/16 inch (1.6 mm). F. Expansion Joints: Provide expansion joints and other sealant-filled joints, including control, contraction, and isolation joints, where indicated. Form joints during installation of setting materials, mortar beds, and tile. Do not saw-cut joints after installing tiles. TILING 09 30 00- 8 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 1. Where joints occur in concrete substrates, locate joints in tile surfaces directly above them. 2. Prepare joints and apply sealants to comply with requirements in Division 07 Section "Joint Sealants." G. Metal Edge Strips: Install where exposed edge of tile flooring meets carpet, wood, or other flooring that finishes flush with or below top of tile and no threshold is indicated. H. Grout Sealer: Apply grout sealer to grout joints according to grout-sealer manufacturer's written instructions. As soon as grout sealer has penetrated grout joints, remove excess sealer and sealer from tile faces by wiping with soft cloth. I. Install cementitious backer units and treat joints according to ANSI A108.11 and manufacturer's written instructions for type of application indicated. Use latex-portland cement mortar for bonding material unless otherwise directed in manufacturer's written instructions. J. Install waterproofing to comply with ANSI A108.13 and manufacturer's written instructions to produce waterproof membrane of uniform thickness and bonded securely to substrate. K. Install crack isolation membrane to comply with ANSI A108.17 and manufacturer's written instructions to produce membrane of uniform thickness and bonded securely to substrate. 3.4 INTERIOR TILE INSTALLATION SCHEDULE A. Interior Floor Installations, Wood Subfloor: 1. Tile Installation F150/160: Thin-set mortar on exterior-glue plywood; TCA F150 or TCA F160. a. Tile Type: Glazed Floor Tiles b. Thin-Set Mortar: EGP latex-portland cement mortar. c. Grout: Standard sanded cement grout. B. Wall Installations, Wood Studs or Furring: 1. Tile Installation B413: Thin-set mortar on water-resistant gypsum board; TCA B413. a. Tile Type: Glazed Wall Tile.. b. Thin-Set Mortar: Latex- portland cement mortar. c. Grout: Standard sanded cement grout. TILING 09 30 00- 9 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 C. Shower Receptor and Wall Installations, Wood Studs or Furring: 1. Tile Installation B420: Thin-set mortar water-resistant backer board; TCA B420. a. Tile Type: Glazed Floor Tile, Shower b. Thin-Set Mortar: Latex-portland cement mortar. c. Grout: Sand-portland cement grout. END OF SECTION 09 30 00 RESILIENT BASE AND ACCESSORIES 09 65 13 - 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 09 65 13 - RESILIENT BASE AND ACCESSORIES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Resilient base. 1.2 RELATED SECTIONS A. Section 09 23 00 “Gypsum Board” B. Section 09 65 19 “Resilient Tile Flooring” C. Section 09 68 16 “Sheet Carpeting” 1.3 SUBMITTALS A. Product Data: For each type of product indicated. 1.4 PROJECT CONDITIONS A. Maintain ambient temperatures within range recommended by manufacturer in spaces to receive resilient products. B. Until Substantial Completion, maintain ambient temperatures within range recommended by manufacturer. C. Install resilient products after other finishing operations, including painting, have been completed. PART 2 - PRODUCTS 2.1 RESILIENT BASE A. Resilient Base: 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: RESILIENT BASE AND ACCESSORIES 09 65 13 - 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 a. Allstate Rubber Corp.; Stoler Industries. b. Armstrong World Industries, Inc. c. Burke Mercer Flooring Products; Division of Burke Industries, Inc. d. Flexco, Inc. e. Johnsonite. f. Mondo Rubber International, Inc. g. Musson, R. C. Rubber Co. h. Roppe Corporation, USA. B. Resilient Base Standard: ASTM F 1861. 1. Material Requirement: Type TS (rubber, vulcanized thermoset) or Type TP (rubber, thermoplastic). 2. Manufacturing Method: Group I (solid, homogeneous). 3. Style: Cove (base with toe), or Straight (flat or toeless). C. Minimum Thickness: 0.125 inch (3.2 mm). D. Height: 4 inches (102 mm). E. Lengths: Cut lengths 48 inches (1219 mm) long or coils in manufacturer's standard length. F. Outside Corners: Job formed or preformed. G. Inside Corners: Job formed or preformed. H. Finish: Matte. I. Colors and Patterns: As selected by Architect from full range of industry colors. 2.2 RESILIENT MOLDING ACCESSORY: A. Resilient Molding Accessory: 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Burke Mercer Flooring Products; Division of Burke Industries, Inc. b. Flexco, Inc. c. Johnsonite. d. R.C.A. Rubber Company (The). e. Roppe Corporation, USA. f. VPI, LLC; Floor Products Division. B. Description: Joiner for tile and carpet. C. Material: Rubber. RESILIENT BASE AND ACCESSORIES 09 65 13 - 3 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 D. Profile and Dimensions: As required. E. Colors and Patterns: As selected by Architect from full range of industry colors. 2.3 INSTALLATION MATERIALS A. Trowelable Leveling and Patching Compounds: Latex-modified, portland cement based or blended hydraulic-cement-based formulation provided or approved by manufacturer for applications indicated. B. Adhesives: Water-resistant type recommended by manufacturer to suit resilient products and substrate conditions indicated. 1. Use adhesives that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24): a. Cove Base Adhesives: Not more than 50 g/L. b. Rubber Floor Adhesives: Not more than 60 g/L. C. Metal Edge Strips: Extruded aluminum with mill finish of width shown, of height required to protect exposed edges of tiles, and in maximum available lengths to minimize running joints. PART 3 - EXECUTION 3.1 PREPARATION A. Prepare substrates according to manufacturer's written instructions to ensure adhesion of resilient products. B. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound and remove bumps and ridges to produce a uniform and smooth substrate. C. Do not install resilient products until they are same temperature as the space where they are to be installed. 1. Move resilient products and installation materials into spaces where they will be installed at least 48 hours in advance of installation. D. Sweep and vacuum clean substrates to be covered by resilient products immediately before installation. 3.2 RESILIENT BASE INSTALLATION A. Comply with manufacturer's written instructions for installing resilient base. RESILIENT BASE AND ACCESSORIES 09 65 13 - 4 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 B. Apply resilient base to walls, columns, pilasters, casework and cabinets in toe spaces, and other permanent fixtures in rooms and areas where base is required. C. Install resilient base in lengths as long as practicable without gaps at seams and with tops of adjacent pieces aligned. D. Tightly adhere resilient base to substrate throughout length of each piece, with base in continuous contact with horizontal and vertical substrates. E. Do not stretch resilient base during installation. 3.3 RESILIENT ACCESSORY INSTALLATION A. Comply with manufacturer's written instructions for installing resilient accessories. B. Resilient Stair Accessories: C. Resilient Molding Accessories: Butt to adjacent materials and tightly adhere to substrates throughout length of each piece. Install reducer strips at edges of carpet that would otherwise be exposed. 3.4 CLEANING AND PROTECTION A. Comply with manufacturer's written instructions for cleaning and protection of resilient products. B. Cover resilient products until Substantial Completion. END OF SECTION 09 65 13 RESILIENT TILE FLOORING 09 65 19 - 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 09 65 19 - RESILIENT TILE FLOORING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Vinyl composition floor tile. 1.2 RELATED SECTIONS A. Section 09 65 13 “Resilient Base and Accessories” 1.3 SUBMITTALS A. Product Data: For each type of product indicated. B. Maintenance data. C. Proprietary Specificatons: For selected products. 1. Note that the following specifications are proprietary, and no substitutions will be accepted. 1.4 QUALITY ASSURANCE A. Fire-Test-Response Characteristics: As determined by testing identical products according to ASTM E 648 or NFPA 253 by a qualified testing agency. 1. Critical Radiant Flux Classification: Class I, not less than 0.45 W/sq. cm. 1.5 PROJECT CONDITIONS A. Maintain ambient temperatures within range recommended by manufacturer in spaces to receive floor tile. B. Until Substantial Completion, maintain ambient temperatures within range recommended by manufacturer. C. Close spaces to traffic during floor tile installation. D. Close spaces to traffic for 48 hours after floor tile installation. RESILIENT TILE FLOORING 09 65 19 - 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 E. Install floor tile after other finishing operations, including painting, have been completed. PART 2 - PRODUCTS 2.1 VINYL COMPOSITION FLOOR TILE A. Products: provide the following: 1. Armstrong World Industries, Inc.; ‘Standard Excelon Imperial Texture. ” B. Tile Standard: ASTM F 1066, Class 2, through-pattern tile. C. Wearing Surface: Smooth. D. Thickness: 0.125 inch (3.2 mm). E. Size: 12 by 12 inches (305 by 305 mm). F. Colors and Patterns: As selected by Architect from full range of industry colors. 2.2 INSTALLATION MATERIALS A. Trowelable Leveling and Patching Compounds: Latex-modified, portland cement based or blended hydraulic-cement-based formulation provided or approved by manufacturer for applications indicated. B. Adhesives: Water-resistant type recommended by manufacturer to suit floor tile and substrate conditions indicated. 1. Use adhesives that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24): a. VCT and Asphalt Tile Adhesives: Not more than 50 g/L. b. Rubber Floor Adhesives: Not more than 60 g/L. C. Floor Polish: Provide protective liquid floor polish products as recommended by manufacturer. PART 3 - EXECUTION 3.1 PREPARATION A. Prepare substrates according to manufacturer's written instructions to ensure adhesion of resilient products. B. Concrete Substrates: Prepare according to ASTM F 710. RESILIENT TILE FLOORING 09 65 19 - 3 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 C. Fill cracks, holes, and depressions in substrates with trowelable leveling and patching compound and remove bumps and ridges to produce a uniform and smooth substrate. D. Do not install floor tiles until they are same temperature as space where they are to be installed. 1. Move resilient products and installation materials into spaces where they will be installed at least 48 hours in advance of installation. E. Sweep and vacuum clean substrates to be covered by resilient products immediately before installation. 3.2 FLOOR TILE INSTALLATION A. Comply with manufacturer's written instructions for installing floor tile. B. Install floor tile prior to installation of kitchen cabinets. C. Lay out floor tiles from center marks established with principal walls, discounting minor offsets, so tiles at opposite edges of room are of equal width. Adjust as necessary to avoid using cut widths that equal less than one-half tile at perimeter. 1. Lay tiles square with room axis. D. Match floor tiles for color and pattern by selecting tiles from cartons in the same sequence as manufactured and packaged, if so numbered. Discard broken, cracked, chipped, or deformed tiles. 1. Lay tiles with grain direction alternating in adjacent tiles (basket-weave pattern. E. Extend floor tiles the entire extent of rooms, wall-to-wall,. F. Scribe, cut, and fit floor tiles to butt neatly and tightly to vertical surfaces and permanent fixtures including pipes, outlets, and door frames. G. Extend floor tiles into door reveals, closets, and similar openings. Extend floor tiles to center of door openings. H. Maintain reference markers, holes, and openings that are in place or marked for future cutting by repeating on floor tiles as marked on substrates. Use chalk or other nonpermanent, nonstaining marking device. I. Adhere floor tiles to flooring substrates using a full spread of adhesive applied to substrate to produce a completed installation without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks, and other surface imperfections. RESILIENT TILE FLOORING 09 65 19 - 4 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 3.3 CLEANING AND PROTECTION A. Comply with manufacturer's written instructions for cleaning and protection of floor tile. B. Floor Polish: Remove soil, visible adhesive, and surface blemishes from floor tile surfaces before applying liquid floor polish. 1. Apply three coat(s). C. Cover floor tile until Substantial Completion. END OF SECTION 09 65 19 SHEET CARPETING 09 68 16 - 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 09 68 16 - SHEET CARPETING PART 1 - GENERAL 1.1 SUMMARY A. This Section includes tufted carpet and carpet cushion. 1.2 RELATED SECTIONS A. Section 09 65 13 “Resilient Base” 1.3 SUBMITTALS A. Product Data: For each product indicated. B. Samples: For each color and texture required. 1. Carpet: 12-inch- (300-mm-) square Sample. 2. Exposed Edge, Transition, and other Accessory Stripping: 12-inch- (300-mm-) long Samples. 3. Carpet Cushion: 6-inch- (150-mm-) square Sample. C. Maintenance data. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An experienced installer who is certified by the Floor Covering Installation Board or who can demonstrate compliance with its certification program requirements. 1.5 DELIVERY, STORAGE, AND HANDLING A. Comply with CRI 104, Section 5, "Storage and Handling." 1.6 PROJECT CONDITIONS A. Comply with CRI 104, Section 7.2, "Site Conditions; Temperature and Humidity" and Section 7.12, "Ventilation." SHEET CARPETING 09 68 16 - 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 1.7 WARRANTY A. Special Warranty for Carpet: Manufacturer's standard form in which manufacturer agrees to repair or replace components of carpet installation that fail in materials or workmanship within specified warranty period. Failures include, but are not limited to, more than 10 percent loss of face fiber, edge raveling, snags, runs, stain resistance and colorfastness, microbial treatment and delamination. 1. Warranty Period: 10 years from date of Substantial Completion. B. Special Warranty for Carpet Cushion: Manufacturer's standard form in which manufacturer agrees to repair or replace components of carpet cushion installation that fail in materials or workmanship within specified warranty period. Failure includes, but is not limited to, permanent indentation or compression. 1. Warranty Period: 10 years from date of Substantial Completion. 1.8 EXTRA MATERIALS A. Furnish extra materials described below, before installation begins, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Carpet: Full-width rolls equal to 5 percent of amount installed for each type indicated, but not less than 10 sq. yd. (8.3 sq. m). PART 2 - PRODUCTS 2.1 TUFTED CARPET A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: 1. Shaw, ‘Simple Loop;’ 2. Karastan, ‘Metropolitan;’ 3. Mohawk, ‘Scholarship, Tuition, 26.’ B. Fiber Content: 100 percent nylon. C. Pile Characteristic: Level-loop pile. D. Density: 6835 min. E. Pile Thickness: .137. SHEET CARPETING 09 68 16 - 3 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 F. Face Weight: 26 oz./sq. yd. (g/sq. m).> G. Total Weight: 59.25 oz./sq. yd. (g/sq. m)> for finished carpet. H. Backing: Woven Polypropylene. I. Applied Soil-Resistance Treatment: Manufacturer's standard material. J. Performance Characteristics: As follows: 1. Critical Radiant Flux Classification: Not less than 0.45 W/sq. cm. 2. Electrostatic Propensity: Less than 3.5 kV per AATCC 134. K. Rubber Cushion: Rippled. 1. Density: 14.0 min. lb/cu. ft. 2. Thickness: 0.285 in. L. Performance Characteristics: As follows: 1. Critical Radiant Flux Classification: Not less than 0.45 W/sq. cm. 2. Recycled content: 25% minimum. 3. VOCs: Fewer than 0.5 mg/sq. meter/hr. 4. Total pad BHT: less than 0.30 mg/sq. meter/hr. 5. Total pad formaldehyde: Less than 0.05 mg/sq. meter/hr. 2.2 INSTALLATION ACCESSORIES A. Trowelable Leveling and Patching Compounds: Latex-modified, hydraulic-cement-based formulation provided or recommended by carpet and cushion manufacturers. B. Adhesives: Water-resistant, mildew-resistant, nonstaining type to suit products and subfloor conditions indicated, that complies with flammability requirements for installed carpet and is recommended or provided by carpet and carpet cushion manufacturers. 1. VOC Limits: Provide adhesives with VOC content not more than 50g/L when calculated according to 40 CFR 59, Subpart D (EPA method 24). 2. 2-ethyl-1 hexanol: Less than 3.00 mg/sq. meter/hr 3. Formaldehyde: Less than 0.05 mg/sq. meter/hr C. Seam Adhesive: Hot-melt adhesive tape or similar product recommended by carpet manufacturer for sealing and taping seams and butting cut edges at backing to form secure seams and to prevent pile loss at seams. SHEET CARPETING 09 68 16 - 4 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 PART 3 - EXECUTION 3.1 INSTALLATION A. Comply with CRI 104 and carpet and carpet cushion manufacturers' written installation instructions for the following: 1. Direct-Glue-Down Installation: Comply with CRI 104, Section 9, "Direct Glue-Down Installation." B. Comply with carpet manufacturer's written recommendations for seam locations and direction of carpet; maintain uniformity of carpet direction and lay of pile. At doorways, center seams under the door in closed position. 1. Roll adhered carpet in both directions, using manufacturer’s prescribed roller weight. C. Extend carpet into toe spaces, door reveals, closets, open-bottomed obstructions, removable flanges, alcoves, and similar openings. D. Install pattern parallel to walls and borders. END OF SECTION 09 68 16 INTERIOR PAINTING 09 91 23 - 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 09 91 23 - INTERIOR PAINTING PART 1 - GENERAL 1.1 FILED SUB-BIDS A. Sub-bids shall be submitted for the Work of this Section in accordance with the provisions of M.G.L. c.149 §§44A-J. The time and place for submission of sub-bids are set forth in the Ad- vertisement. The procedures and requirements for submitting sub-bids are set forth in the In- structions to Bidders. B. Sub-bidders must be DCAM Certified in the listed trade and shall include a Current DCAM sub-bidder Certificate of Eligibility and a signed DCAM Sub-bidder’s Update Statement with the bid C. The Work of this section is shown on: Drawing T-1 TITLE, MAPS, PARTIAL SITE PLAN, LIST OF ABBREVIATIONS, LIST OF DRAWINGS for ABBREVIATIONS. Drawing A-1 DEMOLITION & FLOOR PLANS for plan, ROOM FINISH SCHEDULE and DOOR SCHEDULE. Drawing E-1 ELECTRICAL AND LIGHTING PLAN AND LEGEND for electrical panels. Drawing H-1 HEATING VENTILATING PLAN for baseboard fin-tube radiators. 1.2 SCOPE OF WORK The scope of work consists of the installation of all materials to be furnished under Section 09 91-23, and without limiting the generality thereof, consists of furnishing all labor, materials, equipment, plant, transportation, rigging, staging up to 8 feet, appurtenances, and services necessary and/or incidental to properly complete all work as shown on the drawings, as described in the Specifications, or as reasonably inferred from either, in the opinion of the Architect. 1.3 SUMMARY A. This Section includes surface preparation and the application of paint systems on the following interior substrates: 1. Steel. 2. Wood. 3. Gypsum board. 4. Wood Doors. 5. Repainting existing exterior windows (interior) and face trim. INTERIOR PAINTING 09 91 23 - 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 B. Related Sections: 1. Section 09 72 00 “Joint Sealants. 2. Section 08 11 13 “Hollow Metal Frames” for factory finish. 3. Section 08 14 16 “Flush Wood Doors”, for factory prefinishing 4. Section 09 29 00 “Gypsum Board”, for finishing. 1.4 SUBMITTALS A. Product Data: For each type of product indicated. 1.5 RECORD DRAWINGS A. Refer to Specification Section 01 78 39 for the Record Drawing requirements for this section. B. The marked up As Built Drawings required to be maintained under this section are Drawings A- 1, E-1 and H-1. C. Availability of marked up As Built drawings shall be a prerequisite to scheduling final inspection of this contract and said drawings and original contract documents will be used in checking completion of the work.. D. Non-availability of marked up As Built drawings or inaccuracies therein may be grounds for cancellation and postponement of any scheduled final inspection by the Architect until the discrepancy has been corrected. 1.6 QUALITY ASSURANCE A. MPI Standards: 1. Products: Complying with MPI standards indicated and listed in "MPI Approved Products List." 2. Preparation and Workmanship: Comply with requirements in "MPI Architectural Painting Specification Manual" for products and paint systems indicated. PART 2 - PRODUCTS 2.1 PAINT, GENERAL A. Material Compatibility: 1. Provide materials for use within each paint system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. INTERIOR PAINTING 09 91 23 - 3 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 2. For each coat in a paint system, provide products recommended in writing by manufacturers of topcoat for use in paint system and on substrate indicated. B. VOC Content of Field-Applied Interior Paints and Coatings: Provide products that comply with the following limits for VOC content, exclusive of colorants added to a tint base, when calculated according to 40 CFR 59, Subpart D (EPA Method 24); these requirements do not apply to paints and coatings that are applied in a fabrication or finishing shop: 1. Flat Paints, Coatings, and Primers: VOC content of not more than 50 g/L. 2. Nonflat Paints, Coatings, and Primers: VOC content of not more than 150 g/L. C. Chemical Components of Field-Applied Interior Paints and Coatings: Provide topcoat paints that comply with the following chemical restrictions; these requirements do not apply to paints and coatings that are applied in a fabrication or finishing shop: 1. Aromatic Compounds: Paints and coatings shall not contain more than 1.0 percent by weight of total aromatic compounds (hydrocarbon compounds containing one or more benzene rings). 2. Restricted Components: Paints and coatings shall not contain any of the following: a. Acrolein. b. Acrylonitrile. c. Antimony. d. Benzene. e. Butyl benzyl phthalate. f. Cadmium. g. Di (2-ethylhexyl) phthalate. h. Di-n-butyl phthalate. i. Di-n-octyl phthalate. j. 1,2-dichlorobenzene. k. Diethyl phthalate. l. Dimethyl phthalate. m. Ethylbenzene. n. Formaldehyde. o. Hexavalent chromium. p. Isophorone. q. Lead. r. Mercury. s. Methyl ethyl ketone. t. Methyl isobutyl ketone. u. Methylene chloride. v. Naphthalene. w. Toluene (methylbenzene). x. 1,1,1-trichloroethane. y. Vinyl chloride. D. Colors: As selected by Architect from manufacturer's full range. INTERIOR PAINTING 09 91 23 - 4 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 2.2 MANUFACTURERS A. Benjamin Moore & Co. B. Sherwin-Williams. C. California Paints. 2.3 PRIMERS/SEALERS A. Interior Latex Primer/Sealer: MPI #50. B. Alkyd Anticorrosive Metal Primer: MPI #79. C. Wood-Knot Sealer: Sealer recommended in writing by topcoat manufacturer for use in paint systems indicated. 2.4 LATEX PAINTS A. Interior Latex (Flat): MPI #53 (Gloss Level 1). B. Interior Latex (Eggshell): MPI #52 (Gloss Level 3). C. Interior Latex (Semigloss): MPI #54 (Gloss Level 5). 2.5 ALKYD PAINTS A. Interior Alkyd (Semigloss): MPI #47 (Gloss Level 5). PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of work. B. Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: 1. Wood: 15 percent. 2. Gypsum Board: 12 percent. C. Verify suitability of substrates, including surface conditions and compatibility with existing finishes and primers. INTERIOR PAINTING 09 91 23 - 5 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 D. Begin coating application only after unsatisfactory conditions have been corrected and surfaces are dry. 1. Beginning coating application constitutes Contractor's acceptance of substrates and conditions. 3.2 PREPARATION AND APPLICATION A. Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates indicated. B. Clean substrates of substances that could impair bond of paints, including dirt, oil, grease, and incompatible paints and encapsulants. 1. Remove incompatible primers and reprime substrate with compatible primers as required to produce paint systems indicated. C. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color breaks. D. Painting Mechanical and Electrical Work: Paint items exposed in equipment rooms and occupied spaces including, but not limited to, the following: 1. Mechanical Work: a. Baseboard fin-tube heater covers. 2. Electrical Work: a. Panelboards. E. Protect work of other trades against damage from paint application. Correct damage to work of other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and leave in an undamaged condition. F. At completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. INTERIOR PAINTING 09 91 23 - 6 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 3.3 INTERIOR PAINTING SCHEDULE A. Steel Substrates: a. Prime Coat: Quick-drying alkyd metal primer. b. Topcoat: Interior alkyd (Semigloss). Gypsum Board Substrates: 2. Latex System: MPI INT 9.2A. a. Prime Coat: Interior latex primer/sealer. b. Topcoats (2 coats): Living areas, Interior latex (flat). c. Topcoat (2 coats): Kitchens and Baths, Interior latex (eggshell). B. Wood Substrate, Factory primed wood doors: 1. Latex System: MPI INT 9.2A. a. Prime Coat: touch-up factory coat. b. Topcoats (2 coats): Living areas, Interior latex (flat). c. Topcoat (2 coats): Interior latex (eggshell). C. Wood Substrates, existing face trim and exterior windows: 1. Latex System: MPE INT 9.2A. a. Clean and sand surfaces, tack. b. Topcoats (2 coats): Interior latex (semigloss). END OF SECTION 09 91 23 BATH ACCESSORIES 10 28 00- 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 10 28 00 - BATH ACCESSORIES PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Private-use bathroom accessories. 1.2 RELATED SECTIONS A. Section 06 10 00 “Rough Carpentry” for blocking. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. B. Proprietary Specificatons: For selected products. 1. Note that some of the following specifications are proprietary, and no substitutions will be accepted. PART 2 - PRODUCTS 2.1 BATHROOM ACCESSORIES A. Manufacturer: Provide products by: 1. Bradley Corporation. B. Toilet Tissue Dispenser 1. Product: Bradley 5084. 2. Description: Single-roll dispenser. 3. Mounting: Surface mounted. 4. Capacity: Designed for 4-1/2- or 5-inch- (114- or 127-mm-) diameter tissue rolls. 5. Material and Finish: Stainless steel, No. 7 finish (polished. BATH ACCESSORIES 10 28 00- 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 C. Shower Curtain Rod 1. Product: Bradley 9531. 2. Outside Diameter: 1 ¼ inch (31.75 mm.) 3. Mounting: Flanges with exposed fasteners. 4. Rod Material and Finish: Stainless steel, No. 4 finish (satin). 5. Flange Material and Finish: Stainless steel, No. 4 finish (satin). 6. Accessories: Integral chrome-plated brass glide hooks. D. Medicine Cabinet: 1. Product: Bradley 175-11 2. Mounting: Surface mounted. 3. Size: 17 1/8 by 30 5/8 inches . 4. Door: Framed mirror door concealing storage cabinet equipped with continuous hinge and spring-buffered, rod-type stop and magnetic door catch. 5. Shelves: Four (Three adjustable). 6. Material and Finish: a. Cabinet: Stainless steel, No. 4 finish (satin). b. Mirror: ¼ inch float glass triple-silvered, electro-copper plated with baked enamel backing, protected by shock-absorbing filler, in 22 ga stainless steel frame, satin finish. c. Shelves: 22 ga. stainless steel. d. Door: adjustable for right or left hand swing. E. Towel Bar: 1. Product: Bradley 908. 2. Description: 3/4-inch- (19-mm-) round tube with circular end brackets. 3. Mounting: Flanges with concealed fasteners. 4. Length: 18 (457 mm), 24 inches (610 mm) and 30 inches (762 mm). 5. Material and Finish: Stainless steel, No. 7 finish (polished). F. Robe Hook: 1. Product: Bradley 9118. 2. Description: Surface-mounted, extends 3 ¼ inches. . 3. Capacity: 1 robes. 4. Material and Finish: Stainless steel, No. 7 finish (polished). BATH ACCESSORIES 10 28 00- 3 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 G. Grab Bars: 1. Product: Bradley 8122. 2. Description: 1 ½ inch O.D. one-piece tubular grab bar. 3. Mounting: 13 ga. Stainless steel flanges, concealed fasteners (flange escutcheon). 4. Bar Material and Finish: 18 ga stainless steel, No. 4 (satin), safety-grip. 5. Length: 24-inches, 30-inches, and 42-inches, as indicated in Drawings. H. Toothbrush Holders: 1. Product: Bradley SA 26. 2. Mounting: Front. I. Soap Dishes: 1. Product: Bradley SA 22. 2. Mounting: Front. PART 3 - EXECUTION 3.1 INSTALLATION A. Install accessories according to manufacturers' written instructions, using fasteners appropriate to substrate indicated and recommended by unit manufacturer. Install units level, plumb, and firmly anchored in locations and at heights indicated. END OF SECTION 10 28 00 RESIDENTIAL APPLIANCES 11 31 00 - 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 11 31 00 - RESIDENTIAL APPLIANCES PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Cooking equipment including ranges. 2. Ventilation range hoods. 3. Refrigerator/freezers. 1.2 RELATED SECTIONS A. Section 12 25 30 “Residential Casework” B. Section 22 00 00 “Plumbing” C. Section 23 00 00 “Heating and Ventilation” 1.3 SUBMITTALS A. Product Data: For each type of product indicated. B. Maintenance data. 1.4 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Residential Appliances: Comply with NAECA standards. C. Special Warranty: Manufacturer's standard form in which manufacturer of each appliance specified agrees to repair or replace residential appliances or components that fail in materials or workmanship within specified warranty period. 1. Electric Range: Five-year limited warranty for surface-burner elements. 2. Refrigerator/Freezer: Five-year limited warranty for in-home service on the sealed refrigeration system. 3. Suspension system and drive transmission. RESIDENTIAL APPLIANCES 11 31 00 - 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 PART 2 - PRODUCTS 2.1 MANUFACTURERS A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: 1. Products: Subject to compliance with requirements, provide one of the products specified. 2.2 COOKING APPLIANCES A. Range: Freestanding electric. 1. Basis-of-Design Product: The design for each residential appliance is based on Hotpoint; RA824DDWW. Subject to compliance with requirements, provide either the named product or a comparable product by one of the other manufacturers specified a. Premier; ECK1000P. b. Summit; WEM611. 2. Type: Standard, 24-inch wide, with electric oven. 3. Cooktop: Four electric burner elements. 4. Cooktop surface type: Coil with chrome bowls. 5. Hot surface indicator light: yes. 6. Single oven: capacity 2.9 cu. ft., min. Manual clean. 7. Finish: Porcelain-enamel steel. B. Exhaust Hood: 1. Products: Broan; 4000 series. a. Air King; AV1243. b. General Electric Company; JV247PWW. 2. Type: 24-inch (610-mm) under-cabinet, ventilating range hood. 3. Exhaust Fan: Two-speed fan, 160 cfm (260 L/s) min. 4. Finish: Baked enamel. 2.3 REFRIGERATION APPLIANCES A. Refrigerator/Freezer: 1. Products: Frigidaire; FFHT1514Q W. a. General Electric Company; GIOE16DGHWW. b. LG; LTC20380SW. 2. Type: Freestanding, with freezer on top. RESIDENTIAL APPLIANCES 11 31 00 - 3 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 3. Storage Capacity: a. Fresh Food Compartment Volume: 10.9 cu. ft. (0.31 cu. m), min. b. Freezer Volume: 3.7 cu. ft. (0.10 cu. m) min. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Freestanding Equipment: Place units in final locations after finishes have been completed in each area. Verify that clearances are adequate to properly operate equipment. B. Utilities: Refer to Divisions 15 and 16 for plumbing and electrical requirements. END OF SECTION 11 31 00 ROLLER WINDOW SHADES 12 24 13 - 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 12 24 13 - ROLLER WINDOW SHADES PART 1 - GENERAL 1.1 SUMMARY A. This Section includes roller shades. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. B. Maintenance data. PART 2 - PRODUCTS 2.1 ROLLER SHADES A. Basis-of-Design Product: Subject to compliance with requirements, provide Signature Light Filtering Roller Shades by Blinds.com or a comparable product by one of the following: 1. Smith and Noble, Classic Roller Shade 2. Hunter Douglas, B. Shade Band Material: Polyester. 1. Colors: As selected by Architect from manufacturer's full range. C. Rollers: Electrogalvanized or epoxy primed steel or extruded-aluminum tube of diameter and wall thickness required to support and fit internal components of operating system and the weight and width of shade band material without sagging; designed to be easily removable from support brackets. Provide capacity for one roller shade band per roller. D. Direction of Roll: Reverse, from front of roller. E. Mounting Brackets: Galvanized or zinc-plated steel. F. Bottom Bar: Steel or extruded aluminum, or wood with plastic or metal capped ends, concealed by pocket of shade material, internal-type. G. Mounting: Inside. H. Shade Operation: Manual; with cordless system lift operator. ROLLER WINDOW SHADES 12 24 13 - 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 2.2 ROLLER SHADE FABRICATION A. Unit Sizes: Obtain units fabricated in sizes to fill window and other openings as follows, measured at 74 deg F (23 deg C): 1. Shade Units Installed between (Inside) Jambs: Edge of shade not more than 1/4 inch (6 mm) from face of jamb. Length equal to head to sill dimension of opening in which each shade is installed. B. Installation Fasteners: No fewer than two fasteners per bracket, fabricated from metal noncorrosive to shade hardware and adjoining construction; type designed for securing to supporting substrate; and supporting shades and accessories under conditions of normal use. PART 3 - EXECUTION 3.1 ROLLER SHADE INSTALLATION A. Install roller shades level, plumb, and aligned with adjacent units according to manufacturer's written instructions, and located so shade band is not closer than 2 inches (50 mm) to interior face of glass. Allow clearances for window operation hardware. B. Clean roller shade surfaces after installation, according to manufacturer's written instructions. END OF SECTION 12 24 13 RESIDENTIAL CASEWORK 12 35 30 - 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 12 35 30 - RESIDENTIAL CASEWORK PART 1 - GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Kitchen cabinets. 2. Plastic-laminate countertops and backsplashes. 1.2 RELATED SECTIONS A. Section 11 31 00 “Residential Appliances” B. Section 26 51 00 “Electric and Lighting” 1.3 SUBMITTALS A. Product Data: For cabinets, countertop material, and cabinet hardware. 1.4 QUALITY ASSURANCE A. Quality Standards: Unless otherwise indicated, comply with the following standards: 1. Cabinets: KCMA A161.1. a. KCMA Certification: Provide cabinets with KCMA's "Certified Cabinet" seal affixed in a semiexposed location. 2. Plastic-Laminate Countertops: KCMA A161.2. PART 2 - PRODUCTS 2.1 CABINET MATERIALS A. General: 1. Adhesives: Do not use adhesives that contain urea formaldehyde. 2. Hardwood Lumber: Kiln dried to 7 percent moisture content. 3. Softwood Lumber: Kiln dried to 10 percent moisture content. 4. Hardwood Plywood: HPVA HP-1, made without urea formaldehyde. RESIDENTIAL CASEWORK 12 35 30 - 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 B. Exposed Materials: 1. Exposed Wood Species: Manufacturer's standard domestic hardwood species . a. Do not use two adjacent exposed surfaces that are noticeably dissimilar in color, grain, figure, or natural character markings. b. Staining and Finish: As selected by Architect from manufacturer's full range. 2. Solid Wood: Clear hardwood lumber of species indicated, free of defects. 3. Plywood: Hardwood plywood with face veneer of species indicated, with Grade A faces and Grade C backs of same species as faces. C. Semiexposed Materials: Unless otherwise indicated, provide the following: 1. Plywood: Hardwood plywood with Grade C faces and not less than Grade 3 backs of same species as faces. Face veneers of same species as exposed surfaces or stained to be compatible with exposed surfaces. 2. Plastic Laminate: Particleboard faced with high-pressure decorative laminate complying with NEMA LD 3, Grade VGS. D. Concealed Materials: Solid wood or plywood, of any hardwood or softwood species, with no defects affecting strength or utility; particleboard; medium-density fiberboard; or hardboard. 2.2 CABINET HARDWARE A. General: Manufacturer's standard units complying with BHMA A156.9, of type, size, style, material, and finish as selected by Architect from manufacturer's full range. B. Pulls: Surface-mounted decorative pulls. C. Hinges: Concealed European-style self-closing hinges. D. Drawer Guides: Epoxy-coated-metal, self-closing drawer guides; designed to prevent rebound when drawers are closed; with nylon-tired, ball-bearing rollers; 150 pound minimum capacity, and complying with BHMA A156.9, Type B05011 or B05091. 2.3 COUNTERTOP MATERIALS A. Plastic Laminate: High-pressure decorative laminate complying with NEMA LD 3. 1. Grade: HGP. 2. Colors, Textures, and Patterns: As selected by Architect from plastic-laminate manufacturer's full range. B. Particleboard: ANSI A208.1, Grade M-2-Exterior Glue. RESIDENTIAL CASEWORK 12 35 30 - 3 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 2.4 CABINETS A. Available Products: Subject to compliance with requirements, cabinets that may be incorporated into the Work include, but are not limited to, the following: 1. Kraftmaid, 2. Merillat, 3. Panda Kitchen and Bath. B. Face Style: Flush overlay. C. Cabinet Style: Face Frame. D. Door and Drawer Fronts: Solid-wood stiles and rails, 3/4 inch (19 mm) thick, with 1/4-inch- (6.4-mm-) thick, veneer-faced plywood center panels. E. Face Frames: 3/4-by-1-5/8-inch (19-by-41-mm) solid wood. F. Exposed Cabinet End Finish: Wood veneer. 2.5 PLASTIC-LAMINATE COUNTERTOPS A. Configuration: Provide countertops with the following front, cove (intersection of top with backsplash), backsplash, and endsplash style: 1. Front: Self-edge. 2. Cove: Cove molding (one-piece postformed laminate supported at junction of top and backsplash by wood cove molding). 3. Backsplash: Curved or waterfall shape. 4. Endsplash: None. PART 3 - EXECUTION 3.1 INSTALLATION A. Install cabinets with no variations in flushness of adjoining surfaces; use concealed shims. Where cabinets abut other finished work, scribe and cut for accurate fit. Provide filler strips, scribe strips, and moldings in finish to match cabinet face. B. Install cabinets without distortion so doors and drawers fit openings and are aligned. Complete installation of hardware and accessories as indicated. C. Install casework level and plumb to a tolerance of 1/8 inch in 8 feet (3 mm in 2.4 m). D. Fasten cabinets to adjacent units and to backing. 1. Fasten wall cabinets through back, near top and bottom, at ends and not less than 24 inches (600 mm) o.c. with No. 10 wafer-head screws sized for 1-inch (25-mm) penetration into wood framing, blocking, or hanging strips. RESIDENTIAL CASEWORK 12 35 30 - 4 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 E. Fasten plastic-laminate countertops by screwing through corner blocks of base units into underside of countertop. Form seams using splines to align adjacent surfaces, and secure with glue and concealed clamping devices designed for this purpose. F. Adjust cabinets and hardware so doors and drawers are centered in openings and operate smoothly without warp or bind. Lubricate operating hardware as recommended by manufacturer. END OF SECTION 12 35 30 PLUMBING 22 00 00- 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 22 00 00 - PLUMBING PART 1 - GENERAL 1.1 SUMMARY A. This Section includes water-distribution and pipe insulation, sanitary waste piping, and plumbing fixtures and fittings. 1.2 RELATED SECTIONS A. Section 12 35 30 “Residential Casework” 1.3 SUBMITTALS A. Product Data: For each type of product indicated. B. Operation and maintenance data. C. Proprietary Specificatons: For selected products. 1. Note that some of the following specifications are proprietary, and no substitutions will be accepted. 1.4 QUALITY ASSURANCE A. Regulatory Requirements: 1. Comply with requirements of utility company supplying water. Include tapping of water mains and backflow prevention. 2. Comply with standards of authorities having jurisdiction for potable-water-service piping, including materials, installation, testing, and disinfection. B. Piping materials shall bear label, stamp, or other markings of specified testing agency. C. Comply with ASTM F 645 for selection, design, and installation of thermoplastic water piping. D. Comply with FMG's "Approval Guide" or UL's "Fire Protection Equipment Directory" for fire- service-main products. E. NFPA Compliance: Comply with NFPA 24 for materials, installations, tests, flushing, and valve and hydrant supervision for fire-service-main piping for fire suppression. F. NSF Compliance: PLUMBING 22 00 00- 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 1. Comply with NSF 61 for materials for water-service piping and specialties for domestic water. G. Regulatory Requirements: Comply with requirements in Public Law 102-486, "Energy Policy Act," about water flow and consumption rates for plumbing fixtures. H. NSF Standard: Comply with NSF 61, "Drinking Water System Components--Health Effects," for fixture materials that will be in contact with potable water. I. Select combinations of fixtures and trim, faucets, fittings, and other components that are compatible. J. Comply with the following applicable standards and other requirements specified for plumbing fixtures: 1. Enameled, Cast-Iron Fixtures: ASME A112.19.1M. 2. Stainless-Steel Residential Sinks: ASME A112.19.3. 3. Vitreous-China Fixtures: ASME A112.19.2M. 4. Water-Closet, Flush Valve, Tank Trim: ASME A112.19.5. K. Comply with the following applicable standards and other requirements specified for lavatory and sink faucets: 1. Backflow Protection Devices for Faucets with Hose-Thread Outlet: ASME A112.18.3M. 2. Diverter Valves for Faucets with Hose Spray: ASSE 1025. 3. Faucets: ASME A112.18.1. 4. Hose-Connection Vacuum Breakers: ASSE 1011. 5. Hose-Coupling Threads: ASME B1.20.7. 6. Integral, Atmospheric Vacuum Breakers: ASSE 1001. 7. NSF Potable-Water Materials: NSF 61. 8. Pipe Threads: ASME B1.20.1. 9. Supply Fittings: ASME A112.18.1. 10. Brass Waste Fittings: ASME A112.18.2. L. Comply with the following applicable standards and other requirements specified for shower faucets: 1. Backflow Protection Devices for Hand-Held Showers: ASME A112.18.3M. 2. Combination, Pressure-Equalizing and Thermostatic-Control Antiscald Faucets: ASSE 1016. 3. Faucets: ASME A112.18.1. 4. Hand-Held Showers: ASSE 1014. 5. High-Temperature-Limit Controls for Thermal-Shock-Preventing Devices: ASTM F 445. 6. Hose-Coupling Threads: ASME B1.20.7. 7. Manual-Control Antiscald Faucets: ASTM F 444. 8. Pipe Threads: ASME B1.20.1. 9. Pressure-Equalizing-Control Antiscald Faucets: ASTM F 444 and ASSE 1016. 10. Sensor-Actuated Faucets and Electrical Devices: UL 1951. 11. Thermostatic-Control Antiscald Faucets: ASTM F 444 and ASSE 1016. PLUMBING 22 00 00- 3 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 M. Comply with the following applicable standards and other requirements specified for miscellaneous fittings: 1. Brass and Copper Supplies: ASME A112.18.1. 2. Brass Waste Fittings: ASME A112.18.2. PLUMBING 22 00 00- 4 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 N. Comply with the following applicable standards and other requirements specified for miscellaneous components: 1. Plastic Toilet Seats: ANSI Z124.5. 1.5 PROJECT CONDITIONS A. Interruption of Existing Water-Distribution Service: Do not interrupt service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary water-distribution service according to requirements indicated: 1. Notify Owner no fewer than two days in advance of proposed interruption of service. 2. Do not proceed with interruption of water-distribution service without Owner's written permission. PART 2 - PRODUCTS 2.1 PIPE AND FITTINGS A. Hot, cold water supply; Soft Copper Tube: ASTM B 88, Type L (ASTM B 88M, Type B), water tube, annealed temper. 1. Copper, Solder-Joint Fittings: ASME B16.18, cast-copper-alloy or ASME B16.22, wrought-copper, solder-joint pressure type. Furnish only wrought-copper fittings if indicated. 2.2 DUCTILE-IRON, GRAVITY SEWER PIPE AND FITTINGS A. Pipe: ASTM A 746, for push-on joints. B. Standard Fittings: AWWA C110, ductile or gray iron, for push-on joints. C. Compact Fittings: AWWA C153, for push-on joints. D. Gaskets: AWWA C111, rubber. 2.3 JOINING MATERIALS A. Refer to Division 22 Section "Common Work Results for Plumbing" for commonly used joining materials. B. Brazing Filler Metals: AWS A5.8, BCuP Series. PLUMBING 22 00 00- 5 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 2.4 PIPING SPECIALTIES A. Transition Fittings: Manufactured fitting or coupling same size as, with pressure rating at least equal to and ends compatible with, piping to be joined. 2.5 PIPE INSULATION A. Hot, cold, and Return water piping: 1. Basis-of-Design Product: Subject to compliance with requirements, provide Owens Corning Fiberglas Pipe Insulation, or a comparable product by one of the following: a. Thomas Insulation, b. Knauf Insulation. 2. Standard: ASTM C1045. a. Conductivity at 75°F mean temperature – 0.23 Btu•in/hr•ft2•°F 3. Jacket ‘Evolution’, Paper-Free ASJ 4. Surface Burning: Flame Spread Characteristics: Flame spread 25, Smoke Developed 50, per ASTM E84. 5. Thickness: a. Hot and Return water pipes, 1-inch. b. Cold water pipes, ½-inch. 2.6 FLOOR DRAINS A. Cast-Iron Floor Drains 1. Basis-of-Design Product: Subject to compliance with requirements, provide Zurn Z415BZ drain body with leveling strainer or a comparable product by one of the following: a. Josam Company; Josam Div. b. MIFAB, Inc. c. Prier Products, Inc. d. Smith, Jay R. Mfg. Co.; Division of Smith Industries, Inc. 2. Standard: ASME A112.6.3. 3. Pattern: Floor drain. 4. Body Material: Cast iron 5. Outlet: Bottom. 6. Top or Strainer Material: Polished nickel bronze. 7. Top Shape: Round. B. Floor-Drain, Trap-Seal Primer Fittings . 1. Description: Cast iron, with threaded inlet and threaded or spigot outlet, and trap-seal primer valve connection. a. Size: Same as floor drain outlet with NPS 1/2 (DN 15) side inlet. PLUMBING 22 00 00- 6 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 2.7 LAVATORY FAUCETS A. Lavatory Faucets: 1. Product: Provide the following: a. Wolverine Brass, ECO1350. 2. Description: Single-control mixing valve. Include hot- and cold-water indicators; coordinate faucet inlets with supplies and fixture holes; coordinate outlet with spout and fixture receptor. a. Body Material: General-duty, solid brass or copper or brass underbody with brass cover plate. b. Finish: Polished chrome plate. c. Maximum Flow Rate: 1.5 gpm (5.3L/min.). d. Centers: 4 inches (102 mm). e. Mounting: Deck, concealed. f. Valve Handle(s): Lever. g. Inlet(s): NPS 3/8 (DN 10) tubing, with NPS 1/2 (DN 15) male adaptor. h. Spout: Rigid type. i. Spout Outlet: Aerator. j. Operation: Compression, manual. k. Drain: Pop up. l. Tempering Device: Not required. B. Lavatory Stops: 1. Provide the following: a. Wolverine Brass, 53345. 2.8 SHOWER FAUCETS A. Shower Faucets, 1. Product: Provide the following: a. Symmons, Temptrol S-96-300-B30-LV. 2. Description: Single-handle pressure-balance valve. Include hot- and cold-water indicators; check stops; and shower head, arm, and flange. Coordinate faucet inlets with supplies and outlet with diverter valve. a. Body Material: Solid brass. b. Finish: Polished chrome plate. c. Water Flow Rate: 2.5 gallons per minute. d. Diverter Valve: Not required. e. Mounting: Concealed. f. Backflow Protection Device for Hand-Held Shower: Not required. g. Antiscald Device: Integral with mixing valve. h. Check Stops: Check-valve type, integral with or attached to body; on hot- and cold-water supply connections. PLUMBING 22 00 00- 7 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 i. Supply Connections: NPS 1/2 (DN 15). j. Shower Head Type: Hand held, slide-bar mounted. k. Shower Head Material: metallic and nonmetallic with chrome-plated finish. l. Spray Pattern: Adjustable. m. Integral Volume Control: Required. n. Temperature Indicator: Not required. 2.9 SINK FAUCETS A. Sink Faucets: 1. Product: Provide the following: a. Wolverine Brass, EKA0350. 2. Description: Kitchen faucet without spray. Include hot- and cold-water indicators; coordinate faucet inlets with supplies and fixture holes; coordinate outlet with spout and fixture receptor. a. Body Material: General-duty, solid brass or copper or brass underbody with brass cover plate. b. Finish: Polished chrome plate. c. Maximum Flow Rate: [2.2 gpm (8.4 L/min.). d. Mixing Valve: Two-lever handle. e. Centers: [8 inches (203 mm). f. Mounting: Deck. g. Handle(s): Lever. h. Inlet(s): NPS 1/2 (DN 15) male shank. i. Spout Type: Swing, shaped tube. j. Spout Outlet: Aerator. k. Operation: Compression, manual. l. Drain: Lift and turn. 2.10 WATER CLOSETS A. Water Closets: 1. Basis-of-Design Product: Subject to compliance with requirements, provide TOTO USA, Inc. CST744SL ‘Drake Close Couple Toilet, ADA, 1.6GPF’ and SC534 seat, or a comparable product by one of the following: PLUMBING 22 00 00- 8 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 a. American Standard Companies, Inc. b. Briggs Plumbing Products, Inc. c. Crane Plumbing, L.L.C./Fiat Products. d. Eljer. e. Kohler Co. 2. Description: Accessible, floor-mounting, floor-outlet, vitreous-china fixture designed for gravity-type tank operation. 3. Style: Close coupled. a. Bowl Type: Elongated design. Include bolt caps matching fixture. b. Height: Accessible c. Design Consumption: 1.6 gal./flush (6 L/flush). d. Tank: Gravity type with trim. Include cover. e. Trip Mechanism: Lever-handle. f. Color: White. 4. Supply: NPS 1/2 (DN 15) chrome-plated brass or copper with wheel-handle stop. 5. Toilet Seat: Standard SC534. B. Toilet angle stops: 1. Provide the following: a. Wolverine Brass, 53345 XNL. 2.11 LAVATORIES A. Lavatories: 1. Basis-of-Design Product: Subject to compliance with requirements, provide Kohler K- 2035 ‘Pinoir’, or a comparable product by one of the following: a. American Standard Companies, Inc. b. Briggs Plumbing Products, Inc. c. Crane Plumbing, L.L.C./Fiat Products. d. Eljer. e. Gerber Plumbing Fixtures LLC. f. Sterling Plumbing Group, Inc. g. TOTO USA, Inc. PLUMBING 22 00 00- 9 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 2. Product Description: Accessible, wall-mounting, vitreous-china fixture. a. Type: Shelf back. b. Size: 27 by 22 inches rectangular. c. Faucet Hole Punching: Two holes, 4-inch (102-mm) centers. d. Faucet Hole Location: Top. e. Pedestal: Not required. f. Color: White. g. Faucet: Lavatory Kohler K-156241-4-CP with pop-up waste. h. Supplies: NPS 1/2 (DN 15) chrome-plated copper with stops. i. Drain: See faucet. j. Drain Piping: NPS 1-1/4 (DN 32) chrome-plated, cast-brass P-trap; NPS 1-1/4 (DN 32) thick tubular brass waste to wall; and wall escutcheon. k. Fixture Support: Lavatory – blocking in stud wall. 2.12 KITCHEN SINKS A. Kitchen Sinks: 1. Basis-of-Design Product: Subject to compliance with requirements, provide Elkay LSR2722 or a comparable product by one of the following: a. Dayton Products, Inc. b. Just Manufacturing Company. c. Kohler Co. d. Moen, Inc. e. Sterling Plumbing Group, Inc. 2. Description: One -bowl, residential, counter-mounting, stainless-steel kitchen sink. a. Overall Dimensions: 22 x 27 inches. b. Metal Thickness: 18 ga. c. Bowl: 1) Dimensions: 176 x 24 x 8-inches deep. 2) Drain: 3-1/2-inch (89-mm) crumb cup. a) Location: Centered in bowl. d. Supplies: NPS 1/2 (DN 15) chrome-plated copper with stops. e. Drain Piping: NPS 1-1/2 (DN 40) chrome-plated, cast-brass P-trap; 0.045-inch- (1.1-mm-) thick tubular brass waste to wall and wall escutcheon(s). B. Kitchen Sink Traps: a. Provide the following: 1) Jonas Hayes & Co., 102661-GBW. C. Kitchen Sink Stops: a. Provide the following: 1) Wolverine Brass., 53345 XNL. PLUMBING 22 00 00- 10 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 PART 3 - EXECUTION 3.1 PIPING APPLICATIONS A. General: Use pipe, fittings, and joining methods for modifying piping systems in coordination with the existing piping systems. B. Transition couplings and special fittings with pressure ratings at least equal to piping pressure rating may be used, unless otherwise indicated. C. Flanges, unions, and special fittings may be used, instead of joints indicated, on aboveground piping. 3.2 PIPING INSTALLATION A. Provider modifications to the existing hot and cold water distribution and sanitary sewer systems to serve new fixtures and fittings indicated on the Drawings. 3.3 JOINT CONSTRUCTION A. Make pipe joints according to the following: 1. Ductile-Iron Piping, Gasketed Joints for Water-Service Piping: AWWA C600 and AWWA M41. 2. Dissimilar Materials Piping Joints: Use adapters compatible with both piping materials, with OD, and with system working pressure. Refer to Division 22 Section "Common Work Results for Plumbing" for joining piping of dissimilar metals. B. Gravity-Flow, Nonpressure Sewer Piping: Use the following pipe materials for each size range: 1. NPS 3 and NPS 4 (DN 80 and DN 100): NPS 6 (DN 150) ductile-iron, gravity sewer pipe; ductile-iron standard fittings; gaskets; and gasketed joints. 3.4 ANCHORAGE INSTALLATION A. Anchorage, General: Install water-distribution piping with restrained joints. Anchorages and restrained-joint types that may be used include the following: 1. Locking mechanical joints. 2. Set-screw mechanical retainer glands. 3. Bolted flanged joints. 4. Heat-fused joints. 5. Pipe clamps and tie rods. B. Install anchorages for tees, plugs and caps, bends, crosses, valves, and hydrant branches. Include anchorages for the following piping systems: PLUMBING 22 00 00- 11 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 1. Gasketed-Joint, Ductile-Iron, Water-Service Piping: According to AWWA C600. C. Apply full coat of asphalt or other acceptable corrosion-resistant material to surfaces of installed ferrous anchorage devices. 3.5 CONNECTIONS A. Connect water-distribution piping to interior domestic water piping. B. Connect waste piping from concrete vault drains to sanitary sewerage system. 3.6 PIPE INSULATION A. Install in conformance with manufacturer’s instructions. Install with a complete positive enclosure system contiguous with existing pipe insulation. 3.7 FIELD QUALITY CONTROL A. Piping Tests: Conduct piping tests before joints are covered and after concrete thrust blocks have hardened sufficiently. Fill pipeline 24 hours before testing and apply test pressure to stabilize system. Use only potable water. B. Hydrostatic Tests: Test at not less than one-and-one-half times working pressure for two hours. 1. Increase pressure in 50-psig (350-kPa) increments and inspect each joint between increments. Hold at test pressure for 1 hour; decrease to 0 psig (0 kPa). Slowly increase again to test pressure and hold for 1 more hour. Maximum allowable leakage is 2 quarts (1.89 L) per hour per 100 joints. Remake leaking joints with new materials and repeat test until leakage is within allowed limits. C. Prepare reports of testing activities. 3.8 PLUMBING FIXTURE INSTALLATION A. Assemble plumbing fixtures, trim, fittings, and other components according to manufacturers' written instructions. B. Install off-floor supports, affixed to building substrate, for wall-mounting fixtures. 1. Use chair-type carrier supports with rectangular steel uprights for accessible fixtures. C. Install floor-mounting fixtures on closet flanges or other attachments to piping or building substrate. D. Install wall-mounting fixtures with tubular waste piping attached to supports. E. Install fixtures level and plumb according to roughing-in drawings. PLUMBING 22 00 00- 12 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 F. Install water-supply piping with stop on each supply to each fixture to be connected to water distribution piping. Attach supplies to supports or substrate within pipe spaces behind fixtures. Install stops in locations where they can be easily reached for operation. G. Install trap and tubular waste piping on drain outlet of each fixture to be directly connected to sanitary drainage system. H. Install tubular waste piping on drain outlet of each fixture to be indirectly connected to drainage system. I. Install tanks for accessible, tank-type water closets with lever handle mounted on wide side of compartment. J. Install toilet seats on water closets. K. Install faucet-spout fittings with specified flow rates and patterns in faucet spouts if faucets are not available with required rates and patterns. Include adapters if required. L. Install water-supply flow-control fittings with specified flow rates in fixture supplies at stop valves. M. Install faucet flow-control fittings with specified flow rates and patterns in faucet spouts if faucets are not available with required rates and patterns. Include adapters if required. N. Install shower flow-control fittings with specified maximum flow rates in shower arms. O. Install traps on fixture outlets. 1. Exception: Omit trap on fixtures with integral traps. 2. Exception: Omit trap on indirect wastes, unless otherwise indicated. P. Install escutcheons at piping wall and ceiling penetrations in exposed, finished locations and within cabinets and millwork. Use deep-pattern escutcheons if required to conceal protruding fittings. Q. Set showers in leveling bed of cement grout. R. Seal joints between fixtures and walls, floors, and countertops using sanitary-type, one-part, mildew-resistant silicone sealant. Match sealant color to fixture color. Sealants are specified in Section 07 92 00 "Joint Sealants." 3.9 CONNECTIONS A. Drawings indicate general arrangement of piping, fittings, and specialties. B. Connect fixtures with water supplies, stops, and risers, and with traps, soil, waste, and vent piping. Use size fittings required to match fixtures and existing plumbing system. PLUMBING 22 00 00- 13 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 3.10 FIELD QUALITY CONTROL A. Verify that installed plumbing fixtures are categories and types specified for locations where installed. B. Check that plumbing fixtures are complete with trim, faucets, fittings, and other specified components. C. Inspect installed plumbing fixtures for damage. Replace damaged fixtures and components. D. Test installed fixtures after water systems are pressurized for proper operation. Replace malfunctioning fixtures and components, then retest. Repeat procedure until units operate properly. 3.11 PROTECTION A. Provide protective covering for installed fixtures and fittings. B. Do not allow use of plumbing fixtures for temporary facilities unless approved in writing by Owner. 3.12 CLEANING A. Clean and disinfect water-distribution piping as follows: 1. Purge new water-distribution piping systems and parts of existing systems that have been altered, extended, or repaired before use. 2. Use purging and disinfecting procedure prescribed by authorities having jurisdiction or, if method is not prescribed by authorities having jurisdiction, use procedure described in AWWA C651 or do as follows: a. Fill system or part of system with water/chlorine solution containing at least 50 ppm of chlorine; isolate and allow to stand for 24 hours. b. Drain system or part of system of previous solution and refill with water/chlorine solution containing at least 200 ppm of chlorine; isolate and allow to stand for 3 hours. c. After standing time, flush system with clean, potable water until no chlorine remains in water coming from system. d. Submit water samples in sterile bottles to authorities having jurisdiction. Repeat procedure if biological examination shows evidence of contamination. B. Prepare reports of purging and disinfecting activities. END OF SECTION 22 00 00 HEATING AND VENTILATION 23 00 00- 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 23 00 00 – HEATING AND VENTILATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Finned Radiation. 2. Repair of existing radiation. 3. Range exhaust ductwork. 1.2 RELATED SECTIONS A. Section 11 31 00 “Rsidential Appliances” 1.3 SUBMITTALS A. Product Data: For each type of product indicated, include the following: 1. Data Sheet: Indicate materials of construction, finish, and mounting details; and performance data including throw and drop, static-pressure drop, and noise ratings. PART 2 - PRODUCTS 2.1 FINNED RADIATION 1. Basis-of-Design Product: Subject to compliance with requirements, provide Sterling Radiator Company ‘Kom-Pak’ hydronic perimeter baseboard radiation, or comparable product by one of the following: a. Modine. b. Slant-Fin. 2. Bare element: ¾-inch copper tube size, 2 ¼ in. by 2 ½ in. fin size of 0.011 in. thick aluminum, 50 fins per foot. Lengths listed on drawings are finned lengths. 3. Enclosure: heavy gauge cold rolled steel. a. Finish: Baked enamel. b. Enclosure includes back plate, snap-in brackets, ‘silent glide’ shoe, damper and access panel at valve. Furnish all end brackets, joiners, etc. as required. Brackets shall be provided at three-feet on center, maximum. 4. Control valve: Self-contained. HEATING AND VENTILATION 23 00 00- 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 2.2 EXISTING FIN TUBE COVERS AND CONTROL VALVES A. Relocation of existing equipment: 1. Relocate thermostats and wiring from radiation control valves as indicated in the Drawings. 2. Test each control valve / thermostat combination; report to the Architect any failures that need to be addressed for proper operation of the heating system. 2.3 DUCTWORK A. Kitchen range hood ducts 1. Comply with manufacturer’s instructions for venting range hood. 2. Conform to SMACNA, Architectural Sheet Metal manual. 3. Use duct size required by the range hood, either 3 ¼” x 10” or 7” round; vent directly up through the roof. 2.4 DUCT SEALING A. Mastic 1. 1. Basis-of-Design Product: Subject to compliance with requirements, provide ‘Versi- Grip 181’ by Hardcast mastic, or a comparable product by one of the following: a. McGill AirSeal b. Polymer Adhesives c. RCD Corporation 2. Base: Synthetic latex 3. Solids Content: 73.4% 4. VOCs: 0 g/l 5. Application Temperature: 35°F to 110°F B. Tape 1. Basis-of-Design Product: Subject to compliance with requirements, provide ‘Foil-Grip 402’ butyl tape by Hardcast, or a comparable product by one of the following: a. Berry Plastics b. Nashua. 2. Width: 2-inch or 3-inch 3. Backing: 2 mil aluminum 4. Adhesive/Sealant: 15 mil 100% solids elastomeric modified butyl 5. Peel Strength: 16 lbs. per linear inch (adhesive only) 6. Tensile Strength: 955 psi avg. 7. Flexibility: Excellent, no cracking. 8. Bonding Time: Instant high tack, full bond 24 hours 9. Time to Test: Immediate. 10. Service Temperature: -20°F to 200°F. 11. VOC: 0 g/l 12. Pressure Classes: SMACNA ½, 1, 2, 3, 4 and 6 inches w.g. 13. Seal Classes: SMACNA A, B, C HEATING AND VENTILATION 23 00 00- 3 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 PART 3 - EXECUTION 3.1 INSTALLATION A. Install fin tube radiation according to the written instructions of the manufacturer. B. Relocation of existing equipment: 1. Relocate thermostats and wiring from radiation control valves as indicated in the Drawings. 2. Test each control valve / thermostat combination; report to the Architect any failures that need to be addressed for proper operation of the heating system. C. Existing Fin Tube Enclosures. 1. Clean and repair existing covers as indicated on the Drawings and as found during construction. Reinstall on matching fin-tube units. D. Ducts 1. Coordinate with range and roof cap installation. 2. Seal all duct seams with tape and mastic. E. Duct Sealing 1. Comply with mastic or tape manufacturer’s instructions. 2. 3.2 ADJUSTING A. After installation, adjust and balance the hydronic heating system for both apartments. B. Make alteration, additions, or adjustments necessary for a complete and functioning system, and repair damage to the work of other trades without additional expense to the Owner. END OF SECTION 23 00 00 ELECTRIC AND LIGHTING 26 51 00 - 1 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 SECTION 26 51 00 – ELECTRIC AND LIGHTING PART 1 - GENERAL 1.1 SUMMARY A. B. This Section includes the following: 1. Modification of existing service and addition of a new service. 2. Modification of existing circuits to form a new apartment with a separate panel. 3. Modification of existing phone and CATV circuits to divide into two independent apartments. 4. Modification of existing fire alarm and notification system to accommodate a new apartment. 5. Interior lighting fixtures, lamps, and ballasts. 1.2 RELATED SECTIONS A. Section 11 31 00 “Residential Appliances” 1.3 SUBMITTALS A. Product Data: For each electrical component, device or accessory and for each type of lighting fixture. Include data on features, accessories, finishes. B. Proprietary Specificatons: For selected products. 1. Note that some of the following specifications are proprietary, and no substitutions will be accepted. 1.4 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with NFPA 70. ELECTRIC AND LIGHTING 26 51 00 - 2 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Apartment Electric Panel / load center; 1. Basis-of-Design Product: Subject to compliance with requirements, provide Square D ‘NQOB Bolt-on’ panelboard, or a comparable product by one of the following: a. General Electric b. Westinghouse 2. Size: 120/208V, 1-phase, 3-wire, 125 amperes. 3. UL listed: for aluminum and/or copper wire, insulated groundable neutral, provisions for single and double pole breakers and isolated panel grounding lug. 4. Circuit breakers: plug-in, thermal magnetic, manually operated, fully temperature compensated, molded case-type with positive trip-free operation on abnormal overloads with quick-make and quick-break contact under both manual and automatic operation. a. Contacts: non-welding silver alloy adequately protected with effective and rapid arc interruption facilities. b. Tripping: each pole shall be equipped with an inverse time delay thermal overcurrent trip element and magnetic instantaneous overcurrent elements for common trip of all poles. c. Ratings, circuit breakers: 20 amp unless otherwise noted, with an interrupting capacity of 5,000 (10,000) asymmetrical amps. 5. Cabinet: made to mount in a 3-1/2 inch stud wall. B. Meter and Breaker equipment: 1. Basis-of-Design Product: Provide a separate electric meter, a Square D Wall mounted EZ Meter-Pak or a comparable product by one of the following: a. General Electric b. Westinghouse, As approved by the electric supplier, National Grid 2. Basis-of-Design Product: The design for each lighting fixture is based on the product named. Subject to compliance with requirements, provide either the named product or a comparable product by one of the other manufacturers specified. 2.2 ALARMS A. Alarm equipment: UL listed, comply with NFPA 72, compatible with existing alarm system. B. Add signals from a new apartment to the existing alarm panel located in the south entry to Tobin Manor. C. Basis-of-Design Products: The design for each alarm fixture is based on the product named. Subject to compliance with requirements, provide either the named product or a comparable product by one of the other manufacturers specified below; 1. Notifier. 2. Fike. 3. BRK. ELECTRIC AND LIGHTING 26 51 00 - 3 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 D. Alarm Sounder: Edwards Signaling 871 DC Series: 1. Operating range: -20% to +10% of nominal voltage. 2. Heavy duty die cast housing. 3. Adjustable output: 78 to 101 dB. 4. 200 hour rating. E. Smoke Detector: BRK 7010BSL (proprietary specification). 1. Integrated smoke alarm and strobe light. 2. Operating Voltage: 120V AC 60 Hz. 3. Current (standby): 0.05/0.60 A (standby/alarm). 4. Photoelectric. 2.3 ELECTRIC WIRING AND DEVICES A. Electrical Metallic Tubing (EMT) shall be used for all raceways run in walls or parttions, run exposed inside the building, or run concealed in or above furred spaces. 1. Comply with NEMA. Wire and cables: 2. General Electric, Okonite, Standard, or approved equal. 3. Conductors: a. 98 percent conductivity copper, b. 600 volt insulation, 4. Lighting circuit conductors: a. #12 AWG minimum, Type AVA, AVB, AWM, FE, or approved equal. 5. Fire alarm wiring: a. Continuous conduit system of type and size recommended by the alarm equipment manufacturer. 6. Feeders from distribution panels to apartment load center panels a. Non-metallic sheathed cable. b. Type SEU. 1) Three copper conductors plus concentric neutral. 7. Branch circuits feeding ranges 1) Type SE service entrance cable. a) Three copper conductors plus concentric neutral. 8. Concealed branch circuit wiring a. Type NM, non-metallic sheathed cable. B. Wiring Devices: The design for each device is based on the product named. Subject to compliance with requirements, provide either the named product or a comparable product by one of the other manufacturers specified below; 1. Arrow Hart. 2. Levitron. C. Switches: Hubbell 122121 1. Provide specification grade, flush mounting, quiet-operating AC type, with toggle operator, heat-resistant plastic housing and self grounding metal strap. Silver or silver alloy contact. Rated 20A at 120-277V and capable of full capacity on tungsten or fluorescent lamp load. Design for side or back wiring with up to Number 10 wire. ELECTRIC AND LIGHTING 26 51 00 - 4 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 Verified by UL to meet or exceed federal Specification WS-896E. Use double-pole type, as indicated on drawings or required. Provide Ivory color unless otherwise noted. D. Receptacles: Hubbell 1. Provide receptacles with nylon face, high grade brass alloy triple wide contacts. Conform to NEMA WD1 and WD6. UL listed to Federal Spec WC-596-F 2. Provide 2 pole, 3 wire grounding type with a green colored brass hexagonal equipment grounding screw. Grounding system shall be rivetless, single piece brass with no mechanical connections in the primary path between point of ground wire termination and ground blades. Provide isolated ground type where indicated on the Drawings. 3. Use 15 Amp rated devices except where other devices are indicated on the drawings. Also provide 20 Amp rated devices for single receptacles on 20 Amp circuits. All devices connected to the emergency system are to be red in color. E. Range Receptacle: NEMA 10-50R (3P, 3W, 50A, 125/250 V); Bryant's 9306, Crouse- Hinds/AH's 7985N, General Electric's GE4152-3, Hubbell's 7962, Leviton's 5206GR, or Pass & Seymour's 3890. 2.4 LIGHTING FIXTURES AND COMPONENTS, GENERAL REQUIREMENTS A. Recessed Fixtures: Comply with NEMA LE 4 for ceiling compatibility for recessed fixtures. B. Incandescent Fixtures: Comply with UL 1598. Where LER is specified, test according to NEMA LE 5A. C. Fluorescent Fixtures: Comply with UL 1598. Where LER is specified, test according to NEMA LE 5 and NEMA LE 5A as applicable. D. Metal Parts: Free of burrs and sharp corners and edges. E. Sheet Metal Components: Steel, unless otherwise indicated. Form and support to prevent warping and sagging. F. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under operating conditions, and designed to permit relamping without use of tools. Designed to prevent doors, frames, lenses, diffusers, and other components from falling accidentally during relamping and when secured in operating position. G. Reflecting surfaces shall have minimum reflectance as follows, unless otherwise indicated: 1. White Surfaces: 85 percent. 2. Specular Surfaces: 83 percent. 3. Diffusing Specular Surfaces: 75 percent. 4. Laminated Silver Metallized Film: 90 percent. H. Plastic Diffusers, Covers, and Globes: 1. Acrylic Lighting Diffusers: 100 percent virgin acrylic plastic. High resistance to yellowing and other changes due to aging, exposure to heat, and UV radiation. ELECTRIC AND LIGHTING 26 51 00 - 5 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 a. Lens Thickness: At least 0.125 inch (3.175 mm) minimum b. unless different thickness is indicated. c. UV stabilized. 2.5 BALLASTS A. Electromagnetic Ballasts for Linear Fluorescent Lamps: Comply with ANSI C82.1; energy saving, high-power factor, Class P, and having automatic-reset thermal protection. 1. Ballast Manufacturer Certification: Indicated by label. B. Ballasts for Compact Fluorescent Lamps: Electronic programmed rapid-start type, complying with ANSI C 82.11, designed for type and quantity of lamps indicated. Ballast shall be designed for full light output unless dimmer or bi-level control is indicated: 1. Lamp end-of-life detection and shutdown circuit. 2. Automatic lamp starting after lamp replacement. 3. Sound Rating: A. 4. Total Harmonic Distortion Rating: Less than 20 percent. 5. Transient Voltage Protection: IEEE C62.41, Category A or better. 6. Operating Frequency: 20 kHz or higher. 7. Lamp Current Crest Factor: 1.7 or less. 8. BF: 0.95 or higher, unless otherwise indicated. 9. Power Factor: 0.95 or higher. 10. Interference: Comply with 47 CFR, Chapter 1, Part 18, Subpart C, for limitations on electromagnetic and radio-frequency interference for nonconsumer equipment. 11. Ballast Case Temperature: 75 deg C, maximum. 2.6 LAMPS A. T8 Rapid-Start Fluorescent Lamps: Rated 32 W maximum, nominal length 48 inches (1220 mm), 2800 initial lumens (minimum), CRI 75 (minimum), color temperature 3500 K, and average rated life 20,000 hours, unless otherwise indicated. B. T8 Rapid-Start Fluorescent Lamps: Rated 17 W maximum, nominal length of 24 inches (610 mm), 1300 initial lumens (minimum), CRI 75 (minimum), color temperature 3500 K, and average rated life of 20,000 hours, unless otherwise indicated. C. Compact Fluorescent Lamps: 4-Pin, CRI 80 (minimum), color temperature 3500 K, average rated life of 10,000 hours at 3 hours operation per start, unless otherwise indicated. 1. 13 W: T4, double or triple tube, rated 900 initial lumens (minimum). 2. 18 W: T4, double or triple tube, rated 1200 initial lumens (minimum). 3. 26 W: T4, double or triple tube, rated 1800 initial lumens (minimum). 4. 32 W: T4, triple tube, rated 2400 initial lumens (minimum). 5. 42 W: T4, triple tube, rated 3200 initial lumens (minimum). 6. 55 W: T4, triple tube, rated 4300 initial lumens (minimum). ELECTRIC AND LIGHTING 26 51 00 - 6 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 2.7 LIGHT FIXTURES A. BATHROOM, WALL MOUNTED 1. Progress P7114-60EB a. 26-3/4” x 4-1/4” b. One-piece, vacuum formed white acrylic diffuser c. (2) T8 fluorescent lamps, Bi-pin twist-in d. UL-damp location listed e. Energy Star certified. B. KITCHEN, ‘A’ FIXTURE 1. Progress P7278-60EB a. 18” x 28” b. White acrylic soft cloud diffuser c. (4) F17T8 fluorescent lamps d. 120V NPF electronic ballast e. Energy Star certified. C. KITCHEN, ‘E’ FIXTURE 1. Progress P7280-60EB a. 18” x 52” b. White acrylic soft cloud diffuser c. (4) F32T8 fluorescent lamps d. 120V HPF electronic ballast e. Energy Star certified. D. ‘B’ FIXTURE 1. Progress P3433-30WB a. 11-1/4” diam. , 3-5/8” deep b. White acrylic cloud diffuser c. (2) 13W GU-24 d. UL-CUL Damp location listed e. Energy Star certified. ELECTRIC AND LIGHTING 26 51 00 - 7 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 E. ‘C’ FIXTURE 1. Progress P3433-30WB a. 11-1/4” diam. , 3-5/8” deep b. White acrylic cloud diffuser c. (2) 13W GU-24 d. Energy Star certified. F. ‘D’ FIXTURE 1. Progress P7327-09WB a. 15-1/4” diam., 10-9/16” height from ceiling b. White glass bowl c. (2) 13W Quad CF (4-pin) d. Canopy for 4" e. Energy Star certified. PART 3 - EXECUTION 3.1 INSTALLATION A. Lighting fixtures: Set level, plumb, and square with ceilings and walls. Install lamps in each fixture. B. Comply with NFPA 70 for minimum fixture supports. C. Suspended Lighting Fixture Support: 1. Pendants and Rods: Where longer than 48 inches (1200 mm), brace to limit swinging. 2. Stem-Mounted, Single-Unit Fixtures: Suspend with twin-stem hangers. 3. Continuous Rows: Use tubing or stem for wiring at one point and tubing or rod for suspension for each unit length of fixture chassis, including one at each end. D. Air-Handling Lighting Fixtures: Install with dampers closed and ready for adjustment. E. Adjust aimable lighting fixtures to provide required light intensities. F. Connect wiring according to Division 26 Section "Low-Voltage Electrical Power Conductors and Cables." ELECTRIC AND LIGHTING 26 51 00 - 8 Northampton Housing Authority Tobin Manor, Vacancy Congregate Conversion MA DHCD # 214089 2/26/2015 3.2 FIELD QUALITY CONTROL A. Test for Emergency Lighting: Interrupt power supply to demonstrate proper operation. Verify transfer from normal power to battery and retransfer to normal. B. Prepare a written report of tests, inspections, observations, and verifications indicating and interpreting results. If adjustments are made to lighting system, retest to demonstrate compliance with standards. END OF SECTION 26 51 00