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Building Permit #803 - Fountain Drive 5/23/2013
TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: 03— Date Received Date Issued -x� - I a? IMPORTANT: Applicant must complete all items on this page LOCATIONov�k��,�� ant: S, PROPERTY OWNER`� � �"`��� Print 10 ear Old Structure es no . MAP NO: PARCEL: ZONING' DISTRICT: Historic:District yes na Machine.Shop Village yes �nc TYPE OF IMPROVEMENT ❑ New Building ❑ Addition ❑ Alteration mtepair, replacement ❑ Demolition ❑ Septic ❑ Well -0 Water/Sewer PROPOSED USE Residential Non- Residential ❑ One family ❑ Two or more family No. of units: ❑ Industrial ❑ Commercial ❑ Others: ❑ Assessory Bldg ❑ Other ElFloodplain. ❑ Wetlands 0 Watershed District DESCRIPTION OF WORK TO BE F''tlC-UKIVIC ,P�N5�,YIA � ►—\ gin(\. n OWNER: Name: NOS Address: CONTRACTOR N Address:�y\ear 0 Please Type or Print Clearly) D Supervisor's Construction License:C,;S Exp. Home Improvement. License: 1114 LAC) Exp. I i�/- Al- S�201 Date:. ry 11 Date: q NILA ARCHITECT/ENGINEER l., � one: � �� � 2� �J�b3� Address:A �%1k Q)Ov-e, ij 3�� (0{ > Reg. No. FEES E UL . B LDI�6 PERMIT: $102 Oo PE $1000.00 OF THE TOTAL ESTIMATED COST BASEEDrON� 2 .00 PER S.F. Total Project Cost: $ � 61 1 FEE: Check No.: 107*-- Receipt No.:A� f. k NOTE: Persons contracting with unre ed contractors do not have access to the gua41-tv- ran and :Signature of Agen t/Owner Signature of contractor Pians qi ihmitted M Plans Waived ❑ Certified Plot Pian ❑ Stamped Plans Location No. �C�3 -1� Date �I� TOWN OF NORTH ANDOVER. Certificate of Occupancy $ Building/Frame Permit Fee Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # 1 r 26436 Building Inspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ .. .Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private (septic tank, etc. ❑ permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF a U FORM DATE REJECTED PLANNING & DEVELOPMENT ❑ COMMENTS CONSERVATION COMMENTS HEALTH COMMENTS DATE APPROVED Reviewed on Signature Reviewed on Signature Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes _ Planning Board Decision: Comments Conservation Decision: Comments Water & Seager Connection/sDriveway Permit DPW ']Gown ]Engineer: Signature: Located 384 Osgood Street FIR- ®EPARTit ENT - Temp Dumpster on site Located at'124 MainStreet Fire Deparitment signature/date COMMENTS yes, no Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Motor location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A -7F and G min.$100-$1000 fine ►oc.Building Permit Revised 2010 Building Department The following is a list of the required forms to be filled out for the appropriate. permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work ❑ - Engineering Affidavits for Engineered products MTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks o Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products COTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) o Building Permit Application o Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products 10TE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. one copy and proof of recording must be subm:ated with the building application Doc: Doc.Bui?ding Permit Revised 2012 Tel. 781-329-9755 Fax. 781-329-7696 ALPHA CONTRACTING ASSOCIATES, INC. R O. Box 870 Dedham, MA 02026 m m m m y m y m I- 0 C � n O CID n Z N O of SU _• ErO to N � o � vCD <Q o C = % C _ CD CD O CD 00 Go 3 O N. CO C � v 0 0 o 0 70 CD a C CD Z m cnO 0 q r1.•1 m —I -v cn z O cn E; CD N O, O CD n CD 0 o U m N. � v vs L C 'n ., CL m CD cn W y O SD --I CD CD 2 CL N > O O O ,nF CQ O- 7 tn. 0 O s CD n S O �D •p � O (Q o 0, a' rt CL 0 CQ O C _ N �CD U)CD CD CD CL r m 0 �� O R.CM C O • CD S C CD O CA CA CDCD ,. 0 aCD o @� Lv O O O Q. ft O • 4 1 Ln 3 (D Ln '� z O Co •n m a 3 z -� 7 O vDi V -q M 3 O O s m m n Z V M 0 M O � .0 C W Z M rn 0 S O O � O n. p 3 C 3 Z cZi� m [D n O � n s :3 CD > v o x m x p 4� • 1 0YWNER-CONTRACTOR AGREEMENT Commonwealth of Massachusetts Department of Housing and Community Development This agreement made the 28" day of February, 2013, by and between North Andover Housing Authority, hereinafter called the "Owner", and Alpha Contracting Associates, Inc., hereinafter called the "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 Window & Storm Door Replacement at the Fountain Drive 667-1 Elderly Housing Development prepared by Luna Design Group., acting as, and referred to in the Contract Documents as the "Architect". Article 2. Time of Completion: The Contractor shall commence work under this Contract on the date specified in the written "Notice to Proceed" and shall bring the Work to Substantial Completion within 84 calendar days of said date. 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. One -Hundred Eighty -Seven Thousand dollars 15187._ 000 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. Article 5. Reap Certification: Pursuant to M.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 6. 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 7. Validation: This Contract will not be valid until signed by the Department of Housing & Community Development. In Witness whereof, the Parties Hereto Have Caused This Instrument to be executed Under Seal. CONTRACTOR ALPHA CONTRACTING ASSOCIATES INC. 20 MULLBERRY LAND, DR HAM, MA 02026 Ad s By: Signature d Se Witness: j✓� AWARDING AUTHORITY NORTH ANDOVER HOUSING AUTHORITY Z2, 1 :\:�v Signature , Tile & Sea Attest: 4 In accord nce with M.G.L. 12113, and Revisio thereto DEPART -9 OF HgUB#�IG JND COMMUNITY DEVELOPMENT %/ f Undersecretary or Designee Date: ,4- 0. DHCD S100K-S10M Owner -Contractor Agreement c149 09/2009 Nee 1 of 1 OP ID: AN CERTIFICATE OF LIABILITY INSURANCE 70311(MMIDOIYYYY) 5N 3 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER 781.642-9000 'astern States Insurance 781.647670 4gency, Inc. ill Prospect Street Naltham, MA 02453 NAMCONTACT PHONE c E EA: noD sst ctamalr�lin, • ALPHA -2 INSURED Alpha Contracting Assoc. Inc. INSURER A:Arbella Protection Insurance 41360 20 Mulberry Lane INSURERS: Dedham, MA 02026 (INSURER C: INSURER 0 : INSURER E INSURER F COVFROGFS rCRTICIr1k'r9 KilIUMCD. Devrmnsr sruasoro. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE North Andover Housing g THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN POLICY NUMBER MMID MMIDDtYWY) LIMITS AUTHORIZED REPRESENTATIVE _ GENERAL LIABILITY r�— EACH OCCURRENCE f 1,000,00 A X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE D OCCUR X 8500052967 10119112 10/19/13 PREMISES jEa occurrence f 100,08 MED EXP (Any one person) f 10,000 X X,C, U PERSONAL & ADV INJURY f 11000,00 Contractual incl GENERAL AGGREGATE f 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS- COMPIOP AGG f 2,000,00 PROPOLICY "C X LOC f A AUTOMOBILE LIABILITY ANY AUTO 5089400004 10/19/12 10/19/13 COMBINED SINGLE LIMIT (Ea accident) 1,000,00 BODILY INJURY (Per person) f rxx ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS BODILY INJURY (Per accident) f PROPERTY DAMAGE (Per accident)f NON•OWNED AUTOS f f X UMBRELLA LtASOCCUR HCLAIMS-MADE EACH OCCURRENCE f 5,000,00 A EXCESS UAB 600053310 10!19112 10119113 AGGREGATE f 5,000,00 DEDUCTIBLE f X RETENTION f 10,000 f A AND EMPLOYERS' LIABILITY AN(PROPRIIMBER EAR UDED CUTIVE YIN OFFICER/ME(Mandatoryfn NH) If yyes,N under OF DESCRIPTION OF OPERATIONS below N r A C 911919 10/19112 10119/13 X WC TORY RY LIMITS ER E L EACH ACCIDENT f 1,000,00 E.I. DISEASE - EA EMPLOYEE f 1,000,00 E1 DISEASE - POLICY LIMIT f 1,000,000 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule if more space Is required) PROJECT: Window & Storm Door Replacement at Fountain Drive 6674. North Andover Housing Authority Is included as additional insured with regards to General Liability policies where required by written contract or agreement. NORTHAN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE North Andover Housing g THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Authority ACCORDANCE WITH THE POLICY PROVISIONS. 310 Greene Street AUTHORIZED REPRESENTATIVE _ North Andover, MA 01845 r�— W IVDU-LUUU AGUKU GUKNUKATION. All rights reserved. ACORD 25 (2009109) The ACORD name and logo are registered marks of ACORD Massach,setts - Department of Public Safety Board of Building Regulations and Standards Construction Supers icor License: CS -084532 ANTHONY BOUTALIS 20 MULBERRY HANE DEDHAM MA 02026 Expiration 1112312014 Commissioner I Office of Consumer Affairs & B smess Regulation -+ HOME IMPROVEMENT CONTRACTOR Type: Registration .144057 Expiration 9/2/2014 Public Corpora' AL A CONTRACTING ASSOCIATES, INC. ANTHONY BOUTALIS _._ - {I 20 MULBERRY LANE ry DEDHAM, MA 02026 Undersecretary i The' commonwealth of Massachusetts Department of Fire Services - Ofrlce S of the tate. Fire Marshal. i P: 0. Bos.1025 StatcRcad, Stow -MA 01775 . APPLICATION FOR PERMIT Date: N. A n'd o v e r P ermit'NO 7C or Town.) (Applicable) Dig.Safe Numb La accordance with the provisions of KCr-L. Chapter 10 as provided in Section 5.27 C M'R 34 application is -hereby made Start Date /� ` t '( Full.name.cfpersoo, Fimi os-torpontioa) ' Address �! +` r l 'State clearly - 4 "� '\`'� c� l C ` f ' kn R'� n.. KA pi?rP asc for ' (Street arP.O. Bax city at, Town) which pemut . is requested For permission to locate dumpster for constr -inn/r nnvpt; an Lemnl i t; nn Of buildlnF. Comments= . dumpster must be .25' • from structure or .covere P . se at ( Give location by street andno, nrdacri cin suchmanaer as, to provied adequate idcatifcation of location) ?`fame of competentaperator Cert No. (lfAppficable ) Datclssued-rejected Alt, y ? 2 G By (Signature of Applicsnt ) Date of expiration g 50.00 paid Due cut Thn C Health of Massachusetts Department of Fire Services Office of the State Fire A4arshal P. 0. Box 1025 Stat- Road, Stow, IvLk 01775 PERMIT North Andover Date:� Y ermR No 9 ( City of Town) 3. (if Applicable) : Dig Safe Number In accordance with the provisions of M Gl._l 4 8 Chapter_ J_Q_ asprovided in section 5 7 7 2 34 Start Date ,'This Permit is granted to: Full name of person, Firm or Corporation Permissionto locate dumpster for construction/renovation/demolition of building. Co=ems: dumpster must be. 25' from structure if unable to Place with required Rcstrictions:clearance dumpster must be covered with 1 wood or tarp end of work -day at ( Give location by street a_ud no., or descnbc in such manner as t ovied ade matt identification of 1•ocatioa ) Fee Paid .S 50.00 N `' J Fire Chief This Permit will cxpir l� (S ignature of offical ;ranting permit) Ofzical`gr peraut (Tide) The Commonwealth of Massachusetts Department oflndustriglAccidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass gov/ilia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): k W `i 1 cl. Address: v�b�r c tot City/State/Zip. n rn l i A & I C)-�OI(O Phone #: ` I ZZ -32 Ig " ej fJ Are y1n an employer? Check the appropriate box: Type of project (required): 1. Y I am a employer with 4. ❑ I am a general contractor and I 6. ❑ Nconstruction employees (full and/or part-time).* have hired the sub -contractors 94 2. ❑ I am a sole proprietor or partner- listed on the attached sheet. # ? emodeling ship and'have no employees These sub -contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. g E] Building addition [No workers' comp. insurance 5. El We are a corporation and its 10.❑ Electrical repairs or additions required.] officers have exercised their 3111 am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself. [No workers' comp. c.152, § 1(4), and we have no 12. ❑ Roof repairs insurance required.] r employees. [No workers' q � 13.n Other comp. insurance required.] *Any applicant that checks box #1 must also fill out the section below showing their workers' compensation policy information. T Homeowners who submit this affidavit indicating they ai•e doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub -contractors and their workers' comp. policy information. I am an employer that is providing workers' compensation insurance for my employees Below is the policy and job site information. A ^ i "V_ Insurance Company Name: AA -6 U� Policy # or Self -ins. Lic. #: �l� `� ` '1 Expiration Date: 1 "1 Job Site Address: -0 C31 tsu Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required -under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to $250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certto under the pain penalties ofperjury that the information provided above is true and correct. Signature: Date: -b I 2 3 13 Phone #: (01'I — bctZ" (oGKlk, Official use only. Do not write in this area, to be completed by city or town official. City or Town: PermitUcense # Issuing Authority (circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other - - Contact Person: Phone #: Information and Instruction's Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as "an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that "every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced -acceptable evidence of compliance with the insurance coverage required" Additionally, MGL chapter 152, §25C(7) states "Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub -contractors) name(s), address(es) and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies (LLC) or Limited Liability Partnerships (LLP) with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information (if necessary) and under "Job Site Address" the applicant should write "all locations in (city or town)" A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.) said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth ofMassachvsPtts Department of Industrial .A,ccidonts Office of Intvestigations 600 Washiugtou Street Boston} M.A. 02111 Te. L # 617-7274900 oxt 406 or 1-877;MASSAFE Revised 5-26-05 Fax # 617-727-7749 wwwMass.gov/dia NY C Z N D. H —1 0 D i� r � i i i 77 \ � R \ Walkwa ,� \ Driveway \ F��—! _ a Awa �F ----- - --1 rn03 r40 - N H A Driveway m C C Z N v D co C0 m m -4 :i;:' vi"bn�i?:it:}':'::: ?3%:?:?j?;:.:4ii:Yr� ?' {•Y��?�:(��'+��t!�'�:?:}v{: Ju: EAST WATER STREET <m.--'"-< =�v�nmz 0-n BIZ O PROJECT MANUAL MODERNIZATION OF STATE AIDED PUBLIC HOUSING WINDOW & STORM DOOR REPLACEMENT STATE -AIDED DEVELOPMENT: Fountain Drive 667-1 Elderly Housing Development NORTH ANDOVER, MASSACHUSETTS massachusetts Department of DHCD FISH# 196033 DOVER HOUSING AUTHORITY PROJECT ADDRESS: treet Fountain Drive r, MA 01845North F Andover, MA 01845 -682-3932 FAX: 978-794-1142 Edward Snell, Chairman Mary Beth Soucy, Board Member John Driscol, Vice -Chair Stephen Long, Board Member Madeleine Sutcliffe, State Appointee Joanne Comerford PMH, Executive Director Architect Luna Design Group 100 Conifer -Hill Drive Suite, 405 Danvers, MA 01923 Telephone: (781) 245-6530 FAX: (781)245-6508 Email: luna(aMunadesign.com DATE: December 17, 2012 DHCD 9/9/2009 Industrial Hygienist CARDNO ATC 600 West Cummings Park, Suite 5450 Woburn, MA 01801-6350 Telephone: (781) 932-9400 FAX: (781) 932-6211 Email: davidnitchell(@cardno.com TITLE SHEET 1 OF 1 00.01.01 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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.................................................................................................................2 00.21.00 Instructions to Bidders..................................................................................................... 7 eBidding Registration Instructions................................................................................. 3 00.41.00 Form for General Bid....................................................................................................... 2 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 CONDITIONS OF THE CONTRACT Section 01.26.00 - 00.72.00 General Conditions of Contract..................................................................................... 26 i I EQUAL EMPLOYMENT OPPORTUNITY & SUPPLIER DIVERSITY PROGRAM REQUIREMENTS 1 f` 00.73.36 Equal Employment Opportunity Requirements...................................................................3 Sample Construction Change Directive Form................................................................... 00.73.36.01 Form of General Contractor's Equal Employment Certification.....................................................1 Section 01.29.00 - 00.73.36.02 Form of Subcontractor's Equal Employment Certification..............................................................1 00.73.36.04 EEO Weekly Manpower Report Forms..........................................................................................1 Sample Application for Payment Cover Sheet - Form ...................................................... 00.73.39 Supply Diversity Program...................................................................................................4 01.29.00.02 00.73.39.01 Form of SDO Certified MBE/WBE Participation Schedule.............................................................1 2 00.73.39.02 Form of SDO Letter of Intent..........................................................................................................1 Project Management and Coordination.................................................................... 00.73.39.05 Affidavit of Payment to MBEM/BE.................................................................................1 PREVAILING WAGES AND LABOR REGULATIONS Section 00.73.43 - Prevailing Wages and Labor Regulations..........................................................1 Scheduled of Massachusetts Prevailing Wage Rates.....................................................................39 SPECIFICATIONS DIVISION 1 — GENERAL REQUIREMENTS Section 01. 11.00 - Summary of Work..................................................................................................... 3 Section01.22.00 - Unit Prices................................................................................................................ 1 Section 01.25.00 - OR EQUALS — Product Substitutions Procedures ................................................... 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 ............................................. 2 Section 01.31.00 - Project Management and Coordination.................................................................... 4 DHCD 7/1/11 TABLE OF CONTENTS 00.01.10 1 OF 3 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 Section 01.33.00 - Submittals- Shop Drawings, Product Data and Samples...........................................3 Section 01.45.00 - Quality Control......................................................................................................... 4 Section 01.50.00 - Temporary Facilities and Controls..............................................................................6 Section 01.73.29 - Cutting & Patching.....................................................................................................4 Section 01.74.13 - Progress Cleaning — Final Cleaning.............................................................................3 Section 01.74.19 - Construction and Demolition Waste Management.....................................................2 01.74.19.01 Pre -Construction Waste Management Report Form for Mandatory Recycling ................. 1 01.74.19.02 Pre -Construction Waste Management Report Form for Voluntary Recycling .................... 1 Section 01.77.00 - Project Close Out Procedures.................................................................................... 3 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 02.24.10- Selected Demolition............................................................................................ 8 Section 02.82.00 Asbestos Remediation..............................................................................................20 Exhibit A — Industrial Hygienist ACM Report.................................................................................12 DIVISIONS 3 — 5 NONE DIVISION 6 Section06.20.00- Finish Carpentry ...............................................................................................6 DIVISION 7 Section 07.92.13- Elastomeric Joint Sealants...... DIVISION 8 Section 08.11.66.23- Aluminum Storm Doors ..... Section 08.16.13- Fiberglass Doors ................... Section 08.53.13- Vinyl Windows ...................... DIVISION 9 Section 09.91.00- Painting .............................. DIVISIONS 10 —11 NONE DIVISION 12 Section 12.24..13 — Roller Shades .................. DIVISIONS 13 -16 NONE 7 .............................................................6 ................................................................6 .................................................................4 ................................................................. 10 ........................................................4 DHCD 711111 TABLE OF CONTENTS 00.01.10 2OF3 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 LIST OF DRAWINGS T-1 PROJECT IDENTIFICATION, ABBREVIATIONS & SYMBOLS, CONSTR. STAGING PLAN, DWG. LIST D-1 DEMOLITION PLANS — BLDG. TYPES "A + "B" D-2 DEMOLITION PLAN — BLDG. TYPE "C" A-1 ELEVATIONS BLDG. TYPE "A" A-2 WINDOW DETAILS + BUILDING "B" ELEVATIONS A-3 BLDG/. TYPE "C ELEVATIONS + DETAILS DHCD 7/1/11 TABLE OF CONTENTS 00.01.10 3OF3 Advertisement The North Andover Housing Authority, the Awarding Authority, invites sealed bids from General Contractors I for the Windows Storm, & Boiler Room Doors Replacement for the North Andover Housing Authority in North Andover Massachusetts, in accordance with the documents prepared by: Luna Design Group The Project consists of UM Project Description Selective demolition of windows and doors as identified on the construction documents for replacement, along with removal of all existing window and door sealants. Installation of new vinyl windows, storm and boiler room doors, including required door hardware and finish as indicated on the construction documents. Provide all materials, labor, and construction appurtenances as necessary to complete all specified improvements in a workmanlike manner. The work is estimated to cost: $189,660.24 Bids are subject to M.G.L. c.149 §44A -J & to minimum wage rates as required by M.G.L. c.149 §§26 to 27H inclusive. 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.corn . Tutorials and instructions on how to complete the electronic bid documents are available online (click on the "Tutorial" tab at the bottom footer). General bidders must be certified by the Division of Capital Asset Management (DCAM) in the category of Doors & Windows and must submit with its bid a Certificate of Eligibility and signed Update Statement. General Bids will be received until 24 January 2013 at 4:00 P.M. and publicly opened online, forthwith. NO SUBTRADES INCLUDED: (Continue to Pg. 2) DHCD 0110112412 Page 1 or e 00.11.O0 $100K -10Mil eBidding All Bids shall be submitted electronically online at www.biddoGsonline.com no later than the date and time specified above. General 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 North Andover 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 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 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: $ 25.00 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. A Pre-bid Conference will be held at Project Site - Fountain Drive, North Andover at Building C on 16 January 2013 at 11:00 A.M. at which time the bidders will be invited to visit the project site. For an appointment call Jim Carmine at (978) 682-3932 Telephone plumber The Contract Documents may be seen in person or by electronic media at: Nashoba Blue Inc. MHC/Joseph Merrit & Co 433 Main Street 17 Everberg Road — Unit C Hudson, MA 01749 Woburn, MA 01801 978-568-1167 (781) 430-2008 Reed Construction Data Project Dog Document Processing Center 18 Graf Road Suite #8 30 Technology Parkway South, Newburyport, MA 01950 Suite 500 (978) 499-9014 Norcross, GA 30092-4578 (203) 426-0450 DHCD 01101/2012 Page 2 of 2 00.11.00 $100K -10Mil eBidding 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 1 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.tempestaamassmai1.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 — 3`d 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 2 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 Skyfie►ds 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(dbiddocsonline.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(cDbiddocsonline.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 3 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. 5.54 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 4 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.149 §§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-10Mi1 eBidding DHCD 5 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.149 §44A -J and is not debarred from bidding under M.G.L. c.149 §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 MBENVBE subcontractors - executed on a form agreeable between both parties. 9.6.3 Purchase Orders to, or Invoices from, MBENVBE 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-10Mi1 eBidding DHCD 6 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 DHCD 01/01/2012 Instruction to Bidders $100k-10MH eBidding DHCD 7 of 7 00.21.00 BidDocs ONLINE/ IAII'MNG DISTRISUTiNG MANAGING ARCWVING CONSTRUCTION WCUWNTS Wotooroa to E DX$ ONVN$ - TM Wme to prK vfaW arri obtain mcuna w smmtt btee, manapa Ptolec, nlornaw ano aecom plan ONE: CONNECTING SOLUTIONS 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. BidDocs ONLINE► STEP 2: If your company has not previously registered, click on the text LOON "Click Here To Register". r� I------- awber.&L"r s«.., r ,p y as a.. si �aFtc=e TeRen.w BidDocsSTEP 3: If your company has previously ONLINEI registered, login by entering the registered ACCOUNT email address and password and then LOGIN click the "Login" button. Pssawa � E9:vitkas5't,taA? atab....OWETft S— rwrP-Y 10 Gb 4t Note: Your company will have only one registration and must use the same password. I M+YNNtKR r y,.+r. a. rr.r�w..w�•t ae.�uar a..r,iw+.r.• trc+........ '.rnr•nn.. uryw.n.ryrrw {M.MM ..sas.n..wn Mp.•w MYrx 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. BidDocs STEP 5: Enter the email and password ONLINE► previously created during the registration LOOIN process and click "Login". CAW I iari�oddt[..a Swcn �wCYA.:. v6 &n S1 Vi.wn Wat+ly BidDocs ONLINE► ACCOUNTAUTNORUATICN r plc w'r Mp..M'm WFORMr Tho-.gwl y, tla9lryp544a wr",m bt lwwuaya MdOft*OMR1E, k.c. na kow a.Intf.wl3ftrtimae'�dars vruwai•tlw Data. Tt+atumrttri be wttwaadder¢tx . fxt.ya 1rtW Manbia Medatwwy1a RADOMlk Mfi*arwcbom Y tatbt StXWed ® +ty145llkmp Yvm,S lrcened by tkdflxstlNLf tMauGnctation+S RWt eae Na4: iwu canpnry otrnt a aJhxwN t talxvthty hdsNtuyc;, wa mal cark*4za a ttaw tumdvatnfprmaM a�brntNpB+aY)aa 414R/: tic at WaSl3 atrsryna W'sCnri:t23• tMI 9WO— . r VG 0.51 r Ot d�4tld. Ikn.t 01015 .AM01450 Am+edS .Ue AdW-bmr— t.r.p,0ut y STEP 6: After logging in, the account authorization screen will appear. You must click "Print Form" to proceed to Step 7. 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). STEP 7: Print and notarize the form (sign 8,,�,�8 oNLINErldDocs n.w•w+.M.,w+ in blue ink). Return the original "Electronic Bidder Signature Authorization Form" to BidDocs ONLINE Inc. =_ Y P, """ The mailing address is: op BidDocs ONLINE Inc. P.O. Box 51 61 Skyfields Drive (for overnight) �^ Groton, MA 01450 s1.MM M./..Mww..it�.sosWR.wl� wMw.o.. Your company is responsible for ensuring that BidDocs ONLINE receives the signed Registration 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 BidDocs ONLINE/ unique bar code will identify your bid paperwork. ..� ACCOUNTAUTMMA +hccws.�n.rw W►ONTN1T Tfo mgneitaptdValrcOy�Lan tpmncst Note: The registration form will remain !Oaw.na metlWOatuntxetherkh+m7b B.R3aa pWLME An@I rr activeff until such time that your NOY; ! tnl! LA�f My Nom! � t4MK nXEO p!+'AR � �.nSE company requests a change in the 4 person signing the form, the company "P address or other pertinent company + C;tA i, NA0N50 NM .MSg h.. k*..gM_P.. 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). I3eivi7Ste]Mci:IzI:4ZT—I -3TC TO THE AWARDING AUTHORITY A. The undersigned proposes to furnish all labor and materials required for for the PROJECT HOUSING AUTHORITY in Massa tts TOWN in accordance with Contract Documents prepared by AV Name of Engineer/Architect ON For the contract price specified below, subject to additions and deductions according to the of the specifications. B. This bid includes addenda numbered C. The proposed contract price is: ars $ Bid Amount in Words Bid Amount in Numbers For Alternate No. Add $ btract $ No. $ $ No. $ AV $ No. $ $ No. $ $ Each Altera all be listed separately D. The subdivision of the proposed cont rice is as follows: ITEM 1. The work of the general c tor, being all work other than that covered by ITEM 2. TOTAL OF ITEM 1 ............. ..............................$ ITEM 2. Sub -bids as f Sub -trade me of Filed Sub -bidder ®o TOTAL OF ITEM 2........ Sub -bid Amount Bond Required Yes No DHCD 4/1/2010 eBidding 2012 Form for General Bid 00.41.00 1 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 I of this bid. The undersigned agrees that if selected as general contractor, they 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 selected sub -bidders at the amounts named in their respective sub -bids and be in ever them and their work as if they had been originally named in this general bid, the total cc adjusted to conform thereto. E. The undersigned agrees that, if selected as general contractor, he will within five days, and legal holidays excluded, after presentation thereof by the awarding authority, exec accordance with the terms of this bid and furnish a performance bond and also a labo4 payment bond, each of a surety company qualified to do business under the laws gith satisfactory to the awarding authority and each in the sum of the contract price, AVIIIIE be paid by the general contractor and are included in the contract price, provi w more than 1 surety company, the surety companies shall be jointly and sevgra sable or )mmonwealth and ms for which are to that if there is The undersigned hereby certifies that he is able to furnish labor that ork in harmony with all other elements of tabor employed or to be employed on the work; that loyees to be employed at the worksite will have successfully completed a course in construct" fety and health approved by the United States Occupational Safety and Health Administration that i st 10 hours in duration at the time the employee begins work and who shall furnish documentat' uccessful completion of said course with the first certified payroll report for each employee; and tha comply fully with all laws and regulations applicable to awards made subject to section 44A. _w �- The undersigned further certifies under the pen I perjury that this bid is in all respects bona fide, fair and made without collusion or fraud with any other n. As used in this subsection the word "person" shall mean natural person, joint venture, partner ip, orporation or other business or legal entity. The undersigned further certifies under penalty of perjury said undersigned is not presently debarred from doing public construction work in the Commonweal er the provisions of section twenty-nine F of chapter twenty-nine, or any other applicable debarment p ons of any other chapter of the General Laws or any rule or regulation promulgated there ur_ ®• 4gnature 1*110 BY: Name of General Bidder Signature & Title of person signing bid Business Address (City and State) Note: If the bidder is a corporation, indicate state of incorporation under signature, and affix corporate seal; if a partnership, give full names and residential addresses of partners if different from business addresses. DHCD 4/1/2010 eBidding 2012 Form for General Bid 00.41.00 2of2 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, 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 1 $ 2 $ 3 $ 4 $ 5 $ 6 $ 7 $ 8 $ 9 $ 10 $ Total for Item 2 $ Amount 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 1 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. CONTRACTOR 2 AWARDING AUTHORITY Name of Contractor Address By: Signature and Seal Witness 1 If a Corporation, attach a notarized copy of the Corporate Vote authorizing signatory to sign Contract. Name of Housing Authority Signature and Seal Title Attest: 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. 1218, and Revisions thereto. Undersecretary Date DHCD 10/10/10 Owner Contractor Agreement 00.52.00 2of2 CERTIFICATE OF VOTE OF AUTHORIZATION 20 hereby certify that a meeting of the Board of Directors of the: duly called and held at NAME OF CORPORATION 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 Name of Corporate Officer Title Repealed, rescinded or amended A true copy of the record, (CORPORATE SEAL) Is duly qualified and acting of the Corporation and that said vote has not been ATTEST: 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 Corporate Vote 00.53.00 1of1 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 for the construction of Project Title in Massachusetts 200 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 his: Day of PRINCIPAL 200 SURETY By: By: Attest: Attest The rate for this bond is % for the first $ and The total premium for this bond is $ Attorney -in Fact % for the next DHCD 9/9/2009 Performance Bond 00.61.13 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 for the construction of in Project Title 200 Massachusetts 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 amended, 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 By: Seal Attest: The rate for this bond is % for the first $ The total premium for this bond is $ SURETY Attest: By: Attorney4n Fact Surety Agent Surety Agent Address Surety Agent Phone Number and % for the next $ DHCD 9/9/2009 PAYMENT BOND 00.61.16 1of1 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 * u' ovud................................................... 6.2.|.2,X.3]3(g),Yz41o.4.5,0 -C- no (D P) 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 -E- Equal Employment Opportunity .................................................. Article w 99 Filed .................................................... 6.1.3, &»/ /0a.2.1 Final Completion -----------' 5.3.7, 9.5.4, Final ,^puent---.'-----'10.6./.2 Lit -I- Indemnification '--------------.mticlvD Information Provided — Owner--_'-------.--_ Inspections -------------------[�I����'\��j /(o instructions to Bidders wo/.5.5.7.o.v.4 Schedule�6���' -------------'-------- 15.2.1/5.4.115 Submittals ...................................................................... 4.2.s.4.7,w5o.3.5 Substantial ___________ Architect's Authorization to Reject Work 4.8.1, 4.11.1, 4.12.1, 5.3.4 ovud................................................... 6.2.|.2,X.3]3(g),Yz41o.4.5,0 -C- no (D P) 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 -E- Equal Employment Opportunity .................................................. Article w 99 Filed .................................................... 6.1.3, &»/ /0a.2.1 Final Completion -----------' 5.3.7, 9.5.4, Final ,^puent---.'-----'10.6./.2 Lit -I- Indemnification '--------------.mticlvD Information Provided — Owner--_'-------.--_ Inspections -------------------[�I����'\��j /(o instructions to Bidders wo/.5.5.7.o.v.4 Schedule�6���' -------------'-------- -m- xmBcxmBE-------------------------Articleo '0- Occupancy ---.--'4./Q 5.3.7 -P- Payments ........................................ Article 10 15.5.2 17.1, 19.2, /9.3 \\u3,| /ua 5.3.7,m.5,\&6 10.7,11.2././3.2,13,4,16.1 Permits _______--------------'_—_-4.|6 rmouctomu--' -------------------*.7,4.15,o.».5 * --'_--'----------'-----4.z Samples -------------------4.7,4.8,4.n.c.3.5 Schedule mValues .................................................................................. /(o Construction ................................................. wo/.5.5.7.o.v.4 Schedule�6���' -------------'-------- 15.2.1/5.4.115 Submittals ...................................................................... 4.2.s.4.7,w5o.3.5 Substantial ___________ -T- Taxes ........................................................................................................ - ?axes--------------------------------. 4.14 Termination .................... ».3./.uz/./4.2././+.2.2,w.o.2.3./o.4.o 15.5.3 -w- Warranties .......................................................... 4.10, 5.3.7, 9.6.8, Article I I w-*annntiex------------------..4.10,z/7.9.6.u.mtium/| DHo '$1nOk4OMil GENERAL CONDITIONS 00.72.00 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 1 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.121 B. 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 continence 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 2 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-10MII 3 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 4 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-10Mi1 5 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-10MII 6 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 -10M11 7 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.l l 1F §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 -Mil 8 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-10MII 9 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 390 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-10MH 10 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 is 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. L 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, 390 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-10MII 11 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 (2 1) calendar days after the date on which the party making the appeal receives the Architect's written decision or within twenty-one (2 1) 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 teen "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 12 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 §390 (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 §390 (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 13 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-10Mi1 14 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 15 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-1=1 16 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 fall 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-10MII 17 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 18 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 §3413). 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 19 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 20 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-10MII 21 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 22 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-10MII 23 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 $100k-10Mil 24 of 24 00.72.00 7/01/2011 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 1 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 MINORITYGOAL 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 2of3 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 9/9/2009 EEO Requirements 00.73.36 3of3 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 9/09/2009 Contractor's EEO Certificate 00.73.36.01 FORM OF SUBCONTRACTOR'S EQUAL EMPLOYMENT CERTIFICATION Commonwealth of Massachusetts Department of Housing and Community Development This form must be completed and submitted by all Filed Subcontractors prior to the validation of the Owner -Contractor Agreement. This certifies that: Name of Filed Subcontractor 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 the Specifications; 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 Subcontractor Name and Title Date DHCD 9/09/2009 Subcontractor's EEO Certificate 00.73.36.02 � O O cz U O O � ao U � co w L f� O � O b U 4-i O U ❑ C ct T 0 MW �FA x E 0 Q T i 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 1 of 4 percentage of participation in the Contract. It is expected that the MM/BE 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 MBEM/BE Subcontractors, MBEM/BE Manufactures, or MBEM/BE 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 MBEM/BEs 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. MBEM/BE 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 MBEMBE Business Enterprises 00.73.39 $100k-10Mil 2 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 7.13 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 MBEMBE Business Enterprises 00.73.39 $100k-10Mil 3 of 4 (A) 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: (A) 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 Business Enterprises 00.73.39 $100k-10Mil 4 of 4 SDO CERTIFIED MBENVBE 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 MBE Supplier or Description of Work WBE 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 MBEMBE participation and is authorized to bind the contractor to the commitment set forth above. Date Name of General Contractor Authorized Signature Address City, State & Zip Code DHCD 01/01/2012 MBE/WBE Participation Schedule 00.73.39.01 $100K-10Mi1 1 of 1 SDO CERTIFIED MBEMBE LETTER OF INTENT Commonwealth of Massachusetts Department of Housing and Community Development • This form is provided for SDOA Certified MBEs and WBEs being utilized as on this contract. • This form must be completed by each SDO Certified MBE or WBE and submitted by the general bidder. • General bidders or filed sub -bidders that are SDO Certified MBEs and WBEs may omit this form. TO: General Bidder Name: Street Address: City/Town Phone: Fax: Email: RE: State -Aided Project: FROM SDO Certified MBE or WBE Name: Street Address: City/Town Phone: Fax: Email: Name of Housing Authority and Project Number 1. My company intends to perform work in connection with the above project as: ❑ an individual ❑ a corporation ❑ a partnership ❑ a joint venture with ❑ other (explain) 2. My company is certified by SDO as a ❑ MBE ❑ WBE in the following categories: Warning: Misrepresenting your firms SDO certification may result in disqualification from this and other DHCD funded projects!! 3. My company has not changed its ownership, control, or management in any ways that affect certification since obtaining SDO certification 4. My company understands that if your company is awarded the contract, your company intends to enter into an agreement to perform the work described below for the price indicated. My company also understands that your company will make substitutions only as allowed by Section 00.73.39 of the above project 5. My company intends Brief Description of work This Work includes: El Labor &Materials for a total amount of Date ❑ Labor Only ❑ Materials only Dollars $ Authorized Signature of SCE Name and Title Please advise DHCD immediately if either party attempts to renegotiate this agreement DHCD 01/01/2012 MBEIWBE Letter of Intent 00.73.39.02 $100K-10Mi1 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 Housing RE: Contract Authority Project No Original Contract Recording Amount Period Ending From: Name of Contractor Address City, State, Zip 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 Total Payments Payments this Amount to Date 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: DHCD 7/01/2011 Affidavit of Payment to MBE WBE 00.73.39.05 $100k-10Mil 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 § 3413, 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. 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 DHCD 7/2009 Labor Regulations 00.73.43 1of1 DEVAL L. PATRICK Governor TIMOTHY P. MURRAY Lt. Governor Awarding Authority: Contract Number: Description of Work: Job Location: My�l K�]ul S1)►P.%il:LNy���] u�1%31 - IIiZ.y ill �116� EXECUTIVE OFFICE OF LABOR AND WORKFORCE DEVELOPMENT DEPARTMENT OF LABOR STANDARDS Prevailing Wage Rates As determined by the Director under the provisions of the JOANNE F. GOLDSTEIN Secretary Massachusetts General Laws, Chapter 149, Sections 26 to 27H HEATHER E. ROR'E Director North Andover Housing Authority DHCD 190633 City/Town: NORTH ANDOVER 667-1 Elderly Housing Window & Storm Door Replacement - Remove all windows scheduled for replacement along with all sealants and install clips. Install new windows, screens and shades as indicated Fountain Dr, 667-1 Elderly Housing 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. • Awarding authorities 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. • 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. Once a contractor has been selected by the awarding authority, the wage schedule shall be made a part of the contract for that project. The wage schedule must be posted in a conspicuous place at the work site during 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 regardless of whether they are employed by the prime contractor, a filed sub -bidder, or any sub -contractor. • All apprentices must be registered with the Massachusetts Division of Apprenticeship Training (DAT) in order to be paid at the lower apprentice rates. All apprentices must keep his/her apprentice identification card on his/her person during all work hours. If a worker is not registered with DAT, he/she must be paid the "total rate" listed on the wage schedule regardless of experience or skills. • 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. 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 directly to the awarding authority 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. Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Classification Effective Date Base Wage Health Pension Supplemental Total Ratt Unemployment nemployment (2 AXLE) DRIVER - EQUIPMENT 08/01/2012 $30.15 $8.91 $7.27 $0.00 $46.33 TEAMSTERS JOINT COUNCIL NO. 10 ZONE B 12/01/2012 $30.45 $8.91 $8.00 $0.00 $47.36 (3 AXLE) DRIVER - EQUIPMENT 08/01/2012 $30.22 $8.91 $7.27 $0.00 $46.40 TEAMSTERS JOINT COUNCIL NO. 10 ZONE B 12/01/2012 $30.52 $8.91 $8.00 $0.00 $47.43 (4 & 5 AXLE) DRIVER - EQUIPMENT TEAMSTERS JOINT COUNCIL NO. 10 ZONE B 08/01/2012 $30.34 $8.91 $7.27 $0.00 $46.52 12/01/2012 $30.64 $9.07 $8.00 $0.00 $47.71 ADS/SUBMERSIBLE PILOT PILE DRIVER LOCAL 56 (ZONE 1) 08/01/2012 $82.32 $9.80 $17.67 $0.00 $109.79 08/01/2013 $85.47 $9.80 $17.67 $0.00 $112.94 08/01/2014 $88.62 $9.80 $17.67 $0.00 $116.09 08/01/2015 $91.77 $9.80 $17.67 $0.00 $119.24 AIR TRACK OPERATOR LABORERS - ZONE 2 06/01/2012 $30.10 $7.10 $11.55 $0.00 $48.75 12/01/2012 $30.35 $7.10 $11.55 $0.00 $49.00 06/01/2013 $30.85 $7.10 $11.55 $0.00 $49.50 12/01/2013 $31.35 $7.10 $11.55 $0.00 $50.00 06/01/2014 $31.85 $7.10 $11.55 $0.00 $50.50 12/01/2014 $32.35 $7.10 $11.55 $0.00 $51.00 06/01/2015 $32.85 $7.10 $11.55 $0.00 $51.50 12/01/2015 $33.35 $7.10 $11.55 $0.00 $52.00 06/01/2016 $33.85 $7.10 $11.55 $0.00 $52.50 12/01/2016 $34.60 $7.10 $11.55 $0.00 $53.25 For apprentice rates see "Apprentice- LABORER" ASBESTOS REMOVER - PIPE / MECH. EQUIPT. 06/01/2012 $28.48 $10.40 $5.95 $0.00 $44.83 ASBESTOS WORKERS LOCAL 6 (BOSTON) 12/01/2012 $29.08 $10.40 $5.95 $0.00 $45.43 06/01/2013 $29.88 $10.40 $5.95 $0.00 $46.23 12/01/2013 $30.68 $10.40 $5.95 $0.00 $47.03 06/01/2014 $31.58 $10.40 $5.95 $0.00 $47.93 12/01/2014 $32.48 $10.40 $5.95 $0.00 $48.83 06/01/2015 $33.43 $10.40 $5.95 $0.00 $49.78 12/01/2015 $34.38 $10.40 $5.95 $0.00 $50.73 ASPHALT RAKER LABORERS - ZONE 2 06/01/2012 $29.60 $7.10 $11.55 $0.00 $48.25 12/01/2012 $29.85 $7.10 $11.55 $0.00 $48.50 06/01/2013 $30.35 $7.10 $11.55 $0.00 $49.00 12/01/2013 $30.85 $7.10 $11.55 $0.00 $49.50 06/01/2014 $31.35 $7.10 $11.55 $0.00 $50.00 12/01/2014 $31.85 $7.10 $11.55 $0.00 $50.50 06/01/2015 $32.35 $7.10 $11.55 $0.00 $51.00 12/01/2015 $32.85 $7.10 $11.55 $0.00 $51.50 06/01/2016 $33.35 $7.10 $11.55 $0.00 $52.00 12/01/2016 $34.10 $7.10 $11.55 $0.00 $52.75 For apprentice rates see "Apprentice- LABORER" -- -- ------- ---- --- --- Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 2 of 39 Classification Effective Date Base Wage Health Pension Supplemental Unemployment Total Rate ASPHALT/CONCRETE/CRUSHER PLANT -ON SITE 06/01/2012 $39.84 $10.00 $12.65 $0.00 $62.49 OPERATING ENGINEERS LOCAL 4 $48.25 LABORERS-ZONE2 12/01/2012 $30.35 $7.10 12/01/2012 $40.46 $10.00 $12.65 $0.00 $63.11 06/01/2013 $41.24 $10.00 $12.65 $0.00 $63.89 12/01/2013 $42.02 $10.00 $12.65 $0.00 $64.67 For apprentice rates see "Apprentice- OPERATING ENGINEERS" BACKHOE/FRONT-END LOADER OPERATING ENGINEERS LOCAL 4 For apprentice rates see "Apprentice- OPERATING ENGINEERS" 06/01/2012 12/01/2012 06/01/2013 12/01/2013 $39.84 $40.46 $41.24 $42.02 $10.00 $10.00 $10.00 $10.00 $12.65 $12.65 $12.65 $12.65 $0.00 $0.00 $0.00 $0.00 $62.49 $63.11 $63.89 $64.67 BARCO-TYPE .TUMPING TAMPER 06/01/2012 $29.60 $7.10 $11.55 $0.00 $48.25 LABORERS-ZONE2 12/01/2012 $30.35 $7.10 $11.55 $0.00 $49.00 12/01/2012 $29.85 $7.10 $11.55 $0.00 $48.50 06/01/2013 $30.35 $7.10 $11.55 $0.00 $49.00 12/01/2013 $30.85 $7.10 $11.55 $0.00 $49.50 06/01/2014 $31.35 $7.10 $11.55 $0.00 $50.00 12/01/2014 $31.85 $7.10 $11.55 $0.00 $50.50 06/01/2015 $32.35 $7.10 $11.55 $0.00 $51.00 12/01/2015 $32.85 $7.10 $11.55 $0.00 $51.50 06/01/2016 $33.35 $7.10 $11.55 $0.00 $52.00 For apprentice rates see "Apprentice- LABORER" 12/01/2016 $34.10 $7.10 $11.55 $0.00 $52.75 For apprentice rates see "Apprentice- LABORER" BLOCK PAVER, RAMMER / CURB SETTER 06/01/2012 $30.10 $7.10 $11.55 $0.00 $48.75 LABORERS - ZONE 2 12/01/2012 $30.35 $7.10 $11.55 $0.00 $49.00 06/01/2013 $30.85 $7.10 $11.55 $0.00 $49.50 12/01/2013 $31.35 $7.10 $11.55 $0.00 $50.00 06/01/2014 $31.85 $7.10 $11.55 $0.00 $50.50 12/01/2014 $32.35 $7.10 $11.55 $0.00 $51.00 06/01/2015 $32.85 $7.10 $11.55 $0.00 $51.50 12/01/2015 $33.35 $7.10 $11.55 $0.00 $52.00 06/01/2016 $33.85 $7.10 $11.55 $0.00 $52.50 12/01/2016 $34.60 $7.10 $11.55 $0.00 $53.25 For apprentice rates see "Apprentice- LABORER" BOILER MAKER 01/01/2010 $37.70 $6.97 $11.18 $0.00 $55.85 BOILERMAKERS LOCAL 29 _-- - - -- ---- - ...... - . -- --- ----- - - ------- --- ---- --------- --- ------ Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 3 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice - BOILERMAKER - Local 29 Effective Date - 01/01/2010 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 65 $24.51 $6.97 $11.18 $0.00 $42.66 02/01/2013 2 65 $24.51 $6.97 $11.18 $0.00 $42.66 $48.89 3 70 $26.39 $6.97 $11.18 $0.00 $44.54 $10.18 4 75 $28.28 $6.97 $11.18 $0.00 $46.43 $17.39 5 80 $30.16 $6.97 $11.18 $0.00 $48.31 $0.00 6 85 $32.05 $6.97 $11.18 $0.00 $50.20 $79.45 7 90 $33.93 $6.97 $11.18 $0.00 $52.08 08/01/2016 8 95 $35.82 $6.97 $11.18 $0.00 $53.97 $53.85 - - - - - - - - - - - Notes: - - - - - - - - - - - - - - - - - -- - - - - - - - - ---___._-__._----____-_.__--_.__--- Apprentice to Journeyworker Ratio: 1:5 ------------------Apprentice BRICK/STONE/ARTIFICIAL MASONRY (INCL. MASONRY WATERPROOFING) BRICKLAYERS LOCAL 3 (LYNN) 08/01/2012 $47.41 $10.18 $17.25 $0.00 $74.84 02/01/2013 $47.99 $10.18 $17.25 $0.00 $75.42 08/01/2013 $48.89 $10.18 $17.32 $0.00 $76.39 02/01/2014 $49.45 $10.18 $17.32 $0.00 $76.95 08/01/2014 $50.35 $10.18 $17.39 $0.00 $77.92 02/01/2015 $50.91 $10.18 $17.39 $0.00 $78.48 08/01/2015 $51.81 $10.18 $17.46 $0.00 $79.45 02/01/2016 $52.38 $10.18 $17.46 $0.00 $80.02 08/01/2016 $53.28 $10.18 $17.54 $0.00 $81.00 02/01/2017 $53.85 $10.18 $17.54 $0.00 $81.57 --- --------------- -- - - -- ------ Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 4 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- BRICK/PLASTERICEMENT MASON- Local 3 Lynn Effective Date - 08/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $23.71 $10.18 $17.25 $0.00 $51.14 2 60 $28.45 $10.18 $17.25 $0.00 $55.88 3 70 $33.19 $10.18 $17.25 $0.00 $60.62 4 80 $37.93 $10.18 $17.25 $0.00 $65.36 5 90 $42.67 $10.18 $17.25 $0.00 $70.10 Effective Date - 02/01/2013 $32.80 $7.10. $12.60 Supplemental $52.50 Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $24.00 $10.18 $17.25 $0.00 $51.43 2 60 $28.79 $10.18 $17.25 $0.00 $56.22 3 70 $33.59 $10.18 $17.25 $0.00 $61.02 4 80 $38.39 $10.18 $17.25 $0.00 $65.82 5 90 $43.19 $10.18 $17.25 $0.00 $70.62 - _ `. - ___. ___...- - - ____ - _.._ (Notes: - --- _._. - - ..._...._... __._ __._ _ - - ___. - ____ t. ----- --- -......___..._.---___.-_.._._.-___.-._..-_---- Apprentice to Journeyworker Ratio: 1:5 $32.80 $7.10. $12.60 $0.00 $52.50 ILLDOZER/GRADER/SCRAPER 06/01/2012 $39.47 $10.00 $12.65 $0.00 $62.12 ;RATING ENGINEERS LOCAL 4 12/01/2012 $40.09 $10.00 $12.65 $0.00 $62.74 06/01/2013 $40.86 $10.00 $12.65 $0.00 $63.51 12/01/2013 $41.64 $10.00 $12.65 $0.00 $64.29 For apprentice rates see "Apprentice- OPERATING ENGINEERS" CAISSON & UNDERPINNING BOTTOM MAN 12/01/2011 $32.80 $7.10. $12.60 $0.00 $52.50 LABORERS - FOUNDATION AND iIIARINE CAISSON & UNDERPINNING LABORER 12/01/2011 $31.65 $7.10 $12.60 $0.00 $51.35 LABORERS - FOUNDATION AND MARINE CAISSON & UNDERPINNING TOP MAN 12/01/2011 $31.65 $7.10 $12.60 $0.00 $51.35 LABORERS- FOUNDATIONAND AIARINE CARBIDE CORE DRILL OPERATOR 06/01/2012 $29.60 $7.10 $11.55 $0.00 $48.25 LABORERS - ZONE 2 12/01/2012 $29.85 $7.10 $11.55 $0.00 $48.50 06/01/2013 $30.35 $7.10 $11.55 $0.00 $49.00 12/01/2013 $30.85 $7.10 $11.55 $0.00 $49.50 06/01/2014 $31.35 $7.10 $11.55 $0.00 $50.00 12/01/2014 $31.85 $7.10 $11.55 $0.00 $50.50 06/01/2015 $32.35 $7.10 $11.55 $0.00 $51.00 12/01/2015 $32.85 $7.10 $11.55 $0.00 $51.50 06/01/2016 $33.35 $7.10 $11.55 $0.00 $52.00 12/01/2016 $34.10 $7.10 $11.55 $0.00 $52.75 For apprentice rates see "Apprentice- LABORER" .RPENTER 03/01/2012 $33.03 $9.80 $15.61 $0.00 $58.44 CARPENTERS -ZONE 2 (Eastern Massachusetts) ---- - - -------- ------- -- -- -- - --- ---- ------ -- --------- -- ------ Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 5 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemplovment Apprentice - CARPENTER - Zone 2 Eastern MA Effective Date - 03/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $16.52 $9.80 $1.57 $0.00 $27.89 2 60 $19.82 $9.80 $1.57 $0.00 $31.19 3 70 $23.12 $9.80 $10.90 $0.00 $43.82 4 75 $24.77 $9.80 $10.90 $0.00 $45.47 5 80 $26.42 $9.80 $12.47 $0.00 $48.69 6 80 $26.42 $9.80 $12.47 $0.00 $48.69 7 90 $29.73 $9.80 $14.04 $0.00 $53.57 8 90 $29.73 $9.80 $14.04 $0.00 $53.57 - - - - - - - - - - - Notes: - - - - - - - - - - - - - - - - - I - - - - - - - - - - - Apprentice to Journeyworker Ratio: 1:5 - - - - - - - - - - --- - - - - -- CEMENT MASONRY/PLASTERING BRICKLAYERS LOCAL 3 (LYNN) 08/01/2012 $42.42 $10.50 $18.61 $1.30 $72.83 02/01/2013 $42.87 $10.50 $18.61 $1.30 $73.28 08/01/2013 $43.62 $10.50 $18.61 $1.30 $74.03 02/01/2014 $44.05 $10.50 $18.61 $1.30 $74.46 08/01/2014 $44.80 $10.50 $18.61 $1.30 $75.21 02/01/2015 $45.23 $10.50 $18.61 $1.30 $75.64 08/01/2015 $45.98 $10.50 $18.61 $1.30 $76.39 02/01/2016 $46.43 $10.50 $18.61 $1.30 $76.84 08/01/2016 $47.18 $10.50 $18.61 $1.30 $77.59 02/01/2017 $47.63 $10.50 $18.61 $1.30 $78.04 - ------------- I --- - - -- ------------- - -- ------------ - --- -- - -- ----- Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 6 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- CEMENT MASONRY/PLASTERING -Eastern Mass Effective Date - 08/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $21.21 $10.50 $12.11 $1.30 $45.12 2 60 $25.45 $10.50 $13.61 $1.30 $50.86 3 65 $27.57 $10.50 $14.61 $1.30 $53.98 4 70 $29.69 $10.50 $15.61 $1.30 $57.10 5 75 $31.82 $10.50 $16.61 $1.30 $60.23 6 80 $33.94 $10.50 $17.61 $1.30 $63.35 7 90 $38.18 $10.50 $18.61 $1.30 $68.59 Effective Date - 02/01/2013 $10.00 $12.65 $0.00 Supplemental -RATING ENGINEERS LOCAL 4 Step percent Apprentice Base Wage Health Pension Unemployment Total Rate $51.19 1 50 $21.44 $10.50 $12.11 $1.30 12/01/2013 $29.64 $45.35 $12.65 2 60 $25.72 $10.50 $13.61 $1.30 --- --- - $51.13 3 65 $27.87 $10.50 $14.61 $1.30 $54.28 4 70 $30.01 $10.50 $15.61 $1.30 $57.42 5 75 $32.15 $10.50 $16.61 $1.30 $60.56 6 80 $34.30 $10.50 $17.61 $1.30 $63.71 7 90 $38.58 $10.50 $18.61 $1.30 $68.99 -------------- (Notes: --.._.---_.._......----_...-..__- Steps are 6000 hours Apprentice to Journeyworker Ratio:1:3 CHAIN SAW OPERATOR 06/01/2012 $29.60 $7.10 $11.55 $0.00 $48.25 LABORERS - ZONE 2 12/01/2012 $29.85 $7.10 $11.55 $0.00 $48.50 06/01/2013 $30.35 $7.10 $11.55 $0.00 $49.00 12/01/2013 $30.85 $7.10 $11.55 $0.00 $49.50 06/01/2014 $31.35 $7.10 $11.55 $0.00 $50.00 12/01/2014 $31.85 $7.10 $11.55 $0.00 $50.50 06/01/2015 $32.35 $7.10 $11.55 $0.00 $51.00 12/01/2015 $32.85 $7.10 $11.55 $0.00 $51.50 06/01/2016 $33.35 $7.10 $11.55 $0.00 $52.00 12/01/2016 $34.10 $7.10 $11.55 $0.00 $52.75 For apprentice rates see "Apprentice- LABORER" CLAM SHELLS/SLURRY BUCKETSMEADING MACHINES 06/01/2012 $40.84 $10.00 $12.65 $0.00 $63.49 OPERATING ENGINEERS LOCAL 4 12/01/2012 $41.46 $10.00 $12.65 $0.00 $64.11 06/01/2013 $42.24 $10.00 $12.65 $0.00 $64.89 12/01/2013 $43.02 $10.00 $12.65 $0.00 $65.67 For apprentice rates see "Apprentice- OPERATING ENGINEERS" COMPRESSOR OPERATOR 06/01/2012 $28.09 $10.00 $12.65 $0.00 $50.74 -RATING ENGINEERS LOCAL 4 12/01/2012 $28.54 $10.00 $12.65 $0.00 $51.19 06/01/2013 $29.09 $10.00 $12.65 $0.00 $51.74 12/01/2013 $29.64 $10.00 $12.65 $0.00 $52.29 --------------------------- ---------------------------------- ----- ------.-------- Issue Date: 11/13/2012 Wage Request Number: 20121113-005 ---------- --- --- - - ------------ Page 7 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment For apprentice rates see "Apprentice- OPERATING ENGINEERS" DELEADER (BRIDGE) 07/01/2012 $44.51 $7.80 $15.10 $0.00 $67.41 PAINTERS LOCAL 35 - ZONE 2 01/01/2013 $45.01 $7.80 $15.60 $0.00 $68.41 Apprentice - PAINTER Local 35 - BRIDGES/TANKS Effective Date - 07/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $22.26 $7.80 $0.00 $0.00 $30.06 2 55 $24.48 $7.80 $3.38 $0.00 $35.66 3 60 $26.71 $7.80 $3.69 $0.00 $38.20 4 65 $28.93 $7.80 $4.00 $0.00 $40.73 5 70 $31.16 $7.80 $13.26 $0.00 $52.22 6 75 $33.38 $7.80 $13.56 $0.00 $54.74 7 80 $35.61 $7.80 $13.87 $0.00 $57.28 8 90 $40.06 $7.80 $14.49 $0.00 $62.35 Effective Date - 01/01/2013 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $22.51 $7.80 $0.00 $0.00 $30.31 2 55 $24.76 $7.80 $3.52 $0.00 $36.08 3 60 $27.01 $7.80 $3.84 $0.00 $38.65 4 65 $29.26 $7.80 $4.16 $0.00 $41.22 5 70 $31.51 $7.80 $13.68 $0.00 $52.99 6 75 $33.76 $7.80 $14.00 $0.00 $55.56 7 80 $36.01 $7.80 $14.32 $0.00 $58.13 8 90 $40.51 $7.80 $14.96 $0.00 $63.27 - - _ - - .- _.. - ___.._.._ Notes: - r. - -. - - - ___. _.. __.. ___ - - - ___. - - _ _ y Steps are 750 hrs. - - - _._. - - _ - __-. - Apprentice to Journeyworker Ratio:1:1 - _.- e...._..___. - _N._ ____ _____ .-. - e _.__ ____ ___. ____ _ - DEMO: ADZEMAN 12/01/2011 $31.80 $7.10 $12.45 $0.00 $51.35 LABORERS - ZONE 2 For apprentice rates see "Apprentice- LABORER" DEMO: BACKHOE/LOADER/HAMMER OPERATOR 12/01/2011 $32.80 $7.10 $12.45 $0.00 $52.35 LABORERS-ZONE2 For apprentice rates see "Apprentice- LABORER" DEMO: BURNERS 12/01/2011 $32.55 $7.10 $12.45 $0.00 $52.10 LABORERS - ZONE 2 For apprentice rates see "Apprentice- LABORER" DEMO: CONCRETE CUTTER/SAWYER 12/01/2011 $32.80 $7.10 $12.45 $0.00 $52.35 LABORERS - ZONE 2 For apprentice rates see "Apprentice- LABORER" DEMO: JACKHAMMER OPERATOR 12/01/2011 $32.55 $7.10 $12.45 $0.00 $52.10 LABORERS - ZONE 2 For apprentice rates see "Apprentice- LABORER" DEMO: WRECKING LABORER 12/01/2011 $31.80 $7.10 $12.45 $0.00 $51.35 LABORERS - ZONE 2 ----------- -- ---- ---- Issue Date: 11/13/2012 Wage Request Number: 20121113-005 ----------- Page 8 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemplovment For apprentice rates see "Apprentice- LABORER" DIRECTIONAL DRILL MACHINE OPERATOR 06/01/2012 $39.47 $10.00 $12.65 $0.00 $62.12 "SRA TING ENGINEERS LOCAL 4 12/01/2012 $40.09 $10.00 $12.65 $0.00 $62.74 06/01/2013 $40.86 $10.00 $12.65 $0.00 $63.51 12/01/2013 $41.64 $10.00 $12.65 $0.00 $64.29 For apprentice rates see "Apprentice- OPERATING ENGINEERS" DIVER 08/01/2012 $54.88 $9.80 $17.67 $0.00 $82.35 PILEDRIVER LOCAL 56 (ZONE 1) 08/01/2013 $56.98 $9.80 $17.67 $0.00 $84.45 08/01/2014 $59.08 $9.80 $17.67 $0.00 $86.55 08/01/2015 $61.18 $9.80 $17.67 $0.00 $88.65 DIVER TENDER 08/01/2012 $54.88 $9.80 $17.67 $0.00 $82.35 PILE DRIVER LOCAL 56 (ZONE 1) 08/01/2013 $56.98 $9.80 $17.67 $0.00 $84.45 08/01/2014 $59.08 $9.80 $17.67 $0.00 $86.55 08/01/2015 $61.18 $9.80 $17.67 $0.00 $88.65 DIVER TENDER (EFFLUENT) 08/01/2012 $58.80 $9.80 $17.67 $0.00 $86.27 PILEDRIVER LOCAL 56 (ZONE 1) 08/01/2013 $61.05 $9.80 $17.67 $0.00 $88.52 08/01/2014 $63.30 $9.80 $17.67 $0.00 $90.77 08/01/2015 $65.55 $9.80 $17.67 $0.00 $93.02 DIVER/SLURRY (EFFLUENT) 08/01/2012 $82.32 $9.80 $17.67 $0.00 $109.79 PILE DRIVER LOCAL 56 (ZONE 1) 08/01/2013 $85.47 $9.80 $17.67 $0.00 $112.94 08/01/2014 $88.62 $9.80 $17.67 $0.00 $116.09 08/01/2015 $91.77 $9.80 $17.67 $0.00 $119.24 ECTRICIAN 09/01/2012 $42.81 $13.00 $14.13 $0.00 $69.94 CTRICIANS LOCAL 103 03/01/2013 $43.52 $13.00 $14.16 $0.00 $70.68 09/01/2013 $44.20 $13.00 $14.18 $0.00 $71.38 03/01/2014 $44.92 $13.00 $14.20 $0.00 $72.12 09/01/2014 $45.60 $13.00 $14.22 $0.00 $72.82 03/01/2015 $46.32 $13.00 $14.24 $0.00 $73.56 09/01/2015 $47.27 $13.00 $14.27 $0.00 $74.54 03/01/2016 $48.23 $13.00 $14.30 $0.00 $75.53 -- ---------------------- - - --- ----- - - -- ----- - - - Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 9 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- ELECTRICIAN- Local 103 Effective Date - 09/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 40 $17.12 $13.00 $0.51 $0.00 $30.63 2 40 $17.12 $13.00 $0.51 $0.00 $30.63 3 45 $19.26 $13.00 $10.52 $0.00 $42.78 4 45 $19.26 $13.00 $10.52 $0.00 $42.78 5 50 $21.41 $13.00 $10.84 $0.00 $45.25 6 55 $23.55 $13.00 $11.18 $0.00 $47.73 7 60 $25.69 $13.00 $11.50 $0.00 $50.19 8 65 $27.83 $13.00 $11.84 $0.00 $52.67 9 70 $29.97 $13.00 $12.16 $0.00 $55.13 10 75 $32.11 $13.00 $12.49 $0.00 $57.60 Effective Date - 03/01/2013 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 40 $17.41 $13.00 $0.52 $0.00 $30.93 2 40 $17.41 $13.00 $0.52 $0.00 $30.93 3 45 $19.58 $13.00 $10.53 $0.00 $43.11 4 45 $19.58 $13.00 $10.53 $0.00 $43.11 5 50 $21.76 $13.00 $10.85 $0.00 $45.61 6 55 $23.94 $13.00 $11.19 $0.00 $48.13 7 60 $26.11 $13.00 $11.51 $0.00 $50.62 8 65 $28.29 $13.00 $11.85 $0.00 $53.14 9 70 $30.46 $13.00 $12.17 $0.00 $55.63 10 75 $32.64 $13.00 $12.51 $0.00 $58.15 - - - - - - - _--..n-. -._....._.._ Notes:: - _....._ - - - - __ -- - ____ _.. - - - - App Prior 1/1/03; 30/35/40/45/50/55/65/70/75/80 I! I Apprentice to Journeyworker Ratio:2:3*** ELEVATOR CONSTRUCTOR 01/01/2012 $52.45 $8.78 $6.96 $0.00 $68.19 ELEVATOR CONSTRUCTORS LOCAL 4 --- --- - ---------------------------------------------- --- - - ----- ------ -- ------------- Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 10 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- ELEVATOR CONSTRUCTOR -Local 4 Effective Date - 01/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $26.23 $8.78 $0.00 $0.00 $35.01 2 55 $28.85 $8.78 $6.96 $0.00 $44.59 3 65 $34.09 $8.78 $6.96 $0.00 $49.83 4 70 $36.72 $8.78 $6.96 $0.00 $52.46 5 80 $41.96 $8.78 $6.96 $0.00 $57.70 - - - - - a.--- --_ - - - «...... - ,......... Notes: - - - --- _ - - - -.._ - .--s - ee... - -..ry Steps 1-2 are 6 mos.; Steps 3-5 are 1 year $32.35 $7.10 $11.55 $0.00 $51.00 Apprentice to Journeyworker Ratio: 1:1 $32.85 $7.10 $11.55 $0.00 $51.50 ELEVATOR CONSTRUCTOR HELPER 01/01/2012 $38.59 $8.78 $6.96 $0.00 $54.33 ELEVATOR CONSTRUCTORS LOCAL 4 $34.10 $7.10 $11.55 $0.00 $52.75 FENCE & GUARD RAIL ERECTOR LABORERS - ZONE 1 For apprentice rates see "Apprentice- LABORER" FIELD ENG.INST.PERSON-BLDG,SITE,HVY/HWY OPERATING ENGINEERS LOCAL 4 For apprentice rates see "Apprentice- OPERATING ENGINEERS" FIELD ENGYARTY CHIEF-BLDG,SITE,HVY/HWY OPERATING ENGINEERS LOCAL 4 For apprentice rates see "Apprentice- OPERATING ENGINEERS" FIELD ENG.ROD PERSON-BLDG,SITE,HVY/HWY OPERATING ENGINEERS LOCAL 4 For apprentice rates see "Apprentice- OPERATING ENGINEERS" 06/01/2012 $29.60 $7.10 $11.55 $0.00 $48.25 12/01/2012 $29.85 $7.10 $11.55 $0.00 $48.50 06/01/2013 $30.35 $7.10 $11.55 $0.00 $49.00 12/01/2013 $30.85 $7.10 $11.55 $0.00 $49.50 06/01/2014 $31.35 $7.10 $11.55 $0.00 $50.00 12/01/2014 $31.85 $7.10 $11.55 $0.00 $50.50 06/01/2015 $32.35 $7.10 $11.55 $0.00 $51.00 12/01/2015 $32.85 $7.10 $11.55 $0.00 $51.50 06/01/2016 $33.35 $7.10 $11.55 $0.00 $52.00 12/01/2016 $34.10 $7.10 $11.55 $0.00 $52.75 11/01/2012 $38.26 $10.00 $12.65 $0.00 $60.91 05/01/2013 $38.87 $10.00 $12.65 $0.00 $61.52 11/01/2013 $39.63 $10.00 $12.65 $0.00 $62.28 05/01/2014 $40.40 $10.00 $12.65 $0.00 $63.05 11/01/2012 $39.66 $10.00 $12.65 $0.00 $62.31 05/01/2013 $40.28 $10.00 $12.65 $0.00 $62.93 11/01/2013 $41.05 $10.00 $12.65 $0.00 $63.70 05/01/2014 $41.82 $10.00 $12.65 $0.00 $64.47 11/01/2012 $21.18 $10.00 $12.65 $0.00 $43.83 05/01/2013 $21.54 $10.00 $12.65 $0.00 $44.19 11/01/2013 $22.00 $10.00 $12.65 $0.00 $44.65 05/01/2014 $22.45 $10.00 $12.65 $0.00 $45.10 - ..... ....-. - ------------- --- -- -- ---- ------------------------- ---- -- -- -- -- - -- Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 11 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment FIRE ALARM INSTALLER 09/01/2012 $42.81 $13.00 $14.13 $0.00 $69.94 ELECTRICIANS LOCAL 103 03/01/2013 $43.52 $13.00 $14.16 $0.00 $70.68 09/01/2013 $44.20 $13.00 $14.18 $0.00 $71.38 03/01/2014 $44.92 $13.00 $14.20 $0.00 $72.12 09/01/2014 $45.60 $13.00 $14.22 $0.00 $72.82 03/01/2015 $46.32 $13.00 $14.24 $0.00 $73.56 09/01/2015 $47.27 $13.00 $14.27 $0.00 $74.54 03/01/2016 $48.23 $13.00 $14.30 $0.00 $75.53 For apprentice rates see "Apprentice- ELECTRICIAN" FIRE ALARM REPAIR / MAINTENANCE 09/01/2012 $32.11 $13.00 $12.49 $0.00 $57.60 / COMMISSIONINGELECTRICIANS LOCAL 103 03/01/2013 $32.64 $13.00 $12.51 $0.00 $58.15 09/01/2013 $33.15 $13.00 $12.52 $0.00 $58.67 03/01/2014 $33.69 $13.00 $12.54 $0.00 $59.23 09/01/2014 $34.20 $13.00 $12.56 $0.00 $59.76 03/01/2015 $34.74 $13.00 $12.57 $0.00 $60.31 09/01/2015 $35.45 $13.00 $12.59 $0.00 $61.04 03/01/2016 $36.17 $13.00 $12.62 $0.00 $61.79 For apprentice rates see "Apprentice- TELECOMMUNICATIONS TECHNICIAN' FIREMAN (ASST. ENGINEER) 06/01/2012 $33.45 $10.00 $12.65 $0.00 $56.10 OPERATING ENGINEERS LOCAL 4 12/01/2012 $33.98 $10.00 $12.65 $0.00 $56.63 06/01/2013 $34.63 $10.00 $12.65 $0.00 $57.28 12/01/2013 $35.29 $10.00 $12.65 $0.00 $57.94 For apprentice rates see "Apprentice- OPERATING ENGINEERS" FLAGGER & SIGNALER 06/01/2012 $20.50 $7.10 $11.55 $0.00 $39.15 LABORERS - ZONE 2 12/01/2012 $20.50 $7.10 $11.55 $0.00 $39.15 06/01/2013 $20.50 $7.10 $11.55 $0.00 $39.15 12/01/2013 $20.50 $7.10 $11.55 $0.00 $39.15 06/01/2014 $20.50 $7.10 $11.55 $0.00 $39.15 12/01/2014 $20.50 $7.10 $11.55 $0.00 $39.15 06/01/2015 $20.50 $7.10 $11.55 $0.00 $39.15 12/01/2015 $20.50 $7.10 $11.55 $0.00 $39.15 06/01/2016 $20.50 $7.10 $11.55 $0.00 $39.15 12/01/2016 $20.50 $7.10 $11.55 $0.00 $39.15 For apprentice rates see "Apprentice- LABORER" FLOORCOVERER 03/01/2012 $37.20 $9.80 $16.61 $0.00 $63.61 FLOORCOVERERS LOCAL 2168 ZONE 1 - -- --------- --- - - -- --- - -- ----------------- - - - - - -- - --- - - - -- --- - ----- - Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 12 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- FLOORCOVERER -Local 2168 Zone 1 Effective Date - 03/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $18.60 $9.80 $1.79 $0.00 $30.19 2 55 $20.46 $9.80 $1.79 $0.00 $32.05 3 60 $22.32 $9.80 $11.24 $0.00 $43.36 4 65 $24.18 $9.80 $11.24 $0.00 $45.22 5 70 $26.04 $9.80 $13.03 $0.00 $48.87 6 75 $27.90 $9.80 $13.03 $0.00 $50.73 7 80 $29.76 $9.80 $14.82 $0.00 $54.38 8 85 $31.62 $9.80 $14.82 $0.00 $56.24 - - - - - - - - - - - Notes: - - - - - - - - - - - - - - - - - - Steps are 750 hrs. I $51.74 12/01/2013 $29.64 $10.00 ----._-_--__._---___..------___.---___.----____ Apprentice to Journeyworker Ratio:1:1 $0.00 $52.29 For apprentice rates see "Apprentice- OPERATING ENGINEERS" FORK LIFT/CHERRY PICKER 06/01/2012 $39.84 $10.00 $12.65 $0.00 $62.49 OPERATING ENGINEERS LOCAL 4 12/01/2012 $40.46 $10.00 $12.65 $0.00 $63.11 06/01/2013 $41.24 $10.00 $12.65 $0.00 $63.89 12/01/2013 $42.02 $10.00 $12.65 $0.00 $64.67 For apprentice rates see "Apprentice- OPERATING ENGINEERS" 'NERATOR/LIGHTING PLANT/HEATERS 06/01/2012 $28.09 $10.00 $12.65 $0.00 $50.74 RATING ENGINEERS LOCAL 4 12/01/2012 $28.54 $10.00 $12.65 $0.00 $51.19 06/01/2013 $29.09 $10.00 $12.65 $0.00 $51.74 12/01/2013 $29.64 $10.00 $12.65 $0.00 $52.29 For apprentice rates see "Apprentice- OPERATING ENGINEERS" GLAZIER (GLASS PLANK/AIR BARRIER/INTERIOR 07/01/2012 $34.51 $7.80 $14.60 $0.00 $56.91 SYSTEMS) 01/01/2013 $35.51 $7.80 $14.60 $0.00 $57.91 GLAZIERS LOCAL 35 (ZONE 2) - ------------------- ------ ---- -- ---- - - - -- - - -- - -- -. -. -- -- ------- ------------ --- - - Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 13 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice - GLAZIER - Local 35 Zone 2 Effective Date - 07/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $17.26 $7.80 $0.00 $0.00 $25.06 2 55 $18.98 $7.80 $3.25 $0.00 $30.03 3 60 $20.71 $7.80 $3.54 $0.00 $32.05 4 65 $22.43 $7.80 $3.84 $0.00 $34.07 5 70 $24.16 $7.80 $12.83 $0.00 $44.79 6 75 $25.88 $7.80 $13.13 $0.00 $46.81 7 80 $27.61 $7.80 $13.42 $0.00 $48.83 8 90 $31.06 $7.80 $14.01 $0.00 $52.87 Effective Date - 01/01/2013 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $17.76 $7.80 $0.00 $0.00 $25.56 2 55 $19.53 $7.80 $3.25 $0.00 $30.58 3 60 $21.31 $7.80 $3.54 $0.00 $32.65 4 65 $23.08 $7.80 $3.84 $0.00 $34.72 5 70 $24.86 $7.80 $12.83 $0.00 $45.49 6 75 $26.63 $7.80 $13.13 $0.00 $47.56 7 80 $28.41 $7.80 $13.42 $0.00 $49.63 8 90 $31.96 $7.80 $14.01 $0.00 $53.77 - _ Notes: ___....._ _.._ - - - e -. - - _ - - - ___.- .._........_ - - - i..- _-. - - ___, Steps are 750 hrs. Apprentice to Journeyworker Ratio:l:l ___. - - - - - __.. 4 ---- �. - ___. - - - ___. HOISTING ENGINEER/CRANES/GRADALLS 06/01/2012 $39.84 $10.00 $12.65 $0.00 $62.49 OPERATING ENGINEERS LOCAL 4 12/01/2012 $40.46 $10.00 $12.65 $0.00 $63.11 06/01/2013 $41.24 $10.00 $12.65 $0.00 $63.89 12/01/2013 $42.02 $10.00 $12.65 $0.00 $64.67 - - - ----- --- ----- - - -- --- ---------- - - - - Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 14 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- OPERATING ENGINEERS -Local 4 Effective Date - 06/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 55 $21.91 $10.00 $0.00 $0.00 $0.00 $31.91 2 60 $23.90 $10.00 $12.65 $46.93 $0.00 $46.55 3 65 $25.90 $10.00 $12.65 4 70 $0.00 $48.55 4 70 $27.89 $10.00 $12.65 $30.35 $0.00 $50.54 5 75 $29.88 $10.00 $12.65 $10.00 $0.00 $52.53 6 80 $31.87 $10.00 $12.65 $12.65 $0.00 $54.52 7 85 $33.86 $10.00 $12.65 $0.00 $0.00 $56.51 8 90 $35.86 $10.00 $12.65 $75.53 $0.00 $58.51 Effective Date - 12/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 55 $22.25 $10.00 $0.00 $0.00 $32.25 2 60 $24.28 $10.00 $12.65 $0.00 $46.93 3 65 $26.30 $10.00 $12.65 $0.00 $48.95 4 70 $28.32 $10.00 $12.65 $0.00 $50.97 5 75 $30.35 $10.00 $12.65 $0.00 $53.00 6 80 $32.37 $10.00 $12.65 $0.00 $55.02 7 85 $34.39 $10.00 $12.65 $0.00 $57.04 8 90 $36.41 $10.00 $12.65 $0.00 $59.06 - - - _ _._...- - - W... - _.._......_. INotes: i _._. _-_. $13.00 $14.30 $0.00 $75.53 c_. - - - - _ - _ - - .,_., - Apprentice to Journepvorker Ratio: 1:6 - - , ____ - - ---. - T HVAC (DUCTWORK) 08/01/2012 $41.10 $9.82 $18.24 $2.08 $71.24 SHEETMETAL WORKERS LOCAL I7 -A 02/01/2013 $42.35 $9.82 $18.24 $2.11 $72.52 For apprentice rates see "Apprentice- SHEET METAL WORKER" HVAC (ELECTRICAL CONTROLS) 09/01/2012 $42.81 $13.00 $14.13 $0.00 $69.94 ELECTRICIANS LOCAL 103 03/01/2013 $43.52 $13.00 $14.16 $0.00 $70.68 09/01/2013 $44.20 $13.00 $14.18 $0.00 $71.38 03/01/2014 $44.92 $13.00 $14.20 $0.00 $72.12 09/01/2014 $45.60 $13.00 $14.22 $0.00 $72.82 03/01/2015 $46.32 $13.00 $14.24 $0.00 $73.56 09/01/2015 $47.27 $13.00 $14.27 $0.00 $74.54 03/01/2016 $48.23 $13.00 $14.30 $0.00 $75.53 For apprentice rates see "Apprentice- ELECTRICIAN' HVAC (TESTING AND BALANCING - AIR) 08/01/2012 $41.10 $9.82 $18.24 $2.08 $71.24 SHEETMETAL WORKERS LOCAL 17 -A 02/01/2013 $42.35 $9.82 $18.24 $2.11 $72.52 For apprentice rates see "Apprentice- SHEET METAL WORKER" AC (TESTING AND BALANCING -WATER) 09/01/2012 $45.76 $8.75 $12.39 $0.00 $66.90 YITTERS LOCAL 537 (Local 138) 03/01/2013 $47.01 $8.75 $12.39 $0.00 $68.15 For apprentice rates see "Apprentice- PIPEFITTER" or "PLUMBER/PIPEFITTER" -- ----------------- - -- --- --------- ----------- -------- ----- Issue Date: 11/13/2012 Wage Request Number: - ----------------- -- 20121113-005 - -------------------- --------------- - ------ Page 15 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment HVAC MECHANIC 09/01/2012 $45.76 $8.75 $12.39 $0.00 $66.90 PIPEFITTERS LOCAL 537 (Local 138) 03/01/2013 $47.01 $8.75 $12.39 $0.00 $68.15 For apprentice rates see "Apprentice- PIPEFITTER" or "PLUMBERRIPEFITTER" HYDRAULIC DRILLS 06/01/2012 $30.10 $7.10 $11.55 $0.00 $48.75 LABORERS - ZONE 2 12/01/2012 $30.35 $7.10 $11.55 $0.00 $49.00 06/01/2013 $30.85 $7.10 $11.55 $0.00 $49.50 12/01/2013 $31.35 $7.10 $11.55 $0.00 $50.00 06/01/2014 $31.85 $7.10 $11.55 $0.00 $50.50 12/01/2014 $32.35 $7.10 $11.55 $0.00 $51.00 06/01/2015 $32.85 $7.10 $11.55 $0.00 $51.50 12/01/2015 $33.35 $7.10 $11.55 $0.00 $52.00 06/01/2016 $33.85 $7.10 $11.55 $0.00 $52.50 12/01/2016 $34.60 $7.10 $11.55 $0.00 $53.25 For apprentice rates see "Apprentice- LABORER" INSULATOR (PIPES & TANKS) 09/01/2012 $41.46 $10.65 $11.50 $0.00 $63.61 ASBESTOS WORKERS LOCAL 6 (BOSTON) 09/01/2013 $43.06 $10.65 $11.50 $0.00 $65.21 09/01/2014 $45.06 $10.65 $11.50 $0.00 $67.21 Apprentice- ASBESTOS INSULATOR (Pipes & Tanks) -Local 6 Boston Effective Date - 09/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $20.73 $10.65 $8.60 $0.00 $39.98 2 60 $24.88 $10.65 $9.18 $0.00 $44.71 3 70 $29.02 $10.65 $9.76 $0.00 $49.43 4 80 $33.17 $10.65 $10.34 $0.00 $54.16 Effective Date - 09/01/2013 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $21.53 $10.65 $8.60 $0.00 $40.78 2 60 $25.84 $10.65 $9.18 $0.00 $45.67 3 70 $30.14 $10.65 $9.76 $0.00 $50.55 4 80 $34.45 $10.65 $10.34 $0.00 $55.44 - - _......- - _ - __....-........_......_ Notes: _... - - - _....._ - _.__ ___.- __.. - - - - ..._........._.._ - Steps are 1 year Apprentice to Journeyworker Ratio: 1:4 IRONWORKER/WELDER 09/16/2012 $34.57 $7.70 $18.35 $0.00 $60.62 IRONWORKERS LOCAL 7 (LAWRENCE AREA) 03/16/2013 $35.82 $7.70 $18.35 $0.00 $61.87 ----- --- - --- - -- ------ ----- --- - -- --- - ----- -------- Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 16 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemplovment Apprentice- IRONWORKER -Local 7 Lawrence Effective Date - 09/16/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 60 $20.74 $7.70 $18.35 $0.00 $46.79 2 70 $24.20 $7.70 $18.35 $0.00 $50.25 3 75 $25.93 $7.70 $18.35 $0.00 $51.98 4 80 $27.66 $7.70 $18.35 $0.00 $53.71 5 85 $29.38 $7.70 $18.35 $0.00 $55.43 6 90 $31.11 $7.70 $18.35 $0.00 $57.16 Effective Date - 03/16/2013 $29.60 $7.10 $11.55 Supplemental $48.25 Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 60 $21.49 $7.70 $18.35 $0.00 $47.54 2 70 $25.07 $7.70 $18.35 $0.00 $51.12 3 75 $26.87 $7.70 $18.35 $0.00 $52.92 4 80 $28.66 $7.70 $18.35 $0.00 $54.71 5 85 $30.45 $7.70 $18.35 $0.00 $56.50 6 90 $32.24 $7.70 $18.35 $0.00 $58.29 ---------__..-_...._----- Notes: $33.35 --_.._-.._._------. $11.55 $0.00 $52.00 Structural 1:6; Ornamental 1:4 $34.10 $7.10 $11.55 $0.00 $52.75 -..._..--..._.------___..--.---------- Apprentice to Journeyworker Ratio: °------ JACKHAMMER & PAVING BREAKER OPERATOR LABORERS - ZONE 2 For apprentice rates see "Apprentice- LABORER" LABORER LABORERS - ZONE 2 06/01/2012 $29.60 $7.10 $11.55 $0.00 $48.25 12/01/2012 $29.85 $7.10 $11.55 $0.00 $48.50 06/01/2013 $30.35 $7.10 $11.55 $0.00 $49.00 12/01/2013 $30.85 $7.10 $11.55 $0.00 $49.50 06/01/2014 $31.35 $7.10 $11.55 $0.00 $50.00 12/01/2014 $31.85 $7.10 $11.55 $0.00 $50.50 06/01/2015 $32.35 $7.10 $11.55 $0.00 $51.00 12/01/2015 $32.85 $7.10 $11.55 $0.00 $51.50 06/01/2016 $33.35 $7.10 $11.55 $0.00 $52.00 12/01/2016 $34.10 $7.10 $11.55 $0.00 $52.75 06/01/2012 $29.35 $7.10 $11.55 $0.00 $48.00 12/01/2012 $29.60 $7.10 $11.55 $0.00 $48.25 06/01/2013 $30.10 $7.10 $11.55 $0.00 $48.75 12/01/2013 $30.60 $7.10 $11.55 $0.00 $49.25 06/01/2014 $31.10 $7.10 $11.55 $0.00 $49.75 12/01/2014 $31.60 $7.10 $11.55 $0.00 $50.25 06/01/2015 $32.10 $7.10 $11.55 $0.00 $50.75 12/01/2015 $32.60 $7.10 $11.55 $0.00 $51.25 06/01/2016 $33.10 $7.10 $11.55 $0.00 $51.75 12/01/2016 $33.85 $7.10 $11.55 $0.00 $52.50 ---------------- --- -- - - --- -- ---- --- 1. - -- ------------------ -- --- -- Issue Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 17 of 39 Classification Effective Date Base Wage Health Pension Supplemental Supplemental Unemployment Total Rate 1 60 $17.76 Unemployment Apprentice - LABORER - Zone 2 $0.00 $36.41 2 70 $20.72 Effective Date - 06/01/2012 $11.55 $0.00 $39.37 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 60 $17.61 $7.10 $11.55 $0.00 $36.26 2 70 $20.55 $7.10 $11.55 $0.00 $39.20 3 80 $23.48 $7.10 $11.55 $0.00 $42.13 4 90 $26.42 $7.10 $11.55 $0.00 $45.07 Effective Date- 12/01/2012 Step percent Apprentice Base Wage Health Pension Supplemental Unemployment Total Rate 1 60 $17.76 $7.10 $11.55 $0.00 $36.41 2 70 $20.72 $7.10 $11.55 $0.00 $39.37 3 80 $23.68 $7.10 $11.55 $0.00 $42.33 4 90 $26.64 $7.10 $11.55 $0.00 $45.29 ------___.-..-_...- Notes: _.._,.-_._. _..._ --- --v_-_____.----_, $11.55 $0.00 $50.25 _--...._-._._.-...._ --- Apprentice to Journeyworker Ratio: 1:5 ----___._..........___....s._ $7.10 _ - - - - $50.75 LABORER: CARPENTER TENDER LABORERS - ZONE 2 For apprentice rates see "Apprentice- LABORER" LABORER: CEMENT FINISHER TENDER LABORERS-ZONE2 For apprentice rates see "Apprentice- LABORER" LABORER: HAZARDOUS WASTE/ASBESTOS REMOVER LABORERS - ZONE 2 For apprentice rates see "Apprentice- LABORER" Total Rate 06/01/2012 $29.35 $7.10 $11.55 $0.00 $48.00 12/01/2012 $29.60 $7.10 $11.55 $0.00 $48.25 06/01/2013 $30.10 $7.10 $11.55 $0.00 $48.75 12/01/2013 $30.60 $7.10 $11.55 $0.00 $49.25 06/01/2014 $31.10 $7.10 $11.55 $0.00 $49.75 12/01/2014 $31.60 $7.10 $11.55 $0.00 $50.25 06/01/2015 $32.10 $7.10 $11.55 $0.00 $50.75 12/01/2015 $32.60 $7.10 $11.55 $0.00 $51.25 06/01/2016 $33.10 $7.10 $11.55 $0.00 $51.75 12/01/2016 $33.85 $7.10 $11.55 $0.00 $52.50 06/01/2012 $29.35 $7.10 $11.55 $0.00 $48.00 12/01/2012 $29.60 $7.10 $11.55 $0.00 $48.25 06/01/2013 $30.10 $7.10 $11.55 $0.00 $48.75 12/01/2013 $30.60 $7.10 $11.55 $0.00 $49.25 06/01/2014 $31.10 $7.10 $11.55 $0.00 $49.75 12/01/2014 $31.60 $7.10 $11.55 $0.00 $50.25 06/01/2015 $32.10 $7.10 $11.55 $0.00 $50.75 12/01/2015 $32.60 $7.10 $11.55 $0.00 $51.25 06/01/2016 $33.10 $7.10 $11.55 $0.00 $51.75 12/01/2016 $33.85 $7.10 $11.55 $0.00 $52.50 12/01/2011 $29.35 $7.10 $11.55 $0.00 $48.00 -------- - - -------- -- - ---- - - --- -- -- ------ Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 18 of 39 Classification LABORER: MASON TENDER LABORERS - ZONE 2 For apprentice rates see "Apprentice- LABORER" LABORER: MULTI -TRADE TENDER LABORERS - ZONE 2 For apprentice rates see "Apprentice- LABORER" 'BORER: TREE REMOVER 9RERS-ZONE 2 Effective Date Base Wage Health Pension Supplemental Unemployment Total Rate 06/01/2012 $29.60 $7.10 $11.55 $0.00 $48.25 12/01/2012 $29.85 $7.10 $11.55 $0.00 $48.50 06/01/2013 $30.35 $7.10 $11.55 $0.00 $49.00 12/01/2013 $30.85 $7.10 $11.55 $0.00 $49.50 06/01/2014 $31.35 $7.10 $11.55 $0.00 $50.00 12/01/2014 $31.85 $7.10 $11.55 $0.00 $50.50 06/01/2015 $32.35 $7.10 $11.55 $0.00 $51.00 12/01/2015 $32.85 $7.10 $11.55 $0.00 $51.50 06/01/2016 $33.35 $7.10 $11.55 $0.00 $52.00 12/01/2016 $34.10 $7.10 $11.55 $0.00 $52.75 06/01/2012 $29.35 $7.10 $11.55 $0.00 $48.00 12/01/2012 $29.60 $7.10 $11.55 $0.00 $48.25 06/01/2013 $30.10 $7.10 $11.55 $0.00 $48.75 12/01/2013 $30.60 $7.10 $11.55 $0.00 $49.25 06/01/2014 $31.10 $7.10 $11.55 $0.00 $49.75 12/01/2014 $31.60 $7.10 $11.55 $0.00 $50.25 06/01/2015 $32.10 $7.10 $11.55 $0.00 $50.75 12/01/2015 $32.60 $7.10 $11.55 $0.00 $51.25 06/01/2016 $33.10 $7.10 $11.55 $0.00 $51.75 12/01/2016 $33.85 $7.10 $11.55 $0.00 $52.50 06/01/2012 $29.35 $7.10 $11.55 $0.00 $48.00 12/01/2012 $29.60 $7.10 $11.55 $0.00 $48.25 06/01/2013 $30.10 $7.10 $11.55 $0.00 $48.75 12/01/2013 $30.60 $7.10 $11.55 $0.00 $49.25 06/01/2014 $31.10 $7.10 $11.55 $0.00 $49.75 12/01/2014 $31.60 $7.10 $11.55 $0.00 $50.25 06/01/2015 $32.10 $7.10 $11.55 $0.00 $50.75 12/01/2015 $32.60 $7.10 $11.55 $0.00 $51.25 06/01/2016 $33.10 $7.10 $11.55 $0.00 $51.75 12/01/2016 $33.85 $7.10 $11.55 $0.00 $52.50 This classification applies to the wholesale removal of standing trees including all associated trimming of branches and limbs, and applies to the removal of branches at locations not on or around utility lines. For apprentice rates see "Apprentice- LABORER" LASER BEAM OPERATOR LABORERS - ZONE 2 For apprentice rates see "Apprentice- LABORER" 06/01/2012 $29.60 $7.10 $11.55 $0.00 $48.25 12/01/2012 $29.85 $7.10 $11.55 $0.00 $48.50 06/01/2013 $30.35 $7.10 $11.55 $0.00 $49.00 12/01/2013 $30.85 $7.10 $11.55 $0.00 $49.50 06/01/2014 $31.35 $7.10 $11.55 $0.00 $50.00 12/01/2014 $31.85 $7.10 $11.55 $0.00 $50.50 06/01/2015 $32.35 $7.10 $11.55 $0.00 $51.00 12/01/2015 $32.85 $7.10 $11.55 $0.00 $51.50 06/01/2016 $33.35 $7.10 $11.55 $0.00 $52.00 12/01/2016 $34.10 $7.10 $11.55 $0.00 $52.75 ---------- -- -------- --- -------------- --------- -- Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 19 of 39 Classification MARBLE & TILE FINISHERS BRICKLAYERS LOCAL 3 - MARBLE & TILE Effective Date Base Wage Health Pension Supplemental Unemployment Total Rate 08/01/2012 $36.20 $10.18 $16.04 $0.00 $62.42 02/01/2013 $36.67 $10.18 $16.04 $0.00 $62.89 08/01/2013 $37.38 $10.18 $16.11 $0.00 $63.67 02/01/2014 $37.83 $10.18 $16.11 $0.00 $64.12 08/01/2014 $38.54 $10.18 $16.18 $0.00 $64.90 02/01/2015 $38.99 $10.18 $16.18 $0.00 $65.35 08/01/2015 $39.70 $10.18 $16.25 $0.00 $66.13 02/01/2016 $40.15 $10.18 $16.25 $0.00 $66.58 08/01/2016 $40.85 $10.18 $16.33 $0.00 $67.36 02/01/2017 $41.31 $10.18 $16.33 $0.00 $67.82 Apprentice- MARBLE & TILE FINISHER -Local 3 Marble & Tile Effective Date - 08/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $18.10 $10.18 $16.04 $0.00 $44.32 2 60 $21.72 $10.18 $16.04 $0.00 $47.94 3 70 $25.34 $10.18 $16.04 $0.00 $51.56 4 80 $28.96 $10.18 $16.04 $0.00 $55.18 5 90 $32.58 $10.18 $16.04 $0.00 $58.80 Effective Date - 02/01/2013 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $18.34 $10.18 $16.04 2 60 $22.00 $10.18 $16.04 3 70 $25.67 $10.18 $16.04 4 80 $29.34 $10.18 $16.04 5 90 $33.00 $10.18 $16.04 _ INotes....._..- - - ___ - _...... ____ ___. - - - - _.__ _.........._ ._._. __._ - Apprentice to Journeyworker Ratio: 1:3 MARBLE MASONS,TILELAYERS & TERRAZZO MECH BRICKLAYERS LOCAL 3 - MARBLE & TILE $0.00 $44.56 $0.00 $48.22 $0.00 $51.89 $0.00 $55.56 $0.00 $59.22 1 08/01/2012 $47.45 $10.18 $17.25 $0.00 $74.88 02/01/2013 $48.03 $10.18 $17.25 $0.00 $75.46 08/01/2013 $48.93 $10.18 $17.32 $0.00 $76.43 02/01/2014 $49.49 $10.18 $17.32 $0.00 $76.99 08/01/2014 $50.39 $10.18 $17.39 $0.00 $77.96 02/01/2015 $50.95 $10.18 $17.39 $0.00 $78.52 08/01/2015 $51.85 $10.18 $17.46 $0.00 $79.49 02/01/2016 $52.42 $10.18 $17.46 $0.00 $80.06 08/01/2016 $53.32 $10.18 $17.54 $0.00 $81.04 02/01/2017 $53.89 $10.18 $17.54 $0.00 $81.61 ---------------- ------------------------------ - - - ----- --- --- Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 20 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice - AVRBLE-TILE-TERRAZZO MECHANIC - Local 3 Marble & Tile Effective Date - 08/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $23.73 $10.18 $17.25 $0.00 $51.16 2 60 $28.47 $10.18 $17.25 $0.00 $55.90 3 70 $33.22 $10.18 $17.25 $0.00 $60.65 4 80 $37.96 $10.18 $17.25 $0.00 $65.39 5 90 $42.71 $10.18 $17.25 $0.00 $70.14 Effective Date - 02/01/2013 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $24.02 $10.18 $17.25 2 60 $28.82 $10.18 $17.25 3 70 $33.62 $10.18 $17.25 4 80 $38.42 $10.18 $17.25 5 90 $43.23 $10.18 $17.25 - ____ _.._.._.._ - _._. _.._ ___......_ _.._ - Notes: _... _._. - ___...._.. ___..- - - - __.. Apprentice to Journeyworker Ratio: 1:5 $41.64 $10.00 $12.65 $0.00 $51.45 $0.00 $56.25 $0.00 $61.05 $0.00 $65.85 $0.00 $70.66 i� I ,CH. SWEEPER OPERATOR (ON CONST. SITES) 06/01/2012 $39.47 $10.00 $12.65 $0.00 $62.12 RATING ENGINEERS LOCAL 4 12/01/2012 $40.09 $10.00 $12.65 $0.00 $62.74 06/01/2013 $40.86 $10.00 $12.65 $0.00 $63.51 12/01/2013 $41.64 $10.00 $12.65 $0.00 $64.29 For apprentice rates see "Apprentice- OPERATING ENGINEERS" MECHANICS MAINTENANCE 06/01/2012 $39.47 $10.00 $12.65 $0.00 $62.12 OPERATING ENGINEERS LOCAL 4 12/01/2012 $40.09 $10.00 $12.65 $0.00 $62.74 06/01/2013 $40.86 $10.00 $12.65 $0.00 $63.51 12/01/2013 $41.64 $10.00 $12.65 $0.00 $64.29 For apprentice rates see "Apprentice- OPERATING ENGINEERS" MILLWRIGHT (Zone 2) MILLWRIGHTS LOCAL 1121 - Zone 2 04/01/2011 $31.71 $8.67 $15.61 $0.00 $55.99 -- ----- ----------------------------------------------- ---- Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 21 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemplovment Apprentice- MILLWRIGHT- Local 1121 Zone 2 Effective Date - 04/01/2011 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $15.86 $8.67 $11.64 $0.00 $36.17 2 55 $17.44 $8.67 $11.64 $0.00 $37.75 3 60 $19.03 $8.67 $13.23 $0.00 $40.93 4 65 $20.61 $8.67 $13.23 $0.00 $42.51 5 70 $22.20 $8.67 $14.02 $0.00 $44.89 6 75 $23.78 $8.67 $14.02 $0.00 $46.47 7 80 $25.37 $8.67 $14.82 $0.00 $48.86 8 85 $26.95 $8.67 $14.82 $0.00 $50.44 ------.._.....-_._.-_.._.._......-__._---..._..--____---_..__ iNotes: 06/01/2015 $32.35 $7.10 -- I z-------____-_.__----._....------- Apprentice to Journeyworker Ratio: 1:5 $51.00 12/01/2015 - - - - MORTAR MIXER 06/01/2012 $29.60 $7.10 $11.55 $0.00 $48.25 LABORERS-ZONE2 12/01/2012 $29.85 $7.10 $11.55 $0.00 $48.50 06/01/2013 $30.35 $7.10 $11.55 $0.00 $49.00 12/01/2013 $30.85 $7.10 $11.55 $0.00 $49.50 06/01/2014 $31.35 $7.10 $11.55 $0.00 $50.00 12/01/2014 $31.85 $7.10 $11.55 $0.00 $50.50 06/01/2015 $32.35 $7.10 $11.55 $0.00 $51.00 12/01/2015 $32.85 $7.10 $11.55 $0.00 $51.50 06/01/2016 $33.35 $7.10 $11.55 $0.00 $52.00 12/01/2016 $34.10 $7.10 $11.55 $0.00 $52.75 For apprentice rates see "Apprentice- LABORER" OILER (OTHER THAN TRUCK CRANES,GRADALLS) 06/01/2012 $21.31 $10.00 $12.65 $0.00 $43.96 OPERATING ENGINEERS LOCAL 4 12/01/2012 $21.65 $10.00 $12.65 $0.00 $44.30 06/01/2013 $22.07 $10.00 $12.65 $0.00 $44.72 12/01/2013 $22.49 $10.00 $12.65 $0.00 $45.14 For apprentice rates see "Apprentice- OPERATING ENGINEERS" OILER (TRUCK CRANES, GRADALLS) 06/01/2012 $24.60 $10.00 $12.65 $0.00 $47.25 OPERATING ENGINEERS LOCAL 4 12/01/2012 $24.99 $10.00 $12.65 $0.00 $47.64 06/01/2013 $25.47 $10.00 $12.65 $0.00 $48.12 12/01/2013 $25.96 $10.00 $12.65 $0.00 $48.61 For apprentice rates see "Apprentice- OPERATING ENGINEERS" OTHER POWER DRIVEN EQUIPMENT - CLASS II 06/01/2012 $39.47 $10.00 $12.65 $0.00 $62.12 OPERATING ENGINEERS LOCAL 4 12/01/2012 $40.09 $10.00 $12.65 $0.00 $62.74 06/01/2013 $40.86 $10.00 $12.65 $0.00 $63.51 12/01/2013 $41.64 $10.00 $12.65 $0.00 $64.29 For apprentice rates see "Apprentice- OPERATING ENGINEERS" PAINTER (BRIDGES/TANKS) 07/01/2012 $44.51 $7.80 $15.10 $0.00 $67.41 PAINTERS LOCAL 35 - ZONE 2 01/01/2013 $45.01 $7.80 $15.60 $0.00 $68.41 -- ---------------- -------------- - -- ---- - -------- - - - -- -- ------ - Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 22 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice - PAINTER Local 35 - BRIDGES/TANKS Effective Date - 07/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $22.26 $7.80 $0.00 $0.00 $30.06 2 55 $24.48 $7.80 $3.38 $0.00 $35.66 3 60 $26.71 $7.80 $3.69 $0.00 $38.20 4 65 $28.93 $7.80 $4.00 $0.00 $40.73 5 70 $31.16 $7.80 $13.26 $0.00 $52.22 6 75 $33.38 $7.80 $13.56 $0.00 $54.74 7 80 $35.61 $7.80 $13.87 $0.00 $57.28 8 90 $40.06 $7.80 $14.49 $0.00 $62.35 Effective Date - 01/01/2013 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $22.51 $7.80 $0.00 $0.00 $30.31 2 55 $24.76 $7.80 $3.52 $0.00 $36.08 3 60 $27.01 $7.80 $3.84 $0.00 $38.65 4 65 $29.26 $7.80 $4.16 $0.00 $41.22 5 70 $31.51 $7.80 $13.68 $0.00 $52.99 6 75 $33.76 $7.80 $14.00 $0.00 $55.56 7 80 $36.01 $7.80 $14.32 $0.00 $58.13 8 90 $40.51 $7.80 $14.96 $0.00 $63.27 _ - (Notes: - ____ - _.. - - - - - - - _ _._. ____ _. - - ___. _ - _ - - - __._ - _._., Steps are 750 hrs. f Apprentice to Journeyworker Ratio:1:1 PAINTER (SPRAY OR SANDBLAST, NEW) * 07/01/2012 $35.41 $7.80 $15.10 $0.00 * If 30% or more of surfaces to be painted are new construction, 01/01/2013 $35.91 $7.80 $15.60 $0.00 NEW paint rate shall be used. PAINTERS LOCAL 35 - ZONE 2 $58.31 $59.31 -- ----- ----- -- --- - ------------- - ------ -- - - Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 23 of 39 Classification Health Effective Date Base Wage Health Pension Supplemental $17.96 $7.80 $0.00 $0.00 $25.76 Unemployment $7.80 Apprentice - PAINTER Local 35 Zone 2 - Spray/Sandblast - New $31.07 $21.55 $7.80 $3.84 Effective Date - 07/01/2012 $33.19 $23.34 $7.80 Supplemental $0.00 Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $17.71 $7.80 $0.00 $0.00 $25.51 2 55 $19.48 $7.80 $3.38 $0.00 $30.66 3 60 $21.25 $7.80 $3.69 $0.00 $32.74 4 65 $23.02 $7.80 $4.00 $0.00 $34.82 5 70 $24.79 $7.80 $13.26 $0.00 $45.85 6 75 $26.56 $7.80 $13.56 $0.00 $47.92 7 80 $28.33 $7.80 $13.87 $0.00 $50.00 8 90 $31.87 $7.80 $14.49 $0.00 $54.16 Effective Date - 01/01/2013 Step percent 1 50 2 55 3 60 4 65 5 70 6 75 7 80 8 90 - - - - - - Notes: ___.. __._ Apprentice to Jou rneyworker Ratio: 1:1 PAINTER (SPRAY OR SANDBLAST, REPAINT) PAINTERS LOCAL 35 - ZONE 2 Apprentice Base Wage Health Pension Supplemental Unemployment Total Rate $17.96 $7.80 $0.00 $0.00 $25.76 $19.75 $7.80 $3.52 $0.00 $31.07 $21.55 $7.80 $3.84 $0.00 $33.19 $23.34 $7.80 $4.16 $0.00 $35.30 $25.14 $7.80 $13.68 $0.00 $46.62 $26.93 $7.80 $14.00 $0.00 $48.73 $28.73 $7.80 $14.32 $0.00 $50.85 $32.32 -- -..._._ $7.80 _._. _..._... $14.96 - - --- $0.00 - - _... $55.08 - -__. Total Rate 07/01/2012 $33.47 $7.80 $15.10 $0.00 $56.37 01/01/2013 $33.97 $7.80 $15.60 $0.00 $57.37 -------- --------- ---- --- -- - - ----- --- --- --------------- --- Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 24 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice - PAINTER Local 35 Zone 2 - Spray/Sandblast - Repaint Effective Date - 07/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $16.74 $7.80 $0.00 $0.00 $24.54 2 55 $18.41 $7.80 $3.38 $0.00 $29.59 3 60 $20.08 $7.80 $3.69 $0.00 $31.57 4 65 $21.76 $7.80 $4.00 $0.00 $33.56 5 70 $23.43 $7.80 $13.26 $0.00 $44.49 6 75 $25.10 $7.80 $13.56 $0.00 $46.46 7 80 $26.78 $7.80 $13.87 $0.00 $48.45 8 90 $30.12 $7.80 $14.49 $0.00 $52.41 Effective Date - 01/01/2013 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $16.99 $7.80 $0.00 $0.00 $24.79 2 55 $18.68 $7.80 $3.52 $0.00 $30.00 3 60 $20.38 $7.80 $3.84 $0.00 $32.02 4 65 $22.08 $7.80 $4.16 $0.00 $34.04 5 70 $23.78 $7.80 $13.68 $0.00 $45.26 6 75 $25.48 $7.80 $14.00 $0.00 $47.28 7 80 $27.18 $7.80 $14.32 $0.00 $49.30 8 90 $30.57 $7.80 $14.96 $0.00 $53.33 Notes: L-- - - - - - - - - - Apprentice to Journeyworker Ratio:I:I - - - - --- - - - - - - - - - - - - - PAINTER (TRAFFIC MARKINGS) 06/01/2012 $29.35 $7.10 $11.55 $0.00 $48.00 LABORERS - ZONE 2 12/01/2012 $29.60 $7.10 $11.55 $0.00 $48.25 06/01/2013 $30.10 $7.10 $11.55 $0.00 $48.75 12/01/2013 $30.60 $7.10 $11.55 $0.00 $49.25 06/01/2014 $31.10 $7.10 $11.55 $0.00 $49.75 12/01/2014 $31.60 $7.10 $11.55 $0.00 $50.25 06/01/2015 $32.10 $7.10 $11.55 $0.00 $50.75 12/01/2015 $32.60 $7.10 $11.55 $0.00 $51.25 06/01/2016 $33.10 $7.10 $11.55 $0.00 $51.75 12/01/2016 $33.85 $7.10 $11.55 $0.00 $52.50 For Apprentice rates see "Apprentice- LABORER" PAINTER / TAPER (BRUSH, NEW) * 07/01/2012 $34.01 $7.80 $15.10 $0.00 $56.91 * If 30% or more of surfaces to be painted are new construction, 01/01/2013 $34.51 $7.80 $15.60 $0.00 $57.91 NEW paint rate shall be used.PAINTERS LOCAL 35 - ZONE 2 Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 25 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- PAINTER -Local 35 Zone 2 - BRUSHNEW Effective Date - 07/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $17.01 $7.80 $0.00 $0.00 $24.81 2 55 $18.71 $7.80 $3.38 $0.00 $29.89 3 60 $20.41 $7.80 $3.69 $0.00 $31.90 4 65 $22.11 $7.80 $4.00 $0.00 $33.91 5 70 $23.81 $7.80 $13.26 $0.00 $44.87 6 75 $25.51 $7.80 $13.56 $0.00 $46.87 7 80 $27.21 $7.80 $13.87 $0.00 $48.88 8 90 $30.61 $7.80 $14.49 $0.00 $52.90 Effective Date - 01/01/2013 Supplemental - - ---- - Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $17.26 $7.80 $0.00 $0.00 $25.06 2 55 $18.98 $7.80 $3.52 $0.00 $30.30 3 60 $20.71 $7.80 $3.84 $0.00 $32.35 4 65 $22.43 $7.80 $4.16 $0.00 $34.39 5 70 $24.16 $7.80 $13.68 $0.00 $45.64 6 75 $25.88 $7.80 $14.00 $0.00 $47.68 7 80 $27.61 $7.80 $14.32 $0.00 $49.73 8 90 $31.06 $7.80 $14.96 $0.00 $53.82 - - - - - - - - - - - Notes: - - - - -- - - - - - - --- - - - - Steps are 750 hrs. -- - - - - - - - -- - - Apprentice to Journeyworker Ratio: 1:1 - - ---- - - - - - - - --- - - - - - PAINTER / TAPER (BRUSH, REPAINT) PAINTERS LOCAL 35 - ZONE 2 07/01/2012 $32.07 $7.80 $15.10 $0.00 $54.97 01/01/2013 $32.57 $7.80 $15.60 $0.00 $55.97 --------------- ------ - - ----------- -- -- ---- -- ---------- - Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 26 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- PAINTER Local 35 Zone 2 -BRUSH REPAINT Effective Date - 07/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $16.04 $7.80 $0.00 $0.00 $23.84 2 55 $17.64 $7.80 $3.38 $0.00 $28.82 3 60 $19.24 $7.80 $3.69 $0.00 $30.73 4 65 $20.85 $7.80 $4.00 $0.00 $32.65 5 70 $22.45 $7.80 $13.26 $0.00 $43.51 6 75 $24.05 $7.80 $13.56 $0.00 $45.41 7 80 $25.66 $7.80 $13.87 $0.00 $47.33 8 90 $28.86 $7.80 $14.49 $0.00 $51.15 Effective Date - 01/01/2013 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $16.29 $7.80 $0.00 $0.00 $24.09 2 55 $17.91 $7.80 $3.52 $0.00 $29.23 3 60 $19.54 $7.80 $3.84 $0.00 $31.18 4 65 $21.17 $7.80 $4.16 $0.00 $33.13 5 70 $22.80 $7.80 $13.68 $0.00 $44.28 6 75 $24.43 $7.80 $14.00 $0.00 $46.23 7 80 $26.06 $7.80 $14.32 $0.00 $48.18 8 90 $29.31 $7.80 $14.96 $0.00 $52.07 Notes: 08/01/2015 $43.70 $9.80 $17.67 Steps are 750 hrs. $71.17 Apprentice to Journeyworker Ratio:1:1 PANEL & PICKUP TRUCKS DRIVER 08/01/2012 $29.68 $8.91 $7.27 $0.00 $45.86 TEA AISTERSJOINT COUNCIL NO. 1O ZONE B $9.80 $17.67 $0.00 $68.17 08/01/2014 $42.20 $9.80 12/01/2012 $30.28 $9.07 $8.00 $0.00 $47.35 PIER AND DOCK CONSTRUCTOR (UNDERPINNING AND 08/01/2012 $39.20 $9.80 $17.67 $0.00 $66.67 DECK) 08/01/2013 $40.70 $9.80 $17.67 $0.00 $68.17 PILE DRIVER LOCAL 56 (ZONE 1) 08/01/2014 $42.20 $9.80 $17.67 $0.00 $69.67 08/01/2015 $43.70 $9.80 $17.67 $0.00 $71.17 PILE DRIVER PILE DRIVER LOCAL 56 (ZONE 1) 08/01/2012 $39.20 $9.80 $17.67 $0.00 $66.67 08/01/2013 $40.70 $9.80 $17.67 $0.00 $68.17 08/01/2014 $42.20 $9.80 $17.67 $0.00 $69.67 08/01/2015 $43.70 $9.80 $17.67 $0.00 $71.17 -- - - -- - --- - - ----------------- - ---- ----- --------- Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 27 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- PILE DRIVER -Local 56 Zone I Effective Date - 08/01/2012 Step percent Apprentice Base Wage Health Pension Supplemental Unemployment Total Rate 1 50 $19.60 $9.80 $17.67 $0.00 $47.07 2 60 $23.52 $9.80 $17.67 $0.00 $50.99 3 70 $27.44 $9.80 $17.67 $0.00 $54.91 4 75 $29.40 $9.80 $17.67 $0.00 $56.87 5 80 $31.36 $9.80 $17.67 $0.00 $58.83 6 80 $31.36 $9.80 $17.67 $0.00 $58.83 7 90 $35.28 $9.80 $17.67 $0.00 $62.75 8 90 $35.28 $9.80 $17.67 $0.00 $62.75 Effective Date - 08/01/2013 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $20.35 $9.80 $11.67 $0.00 $47.82 2 60 $24.42 $9.80 $17.67 $0.00 $51.89 3 70 $28.49 $9.80 $17.67 $0.00 $55.96 4 75 $30.53 $9.80 $17.67 $0.00 $58.00 5 80 $32.56 $9.80 $17.67 $0.00 $60.03 6 80 $32.56 $9.80 $17.67 $0.00 $60.03 7 90 $36.63 $9.80 $17.67 $0.00 $64.10 8 90 $36.63 $9.80 $17.67 $0.00 $64.10 - - - - - - - - - -- - Notes: - - - - - - - - - - - - - - - - - - Apprentice to Journeyworker Ratio: 1:3 PIPEFITTER & STEAMFITTER 09/01/2012 $45.76 $8.75 $12.39 $0.00 $66.90 PIPEFITTERS LOCAL 537 (Local 138) 03/01/2013 $47.01 $8.75 $12.39 $0.00 $68.15 ----------- ---- ---- - --------------------- ------------ ---- Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 28 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- PIPEFITTER Local 537 (Local 138) Effective Date - 09/01/2012 Step percent Apprentice Base Wage Health 1 40 $18.30 $8.75 2 45 $20.59 $8.75 3 60 $27.46 $8.75 4 70 $32.03 $8.75 5 80 $36.61 $8.75 Effective Date - 03/01/2013 Step percent Apprentice Base Wage Health Pension Supplemental Unemployment Total Rate $4.50 $0.00 $31.55 $12.39 $0.00 $41.73 $12.39 $0.00 $48.60 $12.39 $0.00 $53.17 $12.39 $0.00 $57.75 Supplemental Pension Unemployment Total Rate 1 40 $18.80 $8.75 $4.50 $0.00 $32.05 2 45 $21.15 $8.75 $12.39 $0.00 $42.29 3 60 $28.21 $8.75 $12.39 $0.00 $49.35 4 70 $32.91 $8.75 $12.39 $0.00 $54.05 5 80 $37.61 $8.75 $12.39 $0.00 $58.75 __-- - (Notes: _._. - - - - --- - - _.. _.__ - - _ __....._._ _. _.__ _ - - __-_ - - ____ - -, 12/01/2015 * * 1:3; 3:15; 1:10 thereafter / Steps are 1 yr. $7.10 $11.55 $0.00 $51.50 06/01/2016 $33.35 Refrig/AC Mechanic **1:1;1:2;2:4;3:6;4:8;5:10;6:12;7:14;8:17-19:20;10:23(Max) ___-__,._�._.._�....._T__..__..._�..____-__.___....__. -- I Apprentice to Journeyworker Ratio:** 12/01/2016 $34.10 $7.10 $11.55 $0.00 "ELAYER ORERS-ZONE 2 For apprentice rates see "Apprentice- LABORER" PLUMBER PLUMBERS & GASF17TERS LOCAL 12 (Local 138) 06/01/2012 $29.60 $7.10 $11.55 $0.00 $48.25 12/01/2012 $29.85 $7.10 $11.55 $0.00 $48.50 06/01/2013 $30.35 $7.10 $11.55 $0.00 $49.00 12/01/2013 $30.85 $7.10 $11.55 $0.00 $49.50 06/01/2014 $31.35 $7.10 $11.55 $0.00 $50.00 12/01/2014 $31.85 $7.10 $11.55 $0.00 $50.50 06/01/2015 $32.35 $7.10 $11.55 $0.00 $51.00 12/01/2015 $32.85 $7.10 $11.55 $0.00 $51.50 06/01/2016 $33.35 $7.10 $11.55 $0.00 $52.00 12/01/2016 $34.10 $7.10 $11.55 $0.00 $52.75 09/01/2012 $43.98 $9.32 $13.29 $0.00 $66.59 03/01/2013 $45.23 $9.32 $13.29 $0.00 $67.84 --------- ------ - - -- -- ---- -- -- - - - - - - Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 29 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemplovment Apprentice- PLUMBERIGASFITTER -Local 12 (Local 138) Effective Date - 09/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 35 $15.39 $9.32 $4.97 $0.00 $29.68 2 40 $17.59 $9.32 $5.61 $0.00 $32.52 3 55 $24.19 $9.32 $7.53 $0.00 $41.04 4 65 $28.59 $9.32 $8.81 $0.00 $46.72 5 75 $32.99 $9.32 $10.09 $0.00 $52.40 Effective Date - 03/01/2013 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 35 $15.83 $9.32 $4.97 $0.00 $30.12 2 40 $18.09 $9.32 $5.61 $0.00 $33.02 3 55 $24.88 $9.32 $7.53 $0.00 $41.73 4 65 $29.40 $9.32 $8.81 $0.00 $47.53 5 75 $33.92 $9.32 $10.09 $0.00 $53.33 -_.- - - - - - - __......_ __._ - __._ __.. (Notes: -- __ _._. _ - _._.._.... - ____ _ - _ - __.. _ - Steps are 1 yr $30.85 $7.10 $11.55 $0.00 $49.50 Step 4 with lic$50.43 Step5 with lic$56.22 06/01/2014 $31.35 $7.10 $11.55 $0.00 Apprentice to Journeyworker Ratio:1:5 $33.60 12/01/2014 $31.85 $7.10 $11.55 PNEUMATIC CONTROLS (TEMP.) PIPEFITTERS LOCAL 537 (Local 138) For apprentice rates see "Apprentice- PIPEFiTTER" or "PLUMBER/PIPEFITTER" 09/01/2012 03/01/2013 $45.76 $47.01 $8.75 $8.75 $12.39 $12.39 $0.00 $0.00 $66.90 $68.15 PNEUMATIC DRILL/TOOL OPERATOR 06/01/2012 $29.60 $7.10 $11.55 $0.00 $48.25 LABORERS - ZONE 2 $11.55 $0.00 $49.25 06/01/2013 $31.10 $7.10 $11.55 12/01/2012 $29.85 $7.10 $11.55 $0.00 $48.50 $0.00 06/01/2013 $30.35 $7.10 $11.55 $0.00 $49.00 $50.75 12/01/2013 $30.85 $7.10 $11.55 $0.00 $49.50 06/01/2015 06/01/2014 $31.35 $7.10 $11.55 $0.00 $50.00 $33.60 12/01/2014 $31.85 $7.10 $11.55 $0.00 $50.50 $7.10 06/01/2015 $32.35 $7.10 $11.55 $0.00 $51.00 $11.55 12/01/2015 $32.85 $7.10 $11.55 $0.00 $51.50 -- 06/01/2016 $33.35 $7.10 $11.55 $0.00 $52.00 12/01/2016 $34.10 $7.10 $11.55 $0.00 $52.75 For apprentice rates see "Apprentice- LABORER" POWDERMAN & BLASTER 06/01/2012 $30.35 $7.10 $11.55 $0.00 $49.00 LABORERS - ZONE 2 12/01/2012 $30.60 $7.10 $11.55 $0.00 $49.25 06/01/2013 $31.10 $7.10 $11.55 $0.00 $49.75 12/01/2013 $31.60 $7.10 $11.55 $0.00 $50.25 06/01/2014 $32.10 $7.10 $11.55 $0.00 $50.75 12/01/2014 $32.60 $7.10 $11.55 $0.00 $51.25 06/01/2015 $33.10 $7.10 $11.55 $0.00 $51.75 12/01/2015 $33.60 $7.10 $11.55 $0.00 $52.25 06/01/2016 $34.10 $7.10 $11.55 $0.00 $52.75 12/01/2016 $34.85 $7.10 $11.55 $0.00 $53.50 - --- - ------ Issue Date: 11/13/2012 Wage Request Number: 20121113-005 -- - - -- ---------------- -- Page 30 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate OPERATING ENGINEERS LOCAL 4 12/01/2012 $40.09 $10.00 $12.65 Unemplovment $62.74 For apprentice rates see "Apprentice- LABORER" 06/01/2013 $40.86 $10.00 $12.65 $0.00 $63.51 POWER SHOVEL/DERRICK/TRENCHING MACHINE 06/01/2012 $39.84 $10.00 $12.65 $0.00 $62.49 -FRA TING ENGINEERS LOCAL 4 ROOFER (Inc.Roofer Waterproofng &Roofer Damproofg) 12/01/2012 $40.46 $10.00 $12.65 $0.00 $63.11 ROOFERS LOCAL 33 06/01/2013 $41.24 $10.00 $12.65 $0.00 $63.89 - _ Issue Date: 11/13/2012 Wage Request Number: 12/01/2013 $42.02 $10.00 $12.65 $0.00 $64.67 For apprentice rates see "Apprentice- OPERATING ENGINEERS" PUMP OPERATOR (CONCRETE) 06/01/2012 $39.84 $10.00 $12.65 $0.00 $62.49 OPERATING ENGINEERS LOCAL 4 12/01/2012 $40.46 $10.00 $12.65 $0.00 $63.11 06/01/2013 $41.24 $10.00 $12.65 $0.00 $63.89 12/01/2013 $42.02 $10.00 $12.65 $0.00 $64.67 For apprentice rates see "Apprentice- OPERATING ENGINEERS" PUMP OPERATOR (DEWATERING, OTHER) 06/01/2012 $28.09 $10.00 $12.65 $0.00 $50.74 OPERATING ENGINEERS LOCAL 4 12/01/2012 $28.54 $10.00 $12.65 $0.00 $51.19 06/01/2013 $29.09 $10.00 $12.65 $0.00 $51.74 12/01/2013 $29.64 $10.00 $12.65 $0.00 $52.29 For apprentice rates see "Apprentice- OPERATING ENGINEERS" READY -MIX CONCRETE DRIVER 04/30/2009 $25.80 $5.96 $5.34 $0.00 $37.10 TEAMSTERS LOCAL 42 RECLAIMERS 06/01/2012 $39.47 $10.00 $12.65 $0.00 $62.12 OPERATING ENGINEERS LOCAL 4 12/01/2012 $40.09 $10.00 $12.65 $0.00 $62.74 06/01/2013 $40.86 $10.00 $12.65 $0.00 $63.51 12/01/2013 $41.64 $10.00 $12.65 $0.00 $64.29 For apprentice rates see "Apprentice- OPERATING ENGINEERS" 'SIDENTIAL WOOD FRAME (All Other Work) 04/01/2011 $24.24 $8.67 $15.51 $0.00 $48.42 'ENTERS -ZONE 2 (Residential Wood) RESIDENTIAL WOOD FRAME CARPENTER ** 05/01/2011 $24.24 $6.34 $6.23 $0.00 $36.81 ** 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 -ZONE 2 (Residential Wood) As of 9/1/09 Carpentry work on wood -frame residential WEATHERIZATION projects shall be paid the RESIDENTIAL WOOD FRAME CARPENTER rate. RIDE -ON MOTORIZED BUGGY OPERATOR 06/01/2012 $29.60 $7.10 $11.55 $0.00 $48.25 LABORERS - ZONE 2 12/01/2012 $29.85 $7.10 $11.55 $0.00 $48.50 06/01/2013 $30.35 $7.10 $11.55 $0.00 $49.00 12/01/2013 $30.85 $7.10 $11.55 $0.00 $49.50 06/01/2014 $31.35 $7.10 $11.55 $0.00 $50.00 12/01/2014 $31.85 $7.10 $11.55 $0.00 $50.50 06/01/2015 $32.35 $7.10 $11.55 $0.00 $51.00 12/01/2015 $32.85 $7.10 $11.55 $0.00 $51.50 06/01/2016 $33.35 $7.10 $11.55 $0.00 $52.00 12/01/2016 $34.10 $7.10 $11.55 $0.00 $52.75 For apprentice rates see "Apprentice- LABORER" ROLLER/SPREADER/MULCHING MACHINE 06/01/2012 $39.47 $10.00 $12.65 $0.00 $62.12 OPERATING ENGINEERS LOCAL 4 12/01/2012 $40.09 $10.00 $12.65 $0.00 $62.74 06/01/2013 $40.86 $10.00 $12.65 $0.00 $63.51 12/01/2013 $41.64 $10.00 $12.65 $0.00 $64.29 For apprentice rates see "Apprentice- OPERATING ENGINEERS" ROOFER (Inc.Roofer Waterproofng &Roofer Damproofg) 08/01/2012 $36.41 $10.50 $10.70 $0.00 $57.61 ROOFERS LOCAL 33 02/01/2013 $37.41 $10.50 $10.70 $0.00 $58.61 - _ Issue Date: 11/13/2012 Wage Request Number: ------------ 20121113-005 ----- -- Page 31 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice - ROOFER - Local 33 Effective Date - 08/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $18.21 $10.50 $3.38 $0.00 $32.09 2 60 $21.85 $10.50 $10.70 $0.00 $43.05 3 65 $23.67 $10.50 $10.70 $0.00 $44.87 4 75 $27.31 $10.50 $10.70 $0.00 $48.51 5 85 $30.95 $10.50 $10.70 $0.00 $52.15 Effective Date - 02/01/2013 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $18.71 $10.50 $3.38 $0.00 $32.59 2 60 $22.45 $10.50 $10.70 $0.00 $43.65 3 65 $24.32 $10.50 $10.70 $0.00 $45.52 4 75 $28.06 $10.50 $10.70 $0.00 $49.26 5 85 $31.80 $10.50 $10.70 $0.00 $53.00 -..-__._-----__..--_..--._.___._...._--._._..,.._.-_.-._._.._..._-_, Notes: ** 1:5, 2:6-10, the 1:10; Reroofing: 1:4, then 1:1 Step 1 is 2000 hrs.; Steps 2-5 are 1000 hrs. --.--,--___.__-_.__-___..__-r._._.-_r-__.__.._.--- Apprentice to Journeyworker Ratio:** ROOFER SLATE / TILE / PRECAST CONCRETE 08/01/2012 $36.66 $10.50 $10.70 $0.00 $57.86 ROOFERS LOCAL 33 02/01/2013 $37.66 $10.50 $10.70 $0.00 $58.86 For apprentice rates see "Apprentice- ROOFER" SHEETMETAL WORKER 08/01/2012 $41.10 $9.82 $18.24 $2.08 $71.24 SHEETMETAL WORKERS LOCAL 17 -A 02/01/2013 $42.35 $9.82 $18.24 $2.11 $72.52 -------------- - ----------------------- -- - -- ------ - - - - - Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 32 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- SHEET METALWORKER -Local 17-A Effective Date - 08/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension unemployment Total Rate 1 40 $16.44 $9.82 $4.00 $0.00 $30.26 2 40 $16.44 $9.82 $4.00 $0.00 $30.26 3 45 $18.50 $9.82 $8.00 $1.09 $37.41 4 45 $18.50 $9.82 $8.00 $1.09 $37.41 5 50 $20.55 $9.82 $8.75 $1.17 $40.29 6 50 $20.55 $9.82 $9.00 $1.18 $40.55 7 60 $24.66 $9.82 $10.24 $1.34 $46.06 8 65 $26.72 $9.82 $10.99 $1.43 $48.96 9 75 $30.83 $9.82 $12.49 $1.59 $54.73 10 85 $34.94 $9.82 $13.49 $1.75 $60.00 Effective Date - 02/01/2013 ---------------------- Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 40 $16.94 $9.82 $4.00 $0.00 $30.76 2 40 $16.94 $9.82 $4.00 $0.00 $30.76 3 45 $19.06 $9.82 $8.00 $1.11 $37.99 4 45 $19.06 $9.82 $8.00 $1.11 $37.99 5 50 $21.18 $9.82 $8.75 $1.19 $40.94 6 50 $21.18 $9.82 $9.00 $1.20 $41.20 7 60 $25.41 $9.82 $10.24 $1.36 $46.83 8 65 $27.53 $9.82 $10.99 $1.45 $49.79 9 75 $31.76 $9.82 $12.49 $1.62 $55.69 10 85 $36.00 $9.82 $13.49 $1.78 $61.09 ------_._.-.--__.____ Notes: ---------------------- i i Steps are 6 mos. ----___.-_._._.,._._---....W„-.._...---_.._._._..._.,..------- Apprentice to Journeyworker Ratio:1:4 SIGN ERECTOR PAINTERS LOCAL 35 - ZONE 2 06/01/2012 $25.37 $6.82 $6.85 $0.00 $39.04 06/01/2013 $25.81 $7.07 $7.05 $0.00 $39.93 -------------------------- - - - --- ------ - -- -- - ------------- Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 33 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- SIGN ERECTOR -Local 35 Zone 2 Effective Date - 06/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $12.69 $6.82 $0.00 $0.00 $19.51 2 55 $13.95 $6.82 $2.35 $0.00 $23.12 3 60 $15.22 $6.82 $2.35 $0.00 $24.39 4 65 $16.49 $6.82 $2.35 $0.00 $25.66 5 70 $17.76 $6.82 $6.85 $0.00 $31.43 6 75 $19.03 $6.82 $6.85 $0.00 $32.70 7 80 $20.30 $6.82 $6.85 $0.00 $33.97 8 85 $21.56 $6.82 $6.85 $0.00 $35.23 9 90 $22.83 $6.82 $6.85 $0.00 $36.50 Effective Date - 06/01/2013 - ___. __.. ____ ____ --- _.. - - _ - - - - - ___. Supplemental _. - Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 50 $12.91 $7.07 $0.00 $0.00 $19.98 2 55 $14.20 $7.07 $2.45 $0.00 $23.72 3 60 $15.49 $7.07 $2.45 $0.00 $25.01 4 65 $16.78 $7.07 $2.45 $0.00 $26.30 5 70 $18.07 $7.07 $7.05 $0.00 $32.19 6 75 $19.36 $7.07 $7.05 $0.00 $33.48 7 80 $20.65 $7.07 $7.05 $0.00 $34.77 8 85 $21.94 $7.07 $7.05 $0.00 $36.06 9 90 $23.23 $7.07 $7.05 $0.00 $37.35 T ..._ Notes: - ___. __.. ____ ____ --- _.. - - _ - - - - - ___. _ - __.. ___.._._.. _. - _ ____ -, Steps are 4 mos. .- - _ _.......e Apprentice to Journeyworker Ratio: 1:1 - - - - _.._ ._. - ___. _-._ __._ --- - - ._. Y SPECIALIZED EARTH MOVING EQUIP < 35 TONS 08/01/2012 $30.44 $8.91 $7.27 $0.00 $46.62 TEAMSTERS JOINT COUNCIL NO. 10 ZONE B 12/01/2012 $30.74 $8.91 $8.00 $0.00 $47.65 SPECIALIZED EARTH MOVING EQUIP > 35 TONS 08/01/2012 $30.73 $8.91 $7.27 $0.00 $46.91 TEAMSTERS JOINT COUNCIL NO. 10 ZONE B 12/01/2012 $31.03 $8.91 $8.00 $0.00 $47.94 SPRINKLER FITTER SPRINKLER FITTERS LOCAL 550 - (Section B) 09/01/2012 $47.28 $8.42 $12.45 $0.00 $68.15 03/01/2013 $48.28 $8.42 $12.45 $0.00 $69.15 --- ---------- - ------------------------ -- - -- - ----- - ------ .-.- Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 34 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice - SPRINKLER FITTER - Local 550 (Section B) Effective Date - 09/01/2012 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 35 $16.55 $8.42 $7.85 $0.00 $32.82 2 40 $18.91 $8.42 $7.85 $0.00 $35.18 3 45 $21.28 $8.42 $7.85 $0.00 $37.55 4 50 $23.64 $8.42 $7.85 $0.00 $39.91 5 55 $26.00 $8.42 $7.85 $0.00 $42.27 6 60 $28.37 $8.42 $7.85 $0.00 $44.64 7 65 $30.73 $8.42 $7.85 $0.00 $47.00 8 70 $33.10 $8.42 $7.85 $0.00 $49.37 9 75 $35.46 $8.42 $7.85 $0.00 $51.73 10 80 $37.82 $8.42 $7.85 $0.00 $54.09 Effective Date - 03/01/2013 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 35 $16.90 $8.42 $7.85 $0.00 $33.17 2 40 $19.31 $8.42 $7.85 $0.00 $35.58 3 45 $21.73 $8.42 $7.85 $0.00 $38.00 4 50 $24.14 $8.42 $7.85 $0.00 $40.41 5 55 $26.55 $8.42 $7.85 $0.00 $42.82 6 60 $28.97 $8.42 $7.85 $0.00 $45.24 7 65 $31.38 $8.42 $7.85 $0.00 $47.65 8 70 $33.80 $8.42 $7.85 $0.00 $50.07 9 75 $36.21 $8.42 $7.85 $0.00 $52.48 10 80 $38.62 $8.42 $7.85 $0.00 $54.89 _....._ . Notes: _._. ___. ___- . _._ - ____ - ___- - _ - - _.........v - - - - - - _.__ ____ - _._...__-_ -- i f Steps are 850 hours ____ - _ _ .___ Apprentice to Journeyworker Ratio:1:1 , _....._ - .._ _ __._ - ___. _ _. - -. _._. - _.-- STEAM BOILER OPERATOR 06/01/2012 $39.47 $10.00 $12.65 $0.00 $62.12 OPERATING ENGINEERS LOCAL 4 12/01/2012 $40.09 $10.00 $12.65 $0.00 $62.74 06/01/2013 $40.86 $10.00 $12.65 $0.00 $63.51 12/01/2013 $41.64 $10.00 $12.65 $0.00 $64.29 For apprentice rates see "Apprentice- OPERATING ENGINEERS" TAMPERS, SELF-PROPELLED OR TRACTOR DRAWN 06/01/2012 $39.47 $10.00 $12.65 $0.00 $62.12 OPERATING ENGINEERS LOCAL 4 12/01/2012 $40.09 $10.00 $12.65 $0.00 $62.74 06/01/2013 $40.86 $10.00 $12.65 $0.00 $63.51 12/01/2013 $41.64 $10.00 $12.65 $0.00 $64.29 For apprentice rates see "Apprentice- OPERATING ENGINEERS" -------------------- ---- --- Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 35 of 39 Classification TELECOMMUNICATION TECHNICIAN ELECTRICIANS LOCAL 103 Effective Date Base Wage Health Pension 09/01/2012 $32.11 $13.00 $12.49 03/01/2013 $32.64 $13.00 $12.51 09/01/2013 $33.15 $13.00 $12.52 03/01/2014 $33.69 $13.00 $12.54 09/01/2014 $34.20 $13.00 $12.56 03/01/2015 $34.74 $13.00 $12.57 09/01/2015 $35.45 $13.00 $12.59 03/01/2016 $36.17 $13.00 $12.62 Apprentice- TELECOMMUNICATION TECHNICIAN- Local 103 Effective Date - 09/01/2012 Step percent Apprentice Base Wage Health 1 40 $12.84 $13.00 2 40 $12.84 $13.00 3 45 $14.45 $13.00 4 45 $14.45 $13.00 5 50 $16.06 $13.00 6 55 $17.66 $13.00 7 60 $19.27 $13.00 8 65 $20.87 $13.00 9 70 $22.48 $13.00 10 75 $24.08 $13.00 Pension $0.39 $0.39 $9.77 $9.77 $10.02 $10.27 $10.52 $10.77 $11.02 $11.26 Supplemental Total Rate Supplemental Unemployment $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Effective Date - 03/01/2013 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Total Rate $26.23 $26.23 $37.22 $37.22 $39.08 $40.93 $42.79 $44.64 $46.50 $48.34 Total Rate 1 40 $13.06 $13.00 $0.39 $0.00 $26.45 2 40 $13.06 $13.00 $0.39 $0.00 $26.45 3 45 $14.69 $13.00 $9.78 $0.00 $37.47 4 45 $14.69 $13.00 $9.78 $0.00 $37.47 5 50 $16.32 $13.00 $10.03 $0.00 $39.35 6 55 $17.95 $13.00 $10.28 $0.00 $41.23 7 60 $19.58 $13.00 $10.53 $0.00 $43.11 8 65 $21.22 $13.00 $10.78 $0.00 $45.00 9 70 $22.85 $13.00 $11.03 $0.00 $46.88 10 75 $24.48 $13.00 $11.28 $0.00 $48.76 - ._ _ - ,_... _ - - - ___. - ___. - ._ - - - __ - ___. - ___.._...._ - -..- _ _ (Notes: I _ ___. - -- __.. ___. _ -- - _...... ____ ...._._ Apprentice to Journeyworker Ratio:l:l _ _ __ I $57.60 $58.15 $58.67 $59.23 $59.76 $60.31 $61.04 $61.79 ---------- - --------- -------------- ----- - ----------------- -- - -- -- --- Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 36 of 39 Classification TERRAZZO FINISHERS BRICKLAYERS LOCAL 3 - MARBLE & TILE Effective Date Base Wage Health Pension Supplemental Unemployment Total Rate 08/01/2012 $46.35 $10.18 $17.25 $0.00 $73.78 02/01/2013 $46.93 $10.18 $17.25 $0.00 $74.36 08/01/2013 $47.83 $10.18 $17.32 $0.00 $75.33 02/01/2014 $48.39 $10.18 $17.32 $0.00 $75.89 08/01/2014 $49.29 $10.18 $17.39 $0.00 $76.86 02/01/2015 $49.85 $10.18 $17.39 $0.00 $77.42 08/01/2015 $50.75 $10.18 $17.46 $0.00 $78.39 02/01/2016 $51.32 $10.18 $17.46 $0.00 $78.96 08/01/2016 $52.22 $10.18 $17.54 $0.00 $79.94 02/01/2017 $52.79 $10.18 $17.54 $0.00 $80.51 Apprentice- TERRAZZO FINISHER -Local 3 Marble & Tile Effective Date - 08/01/2012 Step percent Apprentice Base Wage Health 1 50 $23.18 $10.18 2 60 $27.81 $10.18 3 70 $32.45 $10.18 4 80 $37.08 $10.18 5 90 $41.72 $10.18 Effective Date - 02/01/2013 Step percent Apprentice Base Wage Health 1 50 $23.47 2 60 $28.16 3 70 $32.85 4 80 $37.54 5 90 $42.24 (Notes: $59.88 L. _, _ - -_._ Apprentice to Journeyworker Ratio: 1:3 - __._ .- ____ Pension Supplemental unemployment Total Rate $17.25 $0.00 $50.61 $17.25 $0.00 $55.24 $17.25 $0.00 $59.88 $17.25 $0.00 $64.51 $17.25 $0.00 $69.15 Supplemental Pension unemployment Total Rate $10.18 $17.25 $0.00 $50.90 $10.18 $17.25 $0.00 $55.59 $10.18 $17.25 $0.00 $60.28 $10.18 $17.25 $0.00 $64.97 $10.18 _.._-__..e--r..... $17.25 $0.00 --_--_, $69.67 I I TEST BORING DRILLER 12/01/2011 $33.05 $7.10 $12.60 $0.00 $52.75 LABORERS -FOUNDATION AND MARINE --- - -------------------------- - ------ --- - - ----- -- - - - - - - -- ----- ------ - - - -- - Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 37 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment Apprentice- TEST BORING DRILLER (Laborers Foundation & Marine) Effective Date - 12/01/2011 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 60 $19.83 $7.10 $12.60 $0.00 $39.53 2 70 $23.14 $7.10 $12.60 $0.00 $42.84 3 80 $26.44 $7.10 $12.60 $0.00 $46.14 4 90 $29.75 $7.10 $12.60 $0.00 $49.45 ___.-.____-------------.__..-_-__-._..... `Notes: $12.65 --- __.._------..a__._ --- --__--_, I f �------._._._._...-_._..-- Apprentice to Journeyworker Ratio: 1:3 --_-----___._...._----- - - $0.00 _- - - - _......._._ TEST BORING DRILLER HELPER 12/01/2011 $31.77 $7.10 $12.60 $0.00 $51.47 LABORERS- FOUNDATION AND MARINE TEST BORING LABORER 12/01/2011 $31.65 $7.10 $12.60 $0.00 $51.35 LABORERS -FOUNDATION AND MARINE Apprentice- TEST BORING LABORER (Laborers Foundation & Marine) Effective Date - 12/01/2011 Supplemental Step percent Apprentice Base Wage Health Pension Unemployment Total Rate 1 60 $18.99 $7.10 $12.60 $0.00 $38.69 2 70 $22.16 $7.10 $12.60 $0.00 $41.86 3 80 $25.32 $7.10 $12.60 $0.00 $45.02 4 90 $28.49 $7.10 $12.60 $0.00 $48.19 ----..-----------_....- Notes: $12.65 --- __.._------..a__._ $63.51 --- ----�, I - - - - Apprentice to Journeyworker Ratio: 1:3 - - __.. - - - - $0.00 _- - - - _......._._ TRACTORS/PORTABLE STEAM GENERATORS 06/01/2012 $39.47 $10.00 $12.65 $0.00 $62.12 OPERATING ENGINEERS LOCAL 4 12/01/2012 $40.09 $10.00 $12.65 $0.00 $62.74 06/01/2013 $40.86 $10.00 $12.65 $0.00 $63.51 12/01/2013 $41.64 $10.00 $12.65 $0.00 $64.29 For apprentice rates see "Apprentice- OPERATING ENGINEERS" TRAILERS FOR EARTH MOVING EQUIPMENT 08/01/2012 $31.02 $8.91 $7.27 $0.00 $47.20 TEAMSTERSJOINT COUNCIL NO. 10 ZONE B 12/01/2012 $31.32 $8.91 $8.00 $0.00 $48.23 TUNNEL WORK - COMPRESSED AIR 12/01/2011 $44.08 $7.10 $13.00 $0.00 $64.18 LABORERS (COMPRESSED AIR) TUNNEL WORK - COMPRESSED AIR (HAZ. WASTE) 12/01/2011 $46.08 $7.10 $13.00 $0.00 $66.18 LABORERS (COMPRESSED AIR) TUNNEL WORK - FREE AIR 12/01/2011 $36.15 $7.10 $13.00 $0.00 $56.25 LABORERS (FREE AIR TUNNEL) TUNNEL WORK - FREE AIR (HAZ. WASTE) 12/01/2011 $38.15 $7.10 $13.00 $0.00 $58.25 LABORERS (FREE AIR TUNNEL) - -------- --- -- - -- -------------- -- --- - - ---------.- -. ---------- .- . - ... - Issue Date: 11/13/2012 Wage Request Number: 20121113-005 Page 38 of 39 Classification Effective Date Base Wage Health Pension Supplemental Total Rate Unemployment VAC -HAUL 08/01/2012 $30.44 $8.91 $7.27 $0.00 $46.62 TEAMSTERS JOINT COUNCIL NO. 10 ZONE B 12/01/2012 $30.74 $8.91 $8.00 $0.00 $47.65 GON DRILL OPERATOR 06/01/2012 $29.60 $7.10 $11.55 $0.00 $48.25 .BORERS - ZONE 2 12/01/2012 $29.85 $7.10 $11.55 $0.00 $48.50 06/01/2013 $30.35 $7.10 $11.55 $0.00 $49.00 12/01/2013 $30.85 $7.10 $11.55 $0.00 $49.50 06/01/2014 $31.35 $7.10 $11.55 $0.00 $50.00 12/01/2014 $31.85 $7.10 $11.55 $0.00 $50.50 06/01/2015 $32.35 $7.10 $11.55 $0.00 $51.00 12/01/2015 $32.85 $7.10 $11.55 $0.00 $51.50 06/01/2016 $33.35 $7.10 $11.55 $0.00 $52.00 12/01/2016 $34.10 $7.10 $11.55 $0.00 $52.75 For apprentice rates see "Apprentice- LABORER" WASTE WATER PUMP OPERATOR 06/01/2012 $39.84 $10.00 $12.65 $0.00 $62.49 OPERATING ENGINEERS LOCAL 4 12/01/2012 $40.46 $10.00 $12.65 $0.00 $63.11 06/01/2013 $41.24 $10.00 $12.65 $0.00 $63.89 12/01/2013 $42.02 $10.00 $12.65 $0.00 $64.67 For apprentice rates see "Apprentice- OPERATING ENGINEERS" WATER METER INSTALLER 09/01/2012 $43.98 $9.32 $13.29 $0.00 $66.59 PLUMBERS & GASFITTERS LOCAL 12 (Local 138) 03/01/2013 $45.23 $9.32 $13.29 $0.00 $67.84 For apprentice rates see "Apprentice- PLUMBER/PIPEFITTER" or "PLUMBER/GASFITTER" Additional Apprentice Information: num 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 ,.unissioner 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. 1 I E-11 L. All apprentices must be registered with the Division of Apprenticeship Training in accordance with M.G.L. c. 23, ss. 11E-1 IL. All steps are six months (1000 hours) unless otherwise specified. * Ratios are expressed in allowable number of apprentices to journeymen or fraction thereof. ** 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: 11/13/2012 Wage Request Number: 20121113-005 Page 39 of 39 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 SECTION 01.11.00 SUMMARYOF WORK 11.1 GENERAL SCOPE OF WORK A The work under the Contract consists of: (1.) Windows: Luna Design Group LDG Project Number: DNA12006a 1.1 Removal of all existing windows scheduled for replacement. 1.2 Removal of all existing window sealants and installation clips. 1.3 Remove all ACM materials as identified in the Project Specifications 1.4 Install new windows, screens and shades as indicated on the construction documents. (2.) Storm Doors: 2.1 Remove all existing screen/storm doors scheduled for replacement including all installation clips and hardware. 2.2 Install new doors as indicated on the construction documents. (3.) Boiler Room Doors: 3.1 Remove all designated boiler room doors and frames as indicated on the drawings. 3.2 Remove all ACM materials as identified in the Project Specifications. 3.3 Replace with new units as specified. Provide all materials, labor and construction appurtenances as necessary to complete all specified improvements in a workman like manner.. (4.) General: 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 DHCD 9/9/2009 Summary of Work 01.11.00 1 of 3 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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 84 consecutive calendar days. 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. 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 A Coordination by Owner: (1.) As provided in Article 7 of the General Conditions, the following items shall be provided by others under a separate agreement with the Owner for which the Owner has coordinating responsibility. - None B Coordination by the Contractor: (1.) The following items shall be provided by the Contractor by other persons under a separate agreement with the Owner for which the Contractor has coordinating responsibility. — None 11.5 ITEMS FURNISHED BY THE OWNER A The following items will be furnished and delivered f.o.b. to the Project Site by others at no expense to the Contractor: - None DHCD 9/9/2009 Summary of Work 01.11.00 2of3 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 11.6 SAMPLE APARTMENT OR WORK Luna Design Group LDG Project Number: DNA12006a A One apartment, or unit of work, as designated by the Architect shall be completed with all finishes, fixtures, and trim prior to starting the major finish work in the building. This apartment shall establish the acceptable standard of Work for the project. 11.7 COORDINATION WITH PROJECT OCCUPANTS A All dwelling units 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.) 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. 11.8 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. A.1.: Existing window shades and clips. END OF SECTION 00.11.00 DHCD 9/9/2009 Summary of Work 01.11.00 3 of 3 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 SECTION 01.22.00 UNIT PRICES 1 GENERAL PROVISIONS Luna Design Group LDG Project Number: DNA12006a The Unit Prices for items set forth in this section shall be used to determine adjustments to the Contract Sum when changes in the Work involving said items are made in accordance with Article 8 of the General Conditions and other sections of the Contract Documents. 2 REQUIREMENTS A Unit Prices listed under ADDITIONS have been computed to include net cost plus overhead, profit, and bond and all other charges required to complete the work item. B Unit Prices listed under DEDUCTIONS have been computed at the net cost alone. C Unit Prices net cost include the cost of all labor, materials, equipment, disposal, and all other costs required to complete the work item. D Unit Prices shall apply until the date of Contract Completion established at the time of the Notice to Proceed. If the date of Contract Completion has been modified by Change Order, Unit Prices may be adjusted at the discretion of the Department. E Unit Prices for excavation include the costs of sheeting and bracing, pumping and dewatering, and all other related costs. Excavation quantities shall be measured as compacted in place at maximum dry density. F Materials, methods of installation, and definitions of terms set forth under the various Unit Price items in the Schedule of Unit Prices shall be as indicated in the Contract Documents. 3 APPLICABILITY OF UNIT PRICES A The payment lines (when applicable) shall be as indicated in the Contract Documents. B Prior to commencing removal or placement of materials set forth in the Schedule of Unit Prices, the Contractor shall notify the Architect in sufficient time to permit proper measurements to be taken on behalf of the Owner. Only quantities which have been approved in writing by the Architect will be considered in the determination of adjustments to the Contract Sum. C Performance of Work which is not required under the Contract Documents or which is not authorized by Change Order, whether or not such Work item is set forth hereunder as a Unit Price item, shall not be considered cause for extra payment. The Contractor will be held fully responsible for such unauthorized work, including the performance of all corrective measures required by the Architect DHCD 9/9/2009) Unit Prices 01.22.00 1 of 3 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 SECTION 01.22.00 - SCHEDULE OF UNIT PRICES DESCRIPTION Installation of new window casing with finish paint to match existing. The Contractor shall assume a total lineal footage of 120 l.f of casing to replaced (20 Lf per affected building) as $6.00/11. part of the Base Contract of Work. Refer to individual specifications for specific design criteria Add Add Add Add Add Add Add Add Add Add Add UNIT PRICES Deduct Deduct Deduct Deduct Deduct Deduct Deduct Deduct Deduct Deduct Deduct $6.00/l.f. DHCD 9/9/2009) Unit Prices 01.22.00 2of3 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 Luna Design Group LDG Project Number: DNA12006a END OF SECTION 01.22.00 UNIT PRICES DHCD 9/9/2009) Unit Prices 3 of 3 01.22.00 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 1 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 919/2009 OR EQUALS -Product Substitutions 01.25.00 2of2 SECTION 0126 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 1 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 2 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 0126 00 CONTRACT MODIFICATION PROCEDURES DHCD 9/9/2009 Contract Modification Procedures 01.26.00 3of3 Massachusetts Departmentot Housing and Community Development CHANGE ORDER Owner: Housing Authority Date: Development Number(s): Contractor: Architect: Telephone No: Fax: Email: Telephone N Fax: Email: The following change is ordered in accordance with Article 8 of the General The Work described above shall The Work described above rep The effect of all Change Ori Contract Sum bv: The Work described a6' 11 Number FISH No: fect) the ract Sum by: $ ri inal Contract Sum of % se in the Original o� 0 Contract Time by calendar days The conditions her befo f to or fo s`�✓ A. The aforementioaffe ed t . „ eby is subject to all contract stipulations and covenants. S. The is of the a ei d C. (itt inst the w anc a ` o or a consequence of the aforementioned change are satisfied. D. Nis ar ' " der is n 111TV-f t ued he Owner, Architect, and DHCD. E. ur the Contrac agr ent herewith, including adjustment to contract sum and/or contract time. The above na `' and voted to approve this Change Order: Certified: onir Approved: ArchitecO��� Reviewed: Construction Advisor Firm:�� Dept of Housing & Community Development By: By: Date: Date: Approved: Contractor Approved: Director of Construction Management Firm: Dept of Housing & Community Development By: By: Date: Date: DHCD Change Order Form 01.26.00.01 CONSTRUCTION CHANGE DIRECTIVE Commonwealth of Massachusetts Department of Housing & Community Development CHANGE DIRECTIVE NO: Owner: Development Number: Contractor Telephone No: Fax: Housing Authority Date: DHCD FISH Number Architect to Article 8 of the General Conditions you are Telephone No: Fax: to make the followin • DO NOT USE THIS FORM FOR LUMP , U �AttGES OR T* ENSIONS • .The Contract Sum shall be adjusted by the following met d�,. E e ec one A. ❑ Unit Price of $ per B. ❑ Unit Prices found in Section 01.20.00 0' s cific tions: C. ❑ Unit Prices found on the Attached t 4, D. ❑ Time and materials basis per A t 16%3, o K en' > I Conditions E. ❑ Subject to the Conditions o rtic',a 7 thy;, eral Conditions "Work Done Under Protest". The Contractor is not reli he Ii y of `,fhe ner's Representative when protested work is -40 being performed, to all if14c iii urea, provide such notice may jeopardize the Contractor's right to compe etio F. ❑ As follows:_ •THE NOT TO EXOEMLIRR F • i ne contract to • Payment for th • When signe IMMEDIAT • This change Approved: Arch Firm: By: Date: NGE DIRECTIVE IS $ • rro nj upion p do = r any compensame worK. ed w of xecuting an appropriate change order(s) to adjust the contact sum. and D jtt t ,. Contractor, this Construction Change Directive becomes effective ntractor s it w e change(s) described above. _. _til r� „ by the Owner and DHCD Approved: Owner Reviewed Construction Advisor Department of Housing & Community Development Bv: Date: Housing Authority By: Date: Approved: Director of Construction Management Department of Housing & Community Development By: Date: DHCD 9/09/2009 Construction Change Directive 01.26.00.02 SECTION 0129 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 1 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 2of3 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 - 27 H, 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 0129 00 Payment Procedures DHCD 1/21/2010 Payment Procedures 01.29.00 3of3 APPLICATION AND CERTIFICATE FOR PAYMENT Contractor: Telephone: Fax: Email: Development No. Contract for: To: Telephone: Fax: Email: Period Ending: FISH No: 1 PAGE ONE OF Housing Authority CONTRACTOR'S APPLICATION FOR PAYMENT ; umber Application is made for payment, as shown below in connection with the Continuation Sheet 1. ORIGINAL CONTRACT SUM 3 .00 2. Net change by Approved Change Orders ' ° .00 List On Attached Continuation Sheet 3. CONTRACT SUM TO DATE (Line 1 + Line 2) $ 0 4. TOTAL COMPLETED & STORED TO DATE. $ .00 5. RETAINAGE - 5% of Total Completed and Store _ $ .00 Y �'t k en' xC� �• 6. TOTAL COMPLETED LESS RETAINAGE (Line4 � F 00 7. LESS PREVIOUS APPROVED CERTIFICATESEN .00 8. CURRENT PAYMENT DUE (Line6-2.00 We The undersigned Contractor certifies that to the best o s k nformation and belief the Work covered by this Application for Payment has been completed in cords tete ntra boctf,nts, that all amounts have been paid by the n., Contractor for Work for which previous Certific s` ay t an date received from the Owner, that all workers used on this project have been paid in actor L , t tt E ntractors have been paid in accordance with M.G.L. c.30 §39F, that the Contractor h `" e aws fsu "" t to M.G.L. c.62(c) §49(a), and that the current payment shown herein Is now due. Acc ' 8 e due der contract shall operate as a release to the Owner, Department and Architect from all claims a 1t3 CONTRACTOR:,MR; County of_ ay of 20 _ before me, the undersigned r ME personally appeared, p d t me through satisfactory evidence which was By: ate to be the person whose name is - f d on the preceding document in my presence s, t TARY SEAL otary Public: My Commission expires: ARCHITECT/ENGINEE iy�stk In accordance with the Contract Docume t! to the Owner that to the best of the Arc et Work is in accordance with the Contra ARCHITECT/ENGINEER AMO By: Title By: Date: 4►111111 rte 6bservations and the data comprising the application, the Architect/Engineer certifi knowledge, information and belief the Work has progressed as indicated, the quality of d the Contractor is entitled to payment of the AMOUNT CERTIFIED. RTIFIED .............................. $ Attac h an explanation if the amount certified differs from the Date amount claimed due by the Contractor on line 8 above. Initial all figures on the application and any continuation sh that changed in accordance with M.G.L. c.30 §39K. Housing Authority DHCD Construction Advisor: By: Date: DHCD AMOUNT APPROVED $ DHCD - Director Construction Management By. 1 oT Date: DHCD Application for Payment Cover Sheet 01.29.00.01 L c a) +0 .0 ,0 E O za c 0 ns a a Q m a 0 a r= ii al I O d � V � m x 0 _-oU- 0°W o. o� m. g � (D ° �.. o W a. E U asmn�"uk. �s, in d yden- �,x A 3 O OL L a U co �3 fv 3 o 0 4 0 tp CL �L v U) d vo 0.0 U al I L 0 .O = L. za _ O v a CL a O E ca a O m Q t N M+: r_ 0 w �a c w c 0 U c d E R IL 0 w c 0 w R Q CL Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 SECTION 01 31 00 PROJECT MANAGEMENT AND COORDINATION 31.1 GENERAL PROVISIONS The Conditions of the Contract and other Sections of Division I, 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 1 of 4 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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 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 DHCD 9/9/2009 Project Management and Coordination 01.31.00 2 of 4 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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. 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 DHCD 9/9/2009 Project Management and Coordination 01.31.00 3 of 4 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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 9/912009 Project Management and Coordination 01.31.00 4 of 4 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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 1 of 3 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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. DHCD 9/9/2009) Submittals 01.33.00 2 of 3 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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 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) Submittals 01.33.00 3of3 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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 1 of 4 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 45.4 TOLERANCES Luna Design Group LDG Project Number: DNA12006a 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 MOCK UP REQUIREMENTS Tests will be performed under provisions identified in this section and identified in respective product specifications. B Assemble and erection specified items with specified attachment and anchorage devices, flashings, seals and finishes. C Accepted mock-ups shall be the comparison standard for remaining Work. D Where mock-up has been accepted by the Architect and is specified in product specification sections to be removed; remove mock-up and clear area when directed to do so by the Architect. 45.7 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. DHCD 9/9/2009 Quality Control 01.45.00 2 of 4 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 (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. (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. DHCD 9/9/2009 Quality Control 01.45.00 3of4 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 (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. 45.8 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 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. 45.9 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 9/9/2009 Quality Control 01.45.00 4of4 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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, Division of Occupational Safety Regulations. 51.13 TEMPORARY ELECTRICITY A The Contractor may make use of the electricity available at the site, metered and paid for by the Owner. B 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. 51.16 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. 51.23 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. DHCD 9/09/2009 Temporary Facilities and Controls 01.50.00 1 of 6 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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. (7.) The Owner's warranty for the permanent heating system shall begin on the date of Substantial Completion of the entire project. H Installation of weather protection and heating devices shall comply with all safety regulations including provisions for adequate ventilation and fire protection devices. 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. J Providing temporary heating service and equipment for exterior work: (11.) 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. DHCD 9/09/2009 Temporary Facilities and Controls 01.50.00 2 of 6 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 51.33 TEMPORARY TELECOMMUNICATIONS A The Contractor shall provide a separate service for the use of the Contractor's authorized personnel and Subcontractors. B The Contractor shall provide a separate telephone service for the fax machine. C The Contractor shall pay for the installation and removal of the foregoing temporary telephones and for all calls and charges in connection therewith. 51.36 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 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. 52.13 FIELD OFFICES A At the Contractor's discretion, will provide a suitable office at the site for use by Contractor personnel. Under any circumstances will the Contractor be allowed use of any residence or the Community Room to conduct Construction Operations. B The offices shall be set in a location approved by the Architect, and shall be maintained by the Contractor in a clean and orderly condition. C After enclosed and heated building space becomes available, the Contractor may move the offices (including telephones) into the building or other space provided by the LHA. Space so used shall be subject to approval of the Architect. 52.14 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. Location of these facilities shall be as dictated in the Construction Documents and/or by the Owner. Do not locate such structures without consultation of the Property 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 Under any circumstances shall the General Contractor locate any temporary structures on the existing paving. 52.19 SANITARY FACILITIES A The Contractor shall be provided use of the Community Room bathrooms throughout the DHCD 9/09/2009 Temporary Facilities and Controls 01.50.00 3 of 6 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 duration of construction operations. Use of these facilities are governed as follows: (1.) The Contractor's use of these facilities is only for personal use. Under no circumstances shall these facilities be used for construction operation purposes. (2.) At the end of each working day, the Contractor shall provide ,maintenance, cleaning, and restoring to original condition of used portions. B Under no circumstances will the Contractor's personnel be allowed to use Resident's toilets. 55.19 TEMPORARY PARKING A. Temporary parking shall be afforded to Contractor's personnel as location designated by the Owner. 56.00 TEMPORARY PROTECTION A. All dwelling units 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. 56.19 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. 56.23 TEMPORARY BARRICADES A. The Contractor shall: (1.) 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. (2.) Provide temporary wood doors for exterior entrances and elsewhere as required. Permanent door enclosures shall not be used as temporary enclosures. (3.) Protect sills, jambs, and heads of openings through which materials are handled. DHCD 9/09/2009 Temporary Facilities and Controls 01.50.00 4 of 6 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 (4.) 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. (5.) 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. (6.) Protect all surfaces to receive work by other trades from any soiling which will prevent proper execution of subsequent work (7.) 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. 56.29 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. 56.26 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. 56.33 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. DHCD 9/09/2009 Temporary Facilities and Controls 01.50.00 5 of 6 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 57.23 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. 57.33 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 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". C 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. D Work damaged by frost shall be removed and replaced by and at the Contractor's expense and as directed by the Architect. E 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. 2. 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. 58.13 PROJECT SIGN A A project sign will not be required for this project. END OF SECTION 01.50.00 DHCD 9/09/2009 Temporary Facilities and Controls 01.50.00 6of6 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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. DHCD 9/9/2009) Cutting and Patching 01.73.29 1 of 4 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 D Beginning of cutting or patching means acceptance of existing conditions. E After uncovering existing Work, assess conditions affecting performance of work. 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. DHCD 9/9/2009) Cutting and Patching 01.73.29 2 of 4 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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. 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. 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. 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. DHCD 9/9/2009) Cutting and Patching 01.73.29 3 of 4 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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. 0 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 (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 9/9/2009) Cutting and Patching 01.73.29 4of4 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 SECTION 0174 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. DHCD 9/09/2008 ) Progress Cleaning 01.74.13 1 of 3 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 Luna Design Group LDG Project Number: DNA12006a J. Disposal of materials shall be in compliance with all applicable laws, regulations, ordinances, codes, and by-laws. 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. DHCD 9/09/2008 ) Progress Cleaning 01.74.13 2of3 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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 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 9/09/2008 ) Progress Cleaning 01.74.13 3 of 3 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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. 02.44.100 Selected Demolition D. 06.20.23 Finish Carpentry E. 08:11.66.23 Storm Doors F. 08.53.13 Vinyl Windows 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.) Existing Window Casings (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. ThePre -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. DHCD 9/9/2009 Construction & Demolition Waste Management 01.74.19 1 of 2 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 Luna Design Group LDG Project Number: DNA12006a 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. (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 DHCD 9/9/2009 Construction & Demolition Waste Management 01.74.19 2of2 REPORT 01.79.19.01 Pre -Construction Waste Management Report Form Mandatory Waste Management Report Disposed in Diverted from Landfill By: Municipal Recycling Salvage Reuse Solid Waste Material Category Landfill Materials where Recycling is Mandatory in this Contract Packaging and packing materials (Ibs) 1. 2. Window Glass (Ibs) 3. Plastics (Ibs) 4. Furnishings — Including window shades 5 Ferrous Metals (Ibs) — Including steel doors & frames 6 Non-ferrous metals (Ibs) — Aluminum flashing & clips, door frames, etc. Any other materials 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 REPORT 01.79.19.02 Pre -Construction Waste Management Report Form Voluntary Waste Management Report Material Category Disposed in Municipal Solid Waste Landfill Diverted from Landfill By: Recycling Salvage Reuse Materials where Recycling is Voluntary in this Contract 1. Packaging and packing materials (Ibs) 2. Window Glass (Ibs) 3. Plastics (Ibs) 4. Furnishings — Including window shades 5 Ferrous Metals (Ibs) — Including steel doors & frames 6 Non-ferrous metals (lbs) — Aluminum flashing & clips, door frames, etc. 7. Any other materials 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 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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 0.26.00 Contract modification Procedures D Section 01.29.00 Payment Procedures E Section 01.74.19 Construction and Demolition Waste Management 77.3. 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. If the Dwelling Unit is actively occupied this inspection shall occur within 24 hours of any written request. 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. 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. DHCD 1/21/2010 Project Closeout 01.77.00 1 of 3 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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. 77.4. 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. 77.5. 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 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. 77.6. 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. DHCD 1/21/2010 Project Closeout 01.77.00 2 of 3 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 (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 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 1/2112010 Project Closeout 01.77.00 3 of 3 CERTIFICATE OF SUBSTANTIAL COMPLETION COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF HOUSING & COMMUNITY DEVELOPMENT Contractor Owner Phone Phone Fax Fax Development No FISH No Contract for: Housing Authority The Contractor will be relieved of items, in accordance with the Gei or total occupancy), except for thi Append a complete list of all incor are attributable to the fault is servants, or employees. NOTE: Attach one py The Use or Occupancy of the 'ui. • constitute , ce of a • relieve C of the Use a cy; nor • relieve " ntraci CERTIFICATION OF The Certified By: Approved: Architect Firm: By: Date: Accepted: Contractor Firm: By: Date: or supplying further materials, equipment, or other kns of the Contract Documents (relative to partial odlot o Xbrk, which in the opinion of this Housing Authority, vers ief „ etf " tor, any subcontractors, material suppliers, agents, " unc `I " 1 each copy of this document. or po s) a oject by the Housing Authority shall not: no perfpm rdance with the Contract Documents; o perfami ork required by the Contract but not completed at the time of withre ect to any express warranties or guarantees required by the Contract. AE Must be completed by the Owner o ing Authority met on And voted to approve this Certificate , Contract Officer 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 of Substantial Completion 01.77.00.01 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 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 ................... s s 2. The Sum of Approved Change Orders to Date is ............. .N,_ -< 3. The Adjusted Contract Sum is .............................. LESS: 4. Sum of authorized payments to date: ................. $ 5. Sum of Moneitized Punch List ................ $ ,x ..... 6. Sum of other claims by Owner ............... Y , ,.,........... �,. .................. $ III. THAT APPLICATION FOR PAYMENT NO. �:,, U P 1_ T MO OF: $ THE UNDERSIGNED CONTRACTOR HEREBYC TIFF . ` A e o "" ou mplefe items 1-5 and certify below 1. All Work, including work required un r change o }` a as n o d in accordance with the terms of the Contract. ��. �. 2. All changes to the Work (except t3T ificati0 s fie 6nentsj' , v e authorized in writing by the Owner. 3. All laborers and mechanics hav ",,Old east the i li w rads= se forth in the Contract, and 4. There have been no claims mad Rthffldgeme f a ny p t. 5. By accepting the payment shown in II Contra relea s th wn `rom any and all claims arising under the Contract except for those set forth in A -B below. Howev 't""f th er dog pa e C' actor the full amount of the payment shown above, such reduction shall not aff validity of 's rel se. #aer, m It t paid shall be considered as another claim asserted by the Contractor. EXCEPTIONS: CONT CTOR`S AIMS IN A B. CERTIFIED: CONTRACT g^ In witness Whereof the Undersign e 5 - s e#ftrS _ ��- � State of Countyof Onfhis _dayof 20 Instrument this day 20 ' beforeme, the undersigned notary public, personally appean;d ,proved tome F I rm : through satisfactory evidence which was to be the person whose name is By: signed on this document in my presence. Notary Public: Title: 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 WIT Firm: Dept of Housing & Community Dept of Housing & Community Development Development By: By: By: Date: Date: Date: DHCD 9/09/2009 Certificate for Partial Release of Retainage 01.77.00.02 CERTIFICATE OF FINAL COMPLETION COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT This form should originate with the Architect Contractor Owner: Phone Phone Fax Fax Development No Contract for: Period Gnriinn FISH No; Housing Authority THE PARTIES AGREE THAT THE STATUS OF THE CONTRACT IS AS FOLLOWS- OLLOWSI. 1.CONTRACTTIME +� 1. The Date of Substantial Completion is............................................................. 2. The Date of Substantial Completion as Extended by Chang rder is ................. 3. The Actual Date of Substantial Completion is: ...................... ........................:r ; 4. Overrun in Contract Time ........................................... . w .., . ..... ............... II. CONTRACT SUM 1. The Original Contract Sum is ........................... 2. The Sum of Approved Change Orders to is ...� x. 3. The Adjusted Contract Sum is ............... meg, ......................... $ x LESS: � v � 4. Sum of authorizeda ments d§,. P Y ... .............. $ � 5. Sum of other claims by Owner:. .. .............. $ U fly. < E AMOUNT III. THAT APPLICATION FOR A NT N0. ��� $ p THE UNDERSIGNED CONTRAC IES he Contracbrshould complete items 1-5 and certify below 1. All Work, includi Vork require arid' ch �� has been performed in accordance with the terms of the order(s) Contract. 2. All change o tfte�UorIF cept minidjustments) have been authorized in writing by the Owner. 3. All laborer andcs have f1da a um wage rates as set forth in the Contract, and 4. There hav bee, , o cl ' r in of any patent. 5. By acceptinIII actor releases the Owner from any and all claims arising under the Contract. CERTIFIED: CONTx In witness Whereof the Un "�` ned has sly` d s aled state of County of On this of 20 this Instrument this day 200 _day Firm: before me, the undersigned notary public, personally appeared , proved to me through satisfactory evidence which was to By. e . be the person whose name is signed on this document in mypresence. Title: Notary Public: 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: DIRECTORCONST.MANAGEMENT tA 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 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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. 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. 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 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. DHCD 02/01/2010 PROJECT RECORD DRAWINGS 01.78.39 1 of 2 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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 0178.39 PROJECT RECORD DRAWINGS DHCD 0210112010 PROJECT RECORD DRAWINGS 01.78.39 2 of 2 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 SECTION 02.41.00 SELECTIVE DEMOLITION PART1-GENERAL 1.1 SUMMARY A. This Section includes the following: Luna Design Group LDG Project Number: DNA12006a Demolition and removal of selected portions of the building to implement proposed improvements as indicated on drawings and in specification sections, and/or required for the provision of indicated and/or specified work. 2. Work includes the removal of existing windows and doors as specified on the Construction Documents for replacement. Repair procedures for existing building components damaged by selective demolition operations. 1.2 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. B. Related Sections: 1. Division 1 Section "Summary" for use of the premises and phasing requirements. 2. Division 1 Section "Construction Progress Documentation" for pre -construction photographs taken before selective demolition. 3. Division 1 Section "Temporary Facilities and Controls" for temporary construction and environmental -protection measures for selective demolition operations. 4. Division 1 Section "Cutting and Patching" for cutting and patching procedures for selective demolition operations. 5. Division 2 through 16 inclusive for removing and/or demolition of existing construction to implement proposed improvements and reinstallation of salvaged items. 6. Division 2 Section "Asbestos Abatement for removal of preexisting caulking containing ACM's. SELECTIVE DEMOLITION 1 of 8 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 7. Refer to Exhibit A — Asbestos Containing Materials Report (ACM's) for additional information. 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. B. Remove and Salvage: Detach items from existing construction and deliver them to North Andover Housing Authority. 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 MATERIALS OWNERSHIP A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain the North Andover Housing Authority's property, demolished materials shall become Contractor's property and shall be removed from Project site. 1.5 SUBMITTALS A. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. B. Proposed Dust -Control and Noise -Control Measures: Submit statement or drawing that indicates the measures proposed for use, proposed locations, and proposed time frame for their operation. Identify options if proposed measures are later determined to be inadequate. C. Schedule of Selective Demolition Activities: Indicate the following: 1. Detailed sequence of selective demolition and removal work, with starting and ending dates for each activity. Ensure Owner's day to day operations are uninterrupted except at areas scheduled for the work. 2. Interruption of utility services. 3. Coordination for shutoff, capping, and continuation of utility services. 4. Locations of temporary partitions and safety barriers and maintained means of egress. 5. Coordination of Owner's continuing occupancy of portions of the existing building and of Owner's partial occupancy of completed Work. Photos shall be submitted in electronic form. SELECTIVE DEMOLITION 2of8 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 D. Inventory: After selective demolition is complete, submit a list of items that have been removed and salvaged. Do not dispose of any ceiling tiles removed as necessary to install the new light fixtures. 1.6 QUALITY ASSURANCE A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work similar in material and extent to that indicated for this Project. 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. t Pre -demolition Conference: Conduct conference at Project site to comply with requirements in this section and Section — 01010 — Summary of Work. 1.7 PROJECT CONDITIONS A. The affected residences will be fully occupied building during the renovation . Conduct selective demolition so residents are disturbed to the least extent possible.. Provide not less than 72 hours' notice to the North Andover Housing Authority representative of which units are scheduled for demolition work. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct exits, exit access corridors, walkways, corridors, or other occupied or used facilities without written permission from authorities having jurisdiction. B. Owner assumes no responsibility for condition of areas to be selectively demolished. 1. Conditions existing at time of inspection, for bidding purpose, will be maintained by the as far as practical. 2. Before selective demolition, North Andover will remove the following items: a. Moveable furniture, window treatments, and any personal items affected by construction operation.. C. Storage or sale of removed items or materials on-site will not be permitted. 1.8 WARRANTY — Not Used. SELECTIVE DEMOLITION 3 of 8 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 PART2-PRODUCTS 2.1 REPAIR MATERIALS A. Use repair materials identical to existing materials. Luna Design Group LDG Project Number: DNA12006a 1. If identical materials are unavailable or cannot be used for exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible as determined by the Architect. 2. Use materials whose installed performance, equals or surpasses that of existing materials. B. Comply with material and installation requirements specified in individual Specification Sections. 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. Perform surveys as the Work progresses to detect hazards resulting from selective demolition activities. E. The General Contractor shall be required to document all existing conditions before starting Work, using videotape or some other appropriate medium, to avoid disputes regarding damage to work required to remain. 3.2 INTENT A. The General Contractor is responsible for all necessary demolition and/or removal of existing construction materials to implement the proposed improvements as defined in the Contract Documents whether or not removal of existing materials or construction are specifically illustrated/or noted in Drawings. SELECTIVE DEMOLITION 4of8 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 B. The General Contactor is responsible for selective demolition to a logical termination point where existing construction interfaces with the proposed improvements. C. Removal of materials and/or construction is not limited to visible work and shall also include removal of all work and/or materials concealed within walls, floors and ceilings. 3.3 PREPARATION A. Dangerous Materials: Drain, purge, or otherwise remove, collect, and dispose of any chemicals, gases, explosives, acids, flammables, or other dangerous materials before proceeding with selective demolition operations. B. Dumpsters: Locate dumpsters where as indicated on the Site Utilization Plan and as directed by the North Andover Housing Authority.,. Do not overfill dumpsters beyond a level that allows pad locking and closure. Lock each dumpster at the end of each work day. Coordinate and schedule the North Andover Housing Authority prior to start of Work. C. 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. Do not close or obstruct streets, walks, walkways, or other adjacent occupied or used facilities without permission from North Andover Housing Authority and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations. Provide police details if required by state and local authorities. 2. Protect existing site improvements, appurtenances, and landscaping. 3. Examine existing building construction designated to remain and/or adjacent construction areas next to building components scheduled to be removed. Provide all necessary covers, barriers, shoring, etc. as necessary to protect these areas from damage. All existing areas and/or building components not scheduled to be removed that are damaged due to selective demolition operations shall be repaired and/or replaced at no additional expense to the North Andover Housing Authority. The North Andover Housing Authority and the Architect will be the sole judge, if the repair and/or replacement work is acceptable. D. Temporary Facilities: Provide temporary barricades and other protection required to prevent injury to people and damage to the affected building and other adjacent buildings and facilities to remain. Provide protection to ensure safe passage of people around selective demolition area and to and from occupied portions of building. 2. Protect walls, ceilings, floors, and other existing finish work that are to remain or that are exposed during selective demolition operations. SELECTIVE DEMOLITION 5 of 8 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 3. Cover and protect any furniture, furnishings, and equipment that have not been removed. E. Temporary Partitions: Erect and maintain dustproof partitions and temporary enclosures to limit dust and dirt migration and to separate areas from fumes and noise. 3.4 POLLUTION CONTROLS A. Dust Control: Use water mist, temporary enclosures, and other suitable methods to limit spread of dust and dirt. Comply with governing environmental -protection regulations. Do not use water when it may damage existing construction or create hazardous or objectionable conditions, such as ice, flooding, and pollution. Wet mop floors to eliminate trackable dirt and wipe down walls and doors of demolition enclosure. Vacuum carpeted areas. B. Disposal: Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas. C. Cleaning: 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. 3.5 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: Proceed with selective demolition systematically, from higher to lower level. Complete selective demolition operations above floor before disturbing supporting members on the lower levels. 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. 3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 4. Maintain adequate ventilation when using cutting torches. 5. Remove decayed, vermin -infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site. 6. Dispose of demolished items and materials promptly. SELECTIVE DEMOLITION 6of8 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 7. Return elements of construction and surfaces that are to remain to condition existing before selective demolition operations began. B. Existing Facilities: Comply with the North Andover Housing Authority requirements for using and protecting the existing structure including but not limited to all stairs, walkways, loading docks, building entries, and other building facilities during selective demolition operations. Do not under any circumstances stack or store of demolished materials on the existing bituminous pavement or walks. C. Removed and Salvaged Items: Comply with the following: 1. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Transport items to storage area on-site as designated by the North Andover Housing Authority 4. Protect items from damage during transport and storage. D. Removed and Reinstalled Items: Comply with the following: 1. Clean and repair items to functional condition adequate for intended reuse. 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 or if not indicated, as directed by Architect or Owner. 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 the North Andover Housing Authority items may be removed to a suitable, protected storage location during selective demolition and cleaned by acceptable means to the Architect, and all appropriate agencies and reinstalled in their original locations after selective demolition operations are complete. 3.6 PATCHING AND REPAIRS A. General: Promptly repair damage to adjacent construction caused by selective demolition operations. B. Patching: Comply with Division 1 Section "Cutting and Patching." SELECTIVE DEMOLITION 7of8 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 C. Repairs: Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials. Completely fill holes and depressions in existing masonry walls that are to remain with an approved masonry patching material applied according to manufacturer's written recommendations. D. Finishes: Restore exposed finishes of patched areas and extend restoration into adjoining construction in a manner that eliminates evidence of patching and refinishing. 3.7 DISPOSAL OF DEMOLISHED MATERIALS A. General: Promptly remove and legally dispose of demolished materials. Do not allow demolished materials to accumulate on-site. B. Burning: Do not burn demolished materials. C. Disposal: Transport demolished materials off Owner's property and legally disposes of them. D. Refer to Construction Waste Management — Section 01.74.19 for disposal requirements for construction debris. END OF SECTION 02.41.00 SELECTIVE DEMOLITION 8 of 8 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 MX01 I IQkiGYM3 1111 ASBESTOS ABATEMENT PART 1 -GENERAL 1.01 GENERAL REQUIREMENTS Luna Design Group LDG Project Number: DNA12006a A. The General Provisions of the contract, including General and Supplementary Conditions and applicable provisions of Division 1 - General Requirements, apply to the work specified within this Section. B. Examine all conditions as they exist at the project prior to submitting a bid for the work of this Section. C. All provisions of this Section relating to the health and safety of workers and the general public, as well as protection of the environment are minimum standards. The General Contractor and the Asbestos Abatement Subcontractor are responsible for determining whether any additional and/or more stringent protective measures are required by any legal requirements or prudent conservative work practices, and implementing such measures if deemed necessary. Nothing in this Section shall be deemed to relieve the General Contractor and the Asbestos Abatement Subcontractor from any liability with respect to any such legal requirements or requirement of prudent conservative practice. D. All work -site preparations and practices will be conducted in accordance with all Federal, Massachusetts and appropriate City and other local regulations, standards and codes pertaining to worker health protection, protection of the public health and the environment, including current US Environmental Protection Agency (EPA), Department of Labor Occupational Safety and Health Administration (OSHA), US Department of Transportation (DOT), Massachusetts Department of Labor Standards (DLS), Massachusetts Department of Environmental Protection (DEP), local and all other Federal, Commonwealth of Massachusetts and local regulations pertaining to asbestos removal, its transportation and disposal. E. The Consultant will render certain technical services during the Work, including without limitation, the services described at 453 CMR. 6.07 (5) and 6.14 (5) and described within this Section. All services performed by such Representative shall be considered advisory to, and for the sole and exclusive benefit of the Owner. The Asbestos Abatement Subcontractor acknowledges that the Consultant is an independent contractor of the Owner and agrees that no act or omission by such Consultant, and no communication by said "Consultant", shall be deemed in any manner to alter or modify the terms of this Contract, or to waive any provision hereof, or to bind Owner, unless specifically agreed upon by Owner in a signed written instrument. ASBESTOS ABATEMENT Page 1 of 20 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 Luna Design Group LDG Project Number: DNA12006a F. Prior to use of any design, device, material, method of operation, or process covered by letters patent or copyright, the right for such use shall be secured by suitable legal agreement with the patentee or owner of the letters patent or copyright. No arrangement involving letters patent or copyright is acceptable, if subsequent payment for permanent use following completion of the work is required or implied. The contractor shall be responsible for any liability on the part of the Consultant, which may result from violations by the contractor. G. The Owner has retained Cardno ATC as the Environmental Consultant for the purpose of project management during asbestos abatement activities. H. For the purpose of this Section, "Consultant" shall refer to Cardno ATC, who will act as designated, authorized representatives of the Owner for the purpose of inspecting, monitoring, and testing. 1.02 SUMMARY OF WORK The following is the Scope of Work, at a minimum, required to be performed associated with the window and door replacement project at the North Andover Housing Authority Fountain Drive Development in North Andover, Massachusetts under the Base Bid and Alternate Bid. All Asbestos Abatement work under this Section shall be performed by a contractor holding a current Massachusetts Department of Labor Standards (DLS) Asbestos Abatement Contractor's license. Contractor shall furnish all labor, worker training, materials, equipment, and services for the complete and proper removal and disposal of asbestos -containing materials. Removal and disposal of all specified asbestos -containing materials (ACM) and specified non -ACM materials as identified herein. This shall include all asbestos - containing window caulking, door caulking and specified non -ACM window and door components where necessary to access asbestos. All work performed shall be as required by Sections 3.03, 3.04, and 3.05. 2. Work area preparations, including pre -cleaning, installation of critical barriers and polyethylene sheeting, construction of remote decontamination facilities, work area preparation, sealing, isolation, and other activities as directed by the Owner or Consultant. Protection on non -ACM materials and stationary equipment inside of work areas with two layers of polyethylene sheeting. Furnishig of all labor, materials, equipment, and services required for all work included under the provisions of this Section. Compliance with all applicable federal, state, and local regulations, as well as all provisions set forth within this Section, and facility requirements. ASBESTOS ABATEMENT Page 2 of 20 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 Luna Design Group LDG Project Number: DNA12006a Clean up following removal activities in each designated work area. Performance of any other work or activities required by this Section, applicable regulations, or as necessary to perform a complete job to the satisfaction of the Owner and Consultant. 8. Provide temporary electrical wiring and services as required for asbestos removal according to the Provisions as set forth in this Section. Contractor is responsible for safely accessing and removing asbestos, and also providing any additional equipment necessary (fall protection equipment) to perform abatement from the buildings. General Contractor will provide scaffolding equipment necessary to access asbestos -containing materials included in the project scope of work. 10. Removal and disposal of asbestos -containing materials, and specified non -ACM materials, that may be uncovered during demolition/renovation and are not included in the base bid scope of work. This work will be performed as unit price work. 11. Coordination of all work with the General Contractor, including scheduling and sequencing/phasing of removal work, temporary protection at window and door openings, etc., to the Owner's satisfaction. A. The following is a summary of the work items to be performed under the Contract. Given quantities are estimates only and are not guaranteed. Bidders shall not use these estimates as the only basis for their Bid. Bidders shall confirm all quantities and items during the Pre -Bid walkthrough to the extent reasonably possible. The Bidders are responsible to review and confirm all quantities and field conditions (including structural integrity of walking/working surfaces), including locations of all ACM and debris, surface area, lengths, widths, cross-sections, thickness, composition of layers, substrate composition and any attachments thereto, including glue, mastic, compounds, prior to the submission of bids. Neither the Consultant nor the Owner will be responsible for errors or omissions and/or charges for extra work arising from any bidders failure to become familiar with the existing conditions of the site, requirements of the work and the results to be produced. By submitting a Bid, the Bidder further agrees that the descriptions contained herein and on the drawings (i.e., quantities, descriptions, locations, areas, thicknesses, etc.) are adequate and that the bidder will produce the required results. No claims for extra payment due to incorrect quantities will be considered. By submitting a Bid, a Bidder agrees and warrants that he is familiar with and will perform all the work required, including all items indicated herein and/or on the Drawings. The estimates of asbestos containing materials to be removed are in the following table. ASBESTOS ABATEMENT Page 3 of 20 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 Luna Design Group LDG Project Number: DNA12006a Summary of Identified Asbestos -Containing Materials to be Removed North Andover Housing Authority Fountain Drive Development Material Location(s) Estimated Quantity Conditio n Analytical Results Exterior Door Caulking Boiler Rooms 7 Doors Fair 5-10% Chrysotile Older Exterior Window Caulking All Buildings and Community Center 160 windows Fair 2-10% Chrysotile Refer to Architectural Drawings for windows & doors identified for removal and replacement. Note: An asbestos -containing material (ACM) is defined by the U.S. Environmental Protection Agency (EPA) as any material or product containing more than one percent asbestos by weight, or by one percent or greater according to the Massachusetts Department of Environmental Protection. 1.03 SEQUENCE OF WORK The following is a typical sequence of work that Contractor shall adhere to during the asbestos abatement project. Consultant may authorize deviations from this typical sequence based upon the specific conditions encountered during the project. 1. Contractor shall post all required signage. 2. Contractor shall secure area from unauthorized access. 3. Owner/Contractor will remove all movable objects from the work area. 4. Contractor shall prepare the specified Work Area for glazing material and caulking material removal as described in this Specification. 5. Contractor shall construct remote decontamination unit, and any other construction needed to complete the work area to the satisfaction of Consultant. 6. Consultant shall inspect and approve all work area preparations before permitting Contractor to begin removal work. 7. Contractor shall remove and dispose all asbestos -containing materials as required by this Section. ASBESTOS ABATEMENT Page 4 of 20 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 8. Consultant shall perform a final visual inspection to assure that no visible debris exists in the work area. Contractor shall re -clean the work areas as needed until they pass a visual inspection by Consultant. 9. Contractor shall remove all work area barriers, equipment, polyethylene sheeting, etc. and clean any areas to the satisfaction of Consultant and Owner. 1.04 COORDINATION AND PHASING OF WORK A. Contractor shall coordinate all work in this Section with all other work of this Project. Where additional regulatory requirements apply to the work in this Section, the Contractor shall ensure compliance with all requirements. B. Contractors work schedule must be coordinated with and acceptable to the General Contractor and approved by the Owner. Contractor shall work continuously and diligently in each work area on the days and during the hours indicated on their work schedule C. Contractor shall cooperate fully with other Contractors at the facility. D. Contractor shall subdivide work areas and/or otherwise provide additional containments and mobilization where and when necessary to accomplish asbestos abatement in accordance with the project phasing, as determined by the General Contractor, and as specified by the Owner. 1.05 SUBMITTALS A. Pre -Construction Meeting The Contractor shall meet with the Owner and the Consultant for a Pre -Construction meeting prior to commencing work on the project. The meeting shall be at the facility or at the offices of the Owner, at a mutually convenient time and date. At the meeting, the Contractor shall be represented by authorized representatives and the field supervisor who shall run the project on a daily basis, and who shall present evidence that all requirements for initiation of the work have been met. The minimum agenda for the meeting shall be: 1. Review of "Pre -Job Submittals". 2. Channels of communication. 3. Construction schedule, including sequence of critical work. 4. Designation of responsible personnel. ASBESTOS ABATEMENT Page 5 of 20 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 5. Procedures for safety, security, quality control, housekeeping, and related matters. 6. Use of premises, facilities, and utilities. B. PRS JOB SUBMITTALS The Contractor is required to provide one copy of the following Pre -Job Submittals at the Pre -construction Conference: 1. Copies of all notifications, permits, applications, abatement contractor license, personnel licenses and like documents required by Federal, State, or local regulations obtained or submitted in proper fashion, 2. List of employees to be used on this project. 3. Copies of medical records as required by OSHA or a notarized statement by examining medical doctor that such examinations took place and when for each employee to be used on project, 4. Record of successful respiratory fit test performed by a Competent person (as defined by OSHA) within the previous 6 months, as required elsewhere in the documents for each employee to be used on this project, 5. Certificate of Insurance, 6. Proposed respiratory program for employees throughout all phases of the job, including make, model and NIOSH approval numbers of respirators to be used, 7. Written description of all procedures, methods, or equipment to be utilized by the Contractor that differ from the Contract Sections, including manufacturers Sections on any equipment not specified for use by the Contract Sections, 8. Proposed electrical safeguards to be implemented, including but not limited to location of transformers, GFCI outlets, lighting, etc., necessary to safely perform the job, including a description of an electrical hazards safety plan for common practices in the work area, 9. A list of all equipment to be used on site, by make and model, including negative pressure equipment, HEPA vacuums, Water Atomizing Devices, etc., 10. Chain of Command of responsibility at work site including supervisors, foreman, and competent person, their names, resumes and certificates of training, ASBESTOS ABATEMENT Page 6 of 20 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 11. Proposed Emergency plan and route of egress from work areas in case of fire or injury, including the name and phone number of nearest medical assistance center, 12. Contractor's testing lab, AIHA PAT proficiency, and Certification in the State where work site is located, 13. Schedule of values breaking down the work in sufficient detail so as to serve as the basis for payment, with disposal costs listed as a separate item. C. Post -Construction Submittals The Contractor is required to submit the following to the Consultant within thirty days after completion of the project: 1. Manifests and waste receipts acknowledging disposal of all waste material from the project showing delivery date, quantity, and appropriate signature of landfill's authorized representative, 2. A copy of the entry -exit logbook required elsewhere in these Sections, 3. All personnel monitoring results as required by OSHA and elsewhere in these Sections, 4. Copy of licenses, medical, and fit tests of all workers and supervisors who performed work on the project, 5. All notifications as required elsewhere in these Sections. 1.06 REFERENCE STANDARDS, REGULATIONS AND CODES A. All work shall be performed strictly according to the Sections contained herein and with the regulations cited in this Article. The Contractor undertaking asbestos abatement work and persons in their employ shall comply with and be bound to requirements of the following Federal, State, and Local standards, regulations and codes. These standards and codes shall be by reference made part of this Section and shall be complied with. Whenever regulations are conflicting, the more stringent regulation will prevail. 1. US Department of Labor; Occupational Safety and Health Act of 1970. (Particular attention is drawn to the Asbestos Regulations: CFR Title 29, Part 1910, Sec. 1910.1001 and Part 1926, Sec. 1926.1101, and the Respirator Regulations; CFR Title 29, Part 1910, Sec. 1910.134 and the Hazard Communication Program, CFR Title 29, Part 1910.1200). ASBESTOS ABATEMENT Page 7 of 20 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 2. US Environmental Protection Agency, CFR, Title 40, Part 61, Subparts A and M, National Emission Standards for Hazardous Air Pollutants; Asbestos NESHAP Revision; Final Rule, Dated Tuesday, November 20, 1990. 4. US Environmental Protection Agency; TSCA Title II, Asbestos Hazard and Emergency Response Act (AHERA), 40 CFR Part 763 Subpart E - "Asbestos - Containing Materials in Schools" and also 40 CFR, Part 763, Subpart G - "Worker Protection Rule". 4. US Department of Transportation regulations, 49 CFR Parts 172 and 173. 5. All Commonwealth of Massachusetts laws, regulations and standards, including the regulations 453 CMR 6.00 "The Removal, Containment or Encapsulation of Asbestos" and 310 CMR 7.15 "Asbestos", 18.00 and 19.00 and MGL Chapter 21 E. 6. Other Federal, State and local statutes, ordinances, regulations, or rules pertaining to this Section and the work described herein, including the storage, transportation and disposal of asbestos. B. All regulations by these and other governing agencies in their most recent version are applicable. These Sections refer to many requirements found in these references, but in no way intend to cite or reiterate all provisions therein or elsewhere. It is the contractor's responsibility to know, understand, and abide by all such regulations and common practices. Other provisions contained in these references may from time to time during the execution of this contract be enforced by the Owner at his own discretion. 1.07 REGULATORY SUBMITTALS A. The Contractor shall be responsible for securing all necessary permits for asbestos related work, including hauling, removal, and disposal, fire, and materials usage, or any other permits required to perform the specified work. B. The Contractor shall notify the following agencies in appropriate manner and place of impending work, and shall provide evidence of notifications at the pre - construction conference: 1. U.S. Environmental Protection Agency, J. F. Kennedy Federal Building Boston, Massachusetts 02203 (10 working days in advance) ASBESTOS ABATEMENT Page 8 of 20 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 2. Massachusetts Department of Environmental Protection Division of Air and Hazardous Materials (10 working days in advance) Send Notification to: Commonwealth of Massachusetts Asbestos Program P.O. Box 120087 Boston, Massachusetts 02112-0087 3. Massachusetts Department of Labor Standards Asbestos Control Unit (10 working days in advance) 4. Town of North Andover Fire and Health Department and other state or city agencies as required by law or ordinance. 1.08 PROJECT CONDITIONS A. Take all measures and provide all material necessary for protecting fixed machinery, controls, instrumentation, equipment, and furniture from asbestos fiber, dust and debris and from water damage. B. Working space and space available for storing materials is restricted within the confines of the project and/or at locations to be designated by the Owner. C. Provide access and personal protective equipment, including half face piece negative pressure respirators, to the Consultants, who are licensed and certified, to visit the Work Areas to maintain and adjust building services. D. Schedule the use of existing utilities with the Owner. No utility service, fire protection system, or communication system may be interrupted without prior approval of the Owner. E. Water, electric power, lighting and other utilities, toilets, and other facilities, shall be provided by the Owner from existing sources where Contractor's use is not excessive and does not interfere with buildings normal use. Where existing utilities of the facility are not adequate or cannot be used, the Contractor is responsible for providing alternative sources, the cost of which is to be included in bid price. The use of the Facility's utilities shall be coordinated through the Owner. F. Post and affix caution signs and labels as required by OSHA regulation, 29.CFR.1926.1101 (k) (1). Post safety signs outside the work project as may be required by the Owner. Obtain two copies of 29.CFR.1910.1001, 29.CFR.1926.1101, m 40.CFR.61, Subpart M, and Commonwealth of ASBESTOS ABATEMENT Page 9 of 20 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 Massachusetts Regulations 453 CMR 6.00 and 310 CMR 7.00, and post one copy at the job site and retain one copy on file. G. Post at the job site, or at the entrance to each independent Work Area, one copy of all Material Safety Data Sheets (MSDS's) of all chemicals and other substances to be used on this contract. These sheets shall be made available to the Consultants for review. H. No storage of waste will be permitted onsite. All ACM shall be removed off-site at the end of each shift except that limited storage space may be provided by the Owner at the facility. Contractor will supply any additional temporary storage as needed. All materials and equipment are to be kept in orderly fashion in designated areas, free and clear of halls and doorways, and in conformance with all regulations, codes, and in consideration of building usage. 1.09 RESPIRATORS AND PROTECTIVE CLOTHING A. Personal protection, in the form of disposable Tyvek suits, and NIOSH approved respirators, are required for mechanics, contractor supervision, Consultant and visitors at the work site during the set-up, removal, and cleaning operations. Contractor shall provide all this protective equipment for workers, Consultant, and authorized personnel to access this work site. B. Each worker shall be supplied with a minimum of two complete disposable uniforms every day. Removal workers shall not be limited to two uniforms, and the Contractor will be required to supply additional uniforms as is necessary. Under no circumstances will anyone entering the removal area be allowed to reuse a contaminated uniform. C. Work clothes shall consist of disposable full body suits, head covers, gloves, footwear, and eye protection. D. The Contractor shall supply workers and supervisory personnel with NIOSH approved protective respirators and HEPA/filters. Appropriate respirator selection shall be determined by the daily personnel samples being taken and strictly follow the guidelines set forth in the OSHA respiratory program 29 CFR 1910.134 and the Massachusetts DOS Regulations 453 CMR 6.00. The respirators shall be sanitized and maintained according to the manufacturer's Sections. Appropriate respirators shall be selected using the information provided in OSHA Title 29 CFR Part 1910.1926 Final Rules. This determination has been made for this project. PAPR's shall be supplied by the contractor for all personnel associated with this work. Disposable respirators shall not be considered acceptable in any circumstance. The Contractor will maintain on site a sufficient supply of disposable HEPA/filters to allow workers and supervisory personnel to change contaminated ASBESTOS ABATEMENT Page 10 of 20 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 filters at least three (3) times daily. The Contractor is solely responsible for means and methods used and for compliance with applicable regulations. E. Respirators shall be individually assigned to removal workers for their exclusive use. All respiratory protection shall be provided to workers in accordance with the written submitted respiratory protection program, which includes all items in OSHA 29 CFR 1910.134 (b) (1-11) A copy of this program shall be kept at the work -site, and shall be posted in the Clean Room of the Decontamination Unit. F. Workers must perform negative and positive pressure fit tests each time a respirator is put on, whenever the respirator design so permits. Powered air purifying respirators shall be tested for adequate flow as specified by the manufacturer. G. Workers shall be given a qualitative fit test in accordance with procedures detailed in the OSHA Lead Standard (29 CFR 1910.1025, Appendix D, Qualitative Fit Test Protocols) for all respirators to be used on this abatement project. An appropriately administered quantitative fit test may be substituted for the qualitative fit test. H. Upon leaving the active work area, pre -filters shall be discarded, cartridges removed, and respirators cleaned in disinfectant solution and clean water rinse. Clean respirators shall be stored in plastic bags when not in use. The contractor shall inspect respirators daily for broken, missing, or damaged parts. Contractor shall provide daily personal sampling to check personal exposure levels for the purpose of establishing respiratory protection needs. Samples shall be taken for the duration of the work shift or for eight hours, whichever is less. Personal samples need not be taken every day after the first day if working conditions remain invariant, but must be taken every time there is a change in the removal operation, either in terms of the location or the type of work. Sampling will be to determine eight-hour Time -Weighted -Averages (TWA). The contractor is responsible for personal sampling as outlined in OSHA Standard 1926.1001. Sampling personnel shall be proficient in the taking of air samples under NIOSH 7400, and must be supervised by an individual who has completed the training course NIOSH 572 or equivalent. K. Air sampling results shall be available at the job site in written form no more than twenty-four (24) hours after the completion of a sampling cycle. The document shall list each sample's result, sampling time and date, person monitored, flow rate, sample duration, microscope field area, number of fibers per fields counted, cassette size and analysts name and company. Air sample analysis results will be reported in fibers per cubic centimeter. ASBESTOS ABATEMENT Page 11 of 20 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 1.10 WATER AND ELECTRICAL SERVICE Luna Design Group LDG Project Number: DNA12006a A. The Contractor shall provide temporary connections to existing building utilities and provide temporary facilities as required and necessary to carry out the work. B. The Contractor shall provide temporary connections to building water service and provide all lines necessary for distribution of water. C. Comply with applicable NEMA, NECA and UL standards and governing regulations for materials and layout of temporary electrical service. All power connections and panel work is to be performed by a licensed electrician. D. The Contractor shall provide temporary service connections from power sources as required. All existing power service to the work area will be isolated and shut down for the duration of the project. Contractor shall provide service (sub -panel) with a minimum of 100 amp, two -pole circuit breaker or fused disconnect. Sub -panel and disconnect shall be sized and equipped to accommodate all electrical equipment required for completion. Contractor's electricians will make all necessary connections to main power system. E. Provide I.D. warning signs at power outlets that are other than 110-120 volt power. Provide polarized outlets for plug-in type outlets, to prevent insertion of 110-120 volt plugs into higher voltage outlets. F. Provide all receptacle outlets equipped with ground fault circuit interrupters (GFCI) and reset button for plug-in connection of equipment. G. The Contractor must supply temporary lighting for all lighting requirements within contained areas. All existing lighting shall be isolated and shut down. ASBESTOS ABATEMENT Page 12 of 20 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 PART 2 -PRODUCTS 2.01 ASBESTOS ABATEMENT SUPPLIES Luna Design Group LDG Project Number: DNA12006a A. Respirators: Respirators will be selected from those jointly approved by the National Institute for Occupational Safety and Health (NIOSH), US Department of Health and Human Services and the Mine Safety and Health Administration (MSHA), US Department of Labor. B. Surfactant (Amended Water): All water to be used for removal and wet wiping of asbestos -contaminated materials during clean-up operations shall be amended through the addition of a surfactant (a 50/50 mixture of polyoxyethylene ether and polyoxyethylene ester, or equivalent) mixed and supplied in accordance with manufacturer's instructions. C. Polyethylene Sheeting: All polyethylene sheeting used on the Project shall be fire resistant, and shall meet and be approved as called for in local, Fire Prevention Codes PART 3 - EXECUTION 3.01 GENERAL A. Approvals and Inspection All temporary facilities, work procedures, equipment, materials, services, and agreements must strictly adhere to and meet these contract Sections along with EPA, OSHA, NIOSH, regulations and recommendations as well as any other federal, state, and local regulations. Where there exists overlap of these regulations, the most stringent one applies. All work performed by the Asbestos Abatement Subcontractor is further subject to approval of the Owner. 2. Modifications to these isolation and sealing methods, procedures, and design may be considered if all elements of proper and safe procedures to prevent contamination and exposure can be demonstrated. Written modifications to these Sections must be made to the Owner and Consultant for review before they can be used for work on this project. B. Damage and Repairs to the Work Site Asbestos removal and disposal shall be performed without damage to the building, including, but not limited to, structural members, ceilings and ASBESTOS ABATEMENT Page 13 of 20 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 walls. The Asbestos Abatement Subcontractor shall provide protection of these items and materials as part of the work area preparation. Where asbestos abatement activity causes damage, the Asbestos Abatement Subcontractor shall patch, repair, replace or otherwise restore it to its original condition at no additional cost to the Owner. C. HVAC Systems All duct work, heating units and HVAC equipment shall be wrapped in two layers of six -mil polyethylene prior to any other work taking place, or excluded from work area boundaries by airtight polyethylene sheeting. D. Barriers and Isolation Areas The Asbestos Abatement Subcontractor shall construct and maintain suitable critical barriers to separate asbestos abatement window/door work areas from interior spaces occupied by the Owner. Critical barriers shall be of sufficient size and strength to prevent staff, residents, the public and others from entering the work areas. Critical barriers shall be constructed at all window access locations or other open entrances to the window work areas. Any seams in the critical barriers shall be sealed airtight with caulking or an approved equal method. These barriers shall be removed by the Asbestos Abatement Subcontractor at the completion of construction work. 2. Warning signs shall be posted on all critical barriers at the commencement of the work area preparation, as required in 1926.1101 of the Occupational Safety and Health Standards Federal Register, Volume 51, Number 119, June 20, 1986. The signs shall display the proper legend in the lower panel, with letter sizes and styles of a visibility at least equal to that specified in OSHA Standard 1926.1101. (k)(1)(ii). The signs will read as follows: DANGER ASBESTOS CANCER AND LUNG DISEASE HAZARD AUTHORIZED PERSONNEL ONLY RESPIRATOR AND PROTECTIVE CLOTHING REQUIRED IN THIS AREA 3. The signs shall be posted at the perimeters of asbestos removal, demolition or construction areas where the asbestos -containing material to be removed exists. 4. The Asbestos Abatement Subcontractor shall maintain all temporary and critical barriers, facilities and controls as long as needed for the safe and ASBESTOS ABATEMENT Page 14 of 20 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 proper completion of the work. Any breaches in the containment will be corrected at the beginning of each shift and as necessary during the workday. Work will not be allowed to commence until all control systems are in place and operable. 5. No barriers shall be removed until the work areas are thoroughly cleaned and all debris has been properly bagged and removed from work areas, and the air has passed final clearance tests, in accordance with provisions detailed herein. 3.02 PREPARATION AND DECONTAMINATION UNIT A. Preparation The Asbestos Abatement Subcontractor shall prepare the window/door work area by installing critical barriers and sealing any openings near window abatement areas. Critical barriers consist of the boundaries of the work area including roof hatches, roof level windows and any constructed barrier to restrict public access to the work area. HVAC systems shall be shutdown and sealed, where applicable, as described previously with two layers of 6 mil polyethylene sheeting. B. Decontamination Unit and Procedures It is the Asbestos Abatement Subcontractor's responsibility to provide a remote decontamination unit consisting of an Equipment Room, Shower, and Clean Room for personnel involved in asbestos removal. Each of the three rooms shall be of sufficient size to accommodate authorized personnel and related equipment. Each room shall be separate of other rooms by a double flap of six (6) mil. polyethylene sheeting acting as an airlock. This shall be designed to minimize fiber migration and airflow between the decontamination unit rooms. The rooms shall be framed with 2"x 4" lumber, masked, sealed and attached to the entry/exit ways of asbestos work areas. The three rooms together shall be referred to as the Decontamination Unit. 2. The Equipment Room shall serve as a transfer room and an intermediate area between the work area and any decontamination procedures to occur in the shower room. This room shall be vacuumed and washed whenever necessary in order to prevent asbestos dust and debris accumulations or when required by Consultant. The Equipment Room will also serve as an access area to the shower for personnel leaving the work area. Workers leaving the containment shall remove and dispose of disposable protective suits and wear only respirators into the Shower. At the end of each day, bags of asbestos waste and contaminated materials ASBESTOS ABATEMENT Page 15 of 20 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 shall be removed after a thorough decontamination procedure as described in the contract Sections. Workers performing this operation will wear respirators and disposable full-body protective suits. 3. The Shower Room shall have a continuous supply of cold and hot water, and be suitably arranged for complete showering during decontamination. The Shower Room with curtained doorways will comprise an airlock between contaminated and clean areas. All materials being passed from the equipment room to the clean room must pass through the shower and be thoroughly decontaminated. The shower floor will not be allowed to sit at ground level, but must be elevated a minimum of six inches off of the floor with a suitable catch basin for drainage into a filtration system. The shower will be equipped with a sump pump and an in-line two stage filter. The first stage will efficiently filter fibers greater than twenty (20) microns in length and the second stage will filter bulk material and fibers greater than five (5) microns in length. Alternatively, shower water may be re- routed back into the work area to be bagged and disposed of as asbestos contaminated waste. The Asbestos Abatement Subcontractor shall provide disposable towels and soap in the shower area. The Clean Room shall store asbestos worker's clean protective clothing and clean respirator equipment. Contaminated clothing, respirators, tools, equipment, or other materials shall not be allowed into the Clean Room or beyond. The Clean Room will serve as an access for personnel entering the work area, and for the donning of respiratory protection and protective clothing. The Asbestos Abatement Subcontractor shall provide space in the clean room for the worker's personal clothing. This may be in the form of hangers or lockers. 3.03 ASBESTOS CONTAINING WINDOW/DOOR CAULKING AND WINDOW GLAZING COMPOUND REMOVAL A. Removal of asbestos -containing window/door frame caulking and window glazing compound shall be in accordance with all applicable regulations. At a minimum, the following work practices shall apply: Grinding, sanding, cutting or abrading the ACM shall not be permitted unless performed using wet methods with in a work area established in accordance with Section 3.02. 2. Workers shall wear protective clothing and half -mask, dual -cartridge, HEPA-filtered respirator, at a minimum. 3. A regulated work area shall be established as required by regulations and to the satisfaction of the Consultant. ASBESTOS ABATEMENT Page 16 of 20 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 4. Place polyethylene sheeting below area where window/door caulking and glazing compound will be removed Using wet methods, remove the window/door caulking and glazing compound in a manner which precludes the material from becoming friable. Properly decontaminate all non -ACM materials in contact with the asbestos -containing material. All non -ACM materials in contact with the asbestos -containing, not properly decontaminated, shall be wrapped in two layers of six -mil polyethylene sheeting and disposed of as asbestos contaminated waste. Properly wet and double bag all ACM, and all non -ACM materials contaminated with asbestos for disposal as ACM debris. Using a HEPA vacuum clean all residual asbestos -containing material remaining in the work area. Where the specified window/door component can be removed and disposed of whole, the entire window/door component (e.g., window sash, window frame, door frame) may be removed and wrapped in two layers of six -mil polyethylene and disposed of as ACM. As an alternative to disposal of the entire component, the ACM contaminated portion of the components may be removed and disposed of, provided that cutting or abrading or other process that will render the ACM friable, does not occur. Upon completion of the whole window/door unit and removal of window/door frames, caulking between window/door frame and building masonry shall be assumed present at all window and door locations and removal of this material as ACM is included in the Asbestos Abatement scope of work for this site. 10. Dispose all asbestos -containing waste in an EPA and DEP approved land. 3.04 DECONTAMINATIONMORK PROCEDURES A. In order to avoid possible exposure to dangerous levels of asbestos, and to prevent possible contamination of areas outside the demarcated work zone, work shall follow the guidelines listed below. At no time shall a worker entering the containment area go further than the Clean Room of the Decontamination Unit without a respirator and protective clothing. ASBESTOS ABATEMENT Page 17 of 20 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 2. Before leaving the work area, the worker shall remove all gross contamination and debris from the coveralls. In practice this is carried out by one worker assisting another. 3. All equipment used by the workers inside the demarcated work area shall be either left in the Dirty Room of the Decontamination Unit or thoroughly decontaminated before being removed from the area. Extra work clothing (that in addition to the disposable garments supplied by the Asbestos Abatement Subcontractor) shall be left in the Dirty Room of the Decontamination Unit until the completion of work in that area. 4. All persons leaving the work area must shower before leaving the regulated area. 5. Under no circumstance shall workers or supervisory personnel be allowed to eat, drink, smoke, chew gum, or chew tobacco in the work area; to do so shall be grounds for the Consultant to stop all removal operations. Only in the case of life threatening emergency shall workers or supervisory personnel be allowed to remove their protective respirators while in the work area. In this situation, respirators are to be removed for as short a duration as possible. As with additional clothing, all footwear shall be left inside the work area until the completion of the job, then cleaned or discarded. 3.05 DISPOSAL OF ASBESTOS WASTE A. Waste removal procedure shall be done in accordance with all regulations as set forth by the agencies having authority to regulate. B. The Asbestos Abatement Subcontractor shall provide proof that disposal sites for the waste materials have current and valid permits in order to dispose of asbestos waste at the time of the pre -construction meeting. C. Receipts shall be obtained by the Asbestos Abatement Subcontractor from the dumping site(s), and submitted to the Owner upon request for final payment. D. Warning labels having permanent, waterproof print and adhesive shall be affixed to all bags, trucks, drums (lids and sides), and other containers used to store and/or transport asbestos -containing material. Labels must be conspicuous and legible and contain the following: CONTAINS ASBESTOS FIBERS AVOID CREATING DUST CANCER AND LUNG DISEASE HAZARD ASBESTOS ABATEMENT Page 18 of 20 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 Luna Design Group LDG Project Number: DNA12006a E. The Asbestos Abatement Subcontractor shall be responsible for all necessary precautions to prevent pollution by spilling during the performance of services and shall assume full responsibility for all Asbestos Abatement Subcontractor caused spills, which shall be cleaned up at the Asbestos Abatement Subcontractor's expense. F. Temporary storage of asbestos waste on-site must be approved by the Owner. G. All waste shall be thoroughly wetted when packaged for disposal. Acceptable packaging includes double bagged in 6 mil waste disposal bags, double wrapped in 6 mil polyethylene sheeting, and/or loaded into a lined dumpster with two 10 mil preformed liner and sealed air tight KJ1IIM:[0I*1*44A4I [o A. Throughout the work period, the Asbestos Abatement Subcontractor shall maintain the building and site in a standard of cleanliness as specified throughout these Sections. Contaminated disposable clothing, respirator filters, and other debris shall be bagged and sealed at the end of each work day. 2. All asbestos generated by either removal or repair, shall be bagged immediately and not allowed to be left exposed at the end of each work day. Respirators shall be thoroughly cleaned at the end of each work day and stored for the next day's use. 4. The Asbestos Abatement Subcontractor shall retain all stored items in an orderly arrangement allowing maximum access, not impeding traffic, and providing the required protection materials. The Asbestos Abatement Subcontractor shall not allow the accumulation of scrap, debris, waste material, and other items not required for completion of the work. 6. The Asbestos Abatement Subcontractor shall provide adequate storage for all items awaiting removal from the job site, observing all requirements for fire protection and protection of the ecology. Daily, and more often if necessary, the Asbestos Abatement Subcontractor shall inspect the work areas and adjoining spaces, and pick up all scrap, debris, and waste material. Remove all such items to the place designated for their storage. ASBESTOS ABATEMENT Page 19 of 20 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 Luna Design Group LDG Project Number: DNA12006a The Asbestos Abatement Subcontractor shall maintain the site in a neat and orderly condition at all times. 3.07 AIR MONITORING A. During removal of window/door materials, area samples may be collected by the Consultant outside the window work area, just outside the clean room, and inside the regulated area. During removal of window and door caulking materials, area samples may be collected by the Consultant outside major openings in the work area. The Asbestos Abatement Subcontractor shall be responsible for all OSHA personal sampling. 3.08 WORK REVIEW A. Consultant will review the Asbestos Abatement Subcontractor's work practices priorto the start of an d at periodic times during asbestos related work and will report any Section violations to the Asbestos Abatement Subcontractor. If the Asbestos Abatement Subcontractor fails to correct deficiencies in a timely manner, the Owner will be notified in writing, and work may be stopped. The Consultant will review the work area and conditions before work begins and after the Asbestos Abatement Subcontractor Site Supervisor has given approval. Outside airborne fiber concentrations must not exceed 0.010 fibers/cc or pre - abatement levels, whichever is greater. If concentrations exceed this level, then work must be stopped, conditions reviewed as to the probable cause, and then corrected. B. Consultant will keep a daily log of the Asbestos Abatement Subcontractor's work practices and will make these daily logs a part of the final project documents. C. In addition to various daily inspections of engineering controls and work practices, Consultant will make three (3) mandatory inspections throughout the removal work. These inspections include: a pre -abatement visual inspection, a post -abatement visual inspection, and a post-teardown visual inspection. D. Each inspection must be requested by the Asbestos Abatement Subcontractor and performed by Consultant, to the satisfaction of the Consultant, and be signed off by the Consultant, before work is to continue on next task in the phase. Failure on the part of the Asbestos Abatement Subcontractor to obtain sign -off before proceeding is regarded as a serious violation of the contract and unacceptable. END OF SECTION ASBESTOS ABATEMENT Page 20 of 20 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 EXHIBIT A Luna Design Group LDG Project Number: DNA12006a Industrial Hygienist ACM Report Industrial Hygienist ACM Report 1 of 12 '.ProScience Analytical Services, Inc Doug Rader Cardno ATC, Woburn 600 West Cummings Park Suite 5450 Woburn, MA 01801 Dear Doug Rader, November 02, 2012 The enclosed analytical results have been obtained by using the EPA/600/R-93/116 method. The "Visual Estimate" quantitative method is generally used for determining the percentage of asbestos and other components of the sample. "The Point Counting" method may also be used upon client request or at the analyst discretion. The Point Count method is usually recommended when the sample contains less than 10% asbestos by Visual estimate. Asbestos content less than 1 % is recorded on the report as TR (trace). The Quality Control data related to the samples analyzed is available upon client's written request. ProScience Analytical Services Inc., assumes no responsibility for potential sample contamination that may have occurred during the sample collection process or erroneous data provided by the client. The enclosed results may not be used under any circumstances as product endorsement by any US government agency including NIST/NVLAP. All Laboratory records are retained for at least three years unless otherwise directed in writing by the client. The actual samples are retained for a period of two months and written request is necessary in order to be retained for a longer period of time. All analytical results and records are considered strictly confidential and will not be released under any circumstances to anyone except the actual client. The analytical results included in this report apply only to the items tested. If you have any questions please contact the Laboratory Manager or the Laboratory Director. Sincerely, Stefanie Bishop, Optical Asbestos Manager Aimee Cormier, Laboratory Director Enclosure: Version 2 LAB BATCH ID: B 83915 CLIENT PROJECT ID: N/A Client Ref: Fountain Drive, N. Andover AIHA ID# 102754; CT ID# PH -0209; MA ID# AA000156; ME ID# LB -055; ME ID# LA -056; NVLAP Lab Code 200090-0; RI ID # AAL -093; VT ID# AL016876 22 Cummings Park • Woburn, Massachusetts • 01801 • Phone (781)935-3212 • Fax (781)932-4857 ProScience Analytical Services, Inc. r'lient Name: Cardno ATC, Woburn Batch: B83915 #: N/A Date Sampled: N/A lent Project #: N/A Date Received: 11/1/2012 Client Reference: Fountain Drive, N. Andover Date Analyzed: 11/2/2012 Method: EPA/600/R-93/116 Date of Report: 11/2/2012 Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON 1 Gray 10 0 0 0 0 1 0 0 0 0 0 0 0 90 Description: Exterior door caulk Location: Under unit 1, boiler room Comments: Is asbestos present? Yes. Analyzed: Yes Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG MNW CELHAR SYN OTH NON 2 Multi 10 0 0 0 0 0 0 0 1 0 1 0 0 0 90 Description: Exterior door caulk Location: Unit 4 Comments: Is asbestos present? Yes.. Analyzed: Yes Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG IVINWJ CEL HAR SYN OTH�-95 ON 3 Tan 5 0 0 0 0 0 0 OTO 0 0 0 Description: Exterior window caulk Location: Unit 4 omments: Is asbestos present? Yes. Analyzed: Yes Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON 4 Tan 5 0 0 0 0 0 0 0 1 0 0 0 0 95 Description: Exterior window caulk Location: Unit 9 Comments: Is asbestos present? Yes. Analyzed: Yes Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG I MNW I CEL HAR SYN OTH NON 5 Tan 10 0 0 0 0 0 0 0 0 0 0 0 90 Description: Exterior door caulk Location: Unit 9 Comments: Is asbestos present? Yes. Analyzed: Yes Asbestos % : Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBGMNW CEL HAR SYN OTH NON 6 White 0 0 0 0 0 0 0 0 1 0 1 0 1 0 0 100 Description: Exterior window caulk, newer Location: Unit 9 Comments: Is asbestos present? No. Analyzed: Yes Page 1 of 5 ProScience Analytical Services, Inc. Client Name: Cardno ATC, Woburn Batch: B83915 PO #: N/A Date Sampled: N/A Client Project #: N/A Date Received: 11/1/2012 Client Reference: Fountain Drive, N. Andover Date Analyzed: 11/2/2012 Method: EPA/600/R-93/116 Date of Report: 11/2/2012 Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON 7 White 0 0 0 0 0 0 0 0 0 0 0 0 100 Description: Exterior window caulk, newer Location: Unit 11A Comments: Is asbestos present? No. Analyzed: Yes Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG I MNW CEL HAR SYN OTH NON 8 Tan 10 0 0 0 0 0 0 0 0 0 0 0 90 Description: Exterior door caulk Location: Unit 11A Comments: Is asbestos present? Yes. Analyzed: Yes Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG I MNW CEL HAR I SYN 0TH NON 9 Tan 5 0 0 0 0 1 0 -TT 0 0 0 0 0 195 Description: Exterior window caulk Location: Unit 11A Comments: Is asbestos present? Yes. Analyzed: Yes Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG I MNW CEL HAR SYN I OTH I NON 10 Multi 5 0 0 0 0 1 0 7TT 0 1 0 1 0 1 0 1 0 1 95 Description: Exterior door caulk Location: Unit 18 Comments: Is asbestos present? Yes. Analyzed: Yes Asbestos.% Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN 0TH NON 11 Black 0 0 0 0 0 0 0 0 0 0 0 0 100 Description: Exterior window glaze Location: Unit 18 Comments: Is asbestos present? No. Analyzed: Yes Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG I MNW CEL HAR SYN OTH NON 12 White 0 1 0 0 0 0 10 0 0 0 0 0 0 100 Description: Exterior window caulk, newer Location: Unit 18 Comments: Is asbestos present? No. Analyzed: Yes Page 2 of 5 ProScience Analytical Services, Inc. Client Name: Cardno ATC, Woburn Batch: B83915 #: N/A Date Sampled: N/A . ent Project #: N/A Date Received: 11/1/2012 Client Reference: Fountain Drive, N. Andover Date Analyzed: 11/2/2012 Method: EPA/600/R-93/116 Date of Report: 11/2/2012 Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBGMOW CEL HAR SYN OTH NON 13 Tan 10 0 0 0 0 0 0 0 0 0 0 90 Description: Door caulk Location: Under unit 28, boiler room Comments: Is asbestos present? Yes. Analyzed: Yes Asbestos ,% Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON 14 Tan 10 0 0 0 0 0 0 0 0 0 0 0 90 Description: Exterior door caulk Location: Unit 28 Comments: Is asbestos present? Yes. Analyzed: Yes Asbestos % Non -Asbestos % F- Sample ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON 15 1 Tan 10 0 0 0 1 0 0 1 0 0 0 0 0 0 90 Description: Exterior window caulk Location: Unit 28 omments: Is asbestos present? Yes. Analyzed: Yes Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR I SYN I OTH I NON 16 Gray 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1100 Description: Interior window gasket Location: Unit 32 Comments: Is asbestos present? No. Analyzed: Yes Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON 17 Gray 0 0 0 0 0 0 0 0 0 0 0 0 100 Description: Exterior window glaze Location: Unit 35 Comments: Is asbestos present? No. Analyzed: Yes Asbestos % ! ` Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON 18 Tan 2 0 0 0 0 0 0 0 0 0 0 0 98 Description: Exterior window caulk Location: Unit 35 Comments: Is asbestos present? Yes. Analyzed: Yes Page 3 of 5 ProScience Analytical Services, Inc. Client Name: Cardno ATC, Woburn Batch: B83915 PO #: N/A Date Sampled: N/A Client Project #: N/A Date Received: 11/1/2012 Client Reference: Fountain Drive, N. Andover Date Analyzed: 11/2/2012 Method: EPA/600/R-93/116 Date of Report: 11/2/2012 Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT TREANT FBG MNW CEL HAR SYN 0TH NON 19 Tan 5 0 0 0 0 0 0 0 0 0 0 0 95 Description: Exterior door caulk Location: Unit 35 Comments: Is asbestos present? Yes. Analyzed: Yes `Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON 20 White 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 100 Description: Exterior window caulk, newer Location: Unit 35 Comments: Is asbestos present? No. Analyzed: Yes Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON 21 Gray 10 0 0 0 0 1 0 0 0 0 0 0 0 1 90 Description: Exterior window caulk Location: Unit 43 Comments: Is asbestos present? Yes. Analyzed: Yes ` Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT I To ANT FBG MNW CEL HAR SYN 0TH NON 22 Tan 5 0 0 0 0 0 0 0 0 1 0 1 0 1 0 95 Description: Exterior door caulk Location: Unit 45 Comments: Is asbestos present? Yes. Analyzed: Yes Asbestos %Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN 0TH NON 23 Gray 0 0 0 0 0 0 0 0 1 0 0 0 0 100 Description: Interior window gasket Location: Unit 45 Comments: Is asbestos present? No. Analyzed: Yes Asbestos % Non -Asbestos % Sample ID Color CHR I AMO I CRO I ACT I TRE I ANT FBG I MNW I CEL I HAR I SYN OTH NON 24 White ::0—T 0 1 0 1 0 1 0 1 0 1 0 1 0 1 0 0 1 0 1 0 1 100 Description: Exterior window caulk, newer Location: Unit 47 Comments: Is asbestos present? No. Analyzed: Yes Page 4 of 5 ProScience Analytical Services, Inc. Client Name: Cardno ATC, Woburn Batch: B83915 1 #: N/A Date Sampled: N/A ,lent Project #: N/A Date Received: 11/1/2012 Client Reference: Fountain Drive, N. Andover Date Analyzed: 11/2/2012 Method: EPA/600/R-93/116 Date of Report: 11/2/2012 Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON 25 Tan 10 1 0 1 0 1 0 1 0 10 0 0 1 0 0 0 0 90 Description: Door caulk Location: Under unit 47, boiler room Comments: Is asbestos present? Yes. Analyzed: Yes Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG I MNW CEL HAR SYN OTH NON 26 Tan 5 0 0 0 0 1 0 0 0 0 0 0 0 95 Description: Exterior window caulk Location: Unit 51 Comments: Is asbestos present? Yes. Analyzed: Yes Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON 27 Tan 5 0 0 0 0 0 0 0 0 0 0 0 95 Description: Exterior door caulk Location: Unit 51 'omments: Is asbestos present? Yes. Analyzed: Yes Asbestos % Non -Asbestos % Sample ID Color CHR AMO CRO ACT TRE ANT FBG MNW CEL HAR SYN OTH NON 28 Black 0 0 0 0 0 0 0 0 0 0 0 0 100 Description: Interior window gasket Location: Unit 51 Comments: Is asbestos present? No. Analyzed: Yes Asbestos Codes: CHR =Chrysotile Ano{p Art site CRO Crocidolite ACT =Actinolite TRE = Tremolite ANT =Anthophyllite Non -Asbestos Codes: FBG =Fibe�gl5s `'=Mineral Wool CEL Cellulose HAR =Hair SYN=Synthetic OTH =Other NON = Non -Fibrous Minerals Note: To create a unique lab sample ( , u Bat ' # and the Sample ID (example: [Batch #J - [Sa ple iDJ). / All results are in percentage. 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Vl N 0 E 0 0 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 FINISH CARPENTRY PART1-GENERAL 1.1 RELATED DOCUMENTS Luna Design Group LDG Project Number: DNA12006a A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. Refer to Alternates section for pricing alternates for interior wood trim. 1.2 SUMMARY A. This Section includes the following: 1. Repair and replacement of painted interior and exterior door casing as necessary to restore finish carpentry components to their original condition after the installation of new windows and doors. 2. It is not the intent of these Contract Documents to replace the existing window and/or door casing as these existing components are to remain in place as part of the installation of the new storm doors and windows. However, if interior or exterior trim is damaged as a result of construction operations related to this contract and/or is deteriorated to the point that repair/replacement are necessary these specifications establish a standard to which the GC shall meet for this work. 3. For all casing that is damaged as a part of this contract, the General Contractor shall replace the casing at no additional cost to the Andover Housing Authority. 4. For all casing and/or wood trim that requires replacement due to its preexisting condition, the General Contractor shall provide new casing to the best visual match and finish. Refer to Division 1 Unit Pricing for cost per lineal foot of replacement trim 5. All other miscellaneous wood trim pieces as designated on the drawings. B. Related Sections include the following: 1. Division 1 — Unit Prices 2. Division 8 — Storm Doors 3. Division 8 — Vinyl Replacement Windows 4. Division 9 — "Painting" for priming, sealing, and finishing of finish carpentry. 5. Division 7 — "Joint Sealants for sealing of all joints at interior wood products scheduled for painting. Finish Carpentry 1 of 6 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 6. Division 12— Roll Window Shades 1.3 DEFINITIONS Luna Design Group LDG Project Number: DNA12006a A. Inspection agencies, and the abbreviations used to reference them, include the following: NELMA - Northeastern Lumber Manufacturers Association. 2. NHLA - National Hardwood Lumber Association. NLGA - National Lumber Grades Authority. 1.4 SUBMITTALS A. Product Data: For each type of process and factory -fabricated product. Include construction details, material descriptions, dimensions of individual components and profiles, textures, and colors. Include data for wood -preservative treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Indicate type of preservative used, net amount of preservative retained, and chemical treatment manufacturer's written instructions for handling, storing, installing, and finishing treated material. For products receiving a waterborne treatment, include statement that moisture content of treated materials was reduced to levels specified before shipment to Project site. B. Samples for Initial Selection: Color charts consisting of actual materials in small sections for paneling and trim for each type of material indicated. C. Samples for Verification: For each species and cut of lumber and panel products with nonfactory-applied finish, with 1/2 of exposed surface finished, 50 sq. in. for lumber and 8 by 10 inches panels. D. Research/Evaluation Reports: Showing that fire -retardant -treated wood complies with building code in effect for Project. 1.5 QUALITY ASSURANCE A. Installer Qualifications: A qualified installer. Finish Carpentry 2of6 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 B. Fire -Test -Response Characteristics: Where fire -retardant materials are indicated, provide materials with specified fire -test -response characteristics as determined by a testing and inspecting agency acceptable to authorities having jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting agency on surfaces of materials that will be concealed from view after installation. 1.6 DELIVERY, STORAGE, AND HANDLING A. Protect materials against weather and contact with damp or wet surfaces. Stack lumber, plywood, and other panels. Provide for air circulation within and around stacks and under temporary coverings. B. Deliver interior finish carpentry only when environmental conditions meet requirements specified for installation areas. If finish carpentry must be stored in other than installation areas, store only where environmental conditions meet requirements specified for installation areas. 1.7 PROJECT CONDITIONS A. Environmental Limitations: Do not deliver or install interior finish carpentry until building is enclosed and weatherproof, wet work in space is completed and nominally dry, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during the remainder of the construction period. B. Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit work to be performed according to manufacturer's written instructions and warranty requirements and at least one coat of specified finish to be applied without exposure to rain, snow, or dampness. 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, the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: Primed Hardboard Trim: Brockway Smith — "Brosco"- Design Standard — Interior Window Casing to match existing or approved equal meeting the requirements of Section Finish Carpentry 3 of 6 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 01.25.00 Or Equals Product Substitution Procedures. Assume 2-1/2" pine casing with "Clamshell" profile. b. Acceptable Equal Manufacturers: Horner Millwork, Forrester Millwork, or Anderson McQuaid. C. Provide matching painted pine sills and jamb extensions. Use of MDF is not acceptable. d. For exterior trim affected by storm door installation, match to best visual extent. 2.2 MATERIALS, GENERAL A. Lumber: DOC PS 20 and applicable grading rules of inspection agencies certified by the American Lumber Standards' Committee Board of Review. Factory mark each piece of lumber with grade stamp of inspection agency indicating grade, species, moisture content at time of surfacing, and mill. B. Softwood Plywood: DOC PS 1. C. Hardwood Plywood: HPVA HP -1 2.3 INTERIOR STANDING AND RUNNING TRIM A. Hardwood Lumber for Painted Trim: Painted pine — 6 to 8% moisture content. Profile as indicated on the drawings. Locations are as follows: 1. All interior and exterior door and window casing. 2. All window aprons. 3. All wood door casings. 4. All exterior casings shall be primed on all sides prior to installation. 2.4 MISCELLANEOUS MATERIALS A. Fasteners for Interior Finish Carpentry: Nails, screws, and other anchoring devices of type, size, material, and finish required for application indicated to provide secure attachment, concealed where possible. B. Paneling Adhesives: Comply with paneling manufacturer's written recommendations for adhesives. C. Glue: Aliphatic- or phenolic -resin wood glue recommended by manufacturer for general carpentry use. Finish Carpentry 4of6 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 D. Sealants: Comply with requirements in Division 7 Section "Joint Sealants" for materials required for sealing siding work. 2.5 FABRICATION A. Wood Moisture Content: Comply with requirements of specified inspection agencies and with manufacturer's written recommendations for moisture content of finish carpentry at relative humidity conditions existing during time of fabrication and in installation areas. B. Back out or kerf backs of the following members, except members with ends exposed in finished work: 1. Interior standing and running trim.. C. Ease edges of lumber less than 1 inch in nominal thickness to 1/16 -inch radius and edges of lumber 1 inch or more in nominal thickness to 1/8 -inch radius. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Clean substrates of projections and substances detrimental to application. When applying trim or moldings to existing plaster over masonry walls install nailing blocking using concealed masonry fasteners. Sink all heads. B. Before installing finish carpentry, condition materials to average prevailing humidity in installation areas for a minimum of 24 hours, unless longer conditioning is recommended by manufacturer. C. Prime lumber for exterior applications to be painted, including both faces and edges. Cut to required lengths and prime ends. Comply with requirements in Division 9 Section "Painting." 3.3 INSTALLATION, GENERAL A. Do not use materials that are unsound, warped, improperly treated or finished, inadequately seasoned, or too small to fabricate with proper jointing arrangements. Finish Carpentry 5of6 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 1. Do not use manufactured units with defective surfaces, sizes, or patterns. B. Install finish carpentry level, plumb, true, and aligned with adjacent materials. Use concealed shims where necessary for alignment. Scribe and cut finish carpentry to fit adjoining work. Refinish and seal cuts as recommended by manufacturer. Countersink fasteners, fill surface flush, and sand where face fastening is unavoidable. 3. Install to tolerance of 1/8 inch in 96 inches for level and plumb. Install adjoining finish carpentry with1/32 -inch maximum offset for flush 4. Coordinate finish carpentry with materials and systems in or adjacent to it. Provide cutouts for mechanical and electrical items that penetrate finish carpentry. 3.4 STANDING AND RUNNING TRIM INSTALLATION A. Install with minimum number of joints practical, using full-length pieces from maximum lengths of lumber available. Do not use pieces less than 24 inches long, except where necessary. Stagger joints in adjacent and related standing and running trim. Cope at returns and miter at corners to produce tight -fitting joints with full -surface contact throughout length of joint. Use scarf joints for end-to-end joints. Plane backs of casings to provide uniform thickness across joints, where necessary for alignment. Match color and grain pattern across joints. Drill pilot holes in hardwood before fastening to prevent splitting. Fasten to prevent movement or warping. Countersink fastener heads on exposed carpentry work and fill holes. 3.5 ADJUSTING A. Replace finished carpentry that is damaged or does not comply with requirements. Finish carpentry may be repaired or refinished if work complies with requirements and shows no evidence of repair or refinishing. Adjust joinery for uniform appearance. 3.6 CLEANING A. Clean finish carpentry on exposed and semi -exposed surfaces. Touch up factory - applied finishes to restore damaged or soiled areas. END OF SECTION 06.20.00 Finish Carpentry 6of6 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 SECTION 07.92.13 ELASTOMERIC JOINT SEALANTS PART1-GENERAL 1.1 GENERAL PROVISIONS A. Attention is directed to the CONTRACT AND GENERAL CONDITIONS and all Sections within DIVISION 01 - GENERAL REQUIREMENTS which are hereby made a part of this Section of the Specifications. 1.2 DESCRIPTION OF WORK A. Work Included: Provide labor, materials and equipment necessary to complete the work of this Section, including but not limited to the following: 1. Joint sealants and fillers at new window and door installations. B. This Section includes joint sealants for the applications specified with the products in this Section and as indicated on the Drawings. C. Alternates: Not Applicable. D. Items To Be Installed Only: Not Applicable. E. Items To Be Furnished Only: Not Applicable. F. Related Work: The following items are not included in this Section and will be performed under the designated Sections: 1. Section 0816414 — STORM DOORS 2. Section 085414 — EXTERIOR FIBERGLASS DOORS 3. Section 08560 - VINYL REPLACEMENT WINDOWS for new windows. 1.3 PERFORMANCE REQUIREMENTS A. Provide joint sealants for interior and exterior applications that establish and maintain airtight and water-resistant continuous joint seals without staining or deteriorating joint substrates or adjacent materials. Elastomeric Joint Sealants 1 of 7 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 1.4 SUBMITTALS A. Product Data: For each joint -sealant product indicated. B. Sealant Colors: For each exposed to view sealant type, submit all available, manufacturer color samples, (actual sealant beads), for review and selection. C. Preconstruction Field Test Reports: Indicate which sealants and joint preparation methods resulted in optimum adhesion to joint substrates based on preconstruction testing specified in "Quality Assurance" Article. D. Field Test Report Log: For each elastomeric sealant application. E. Manufacturers' product data for interior and exterior sealants, including printed statement of VOC content. F. Product Test Reports: Based on comprehensive testing of product formulations performed by a qualified testing agency, indicating that sealants comply with requirements. G. Warranties: Manufacturer warranties as specified. 1.5 QUALITY ASSURANCE A. Source Limitations: Obtain each type of joint sealant through one source from a single manufacturer. B. Preconstruction Field -Adhesion Testing: Before installing elastomeric sealants, field test their adhesion to Project joint substrates as follows: 1. Locate test joints where indicated on Project or, if not indicated, as directed by Designer. 2. Conduct field tests for each application indicated below: a. Each type of elastomeric sealant and joint substrate indicated. b. Each type of nonelastomeric sealant and joint substrate indicated. 3. Notify Designer seven days in advance of dates and times when test joints will be erected. a. Test Method: Test joint sealants according to Method A, Field -Applied Sealant Joint Hand Pull Tab, in Appendix X1 in ASTM C 1193. 1) For joints with dissimilar substrates, verify adhesion to each substrate separately; extend cut along one side, verifying adhesion to opposite side. Repeat procedure for opposite side. 4. Report whether sealant in joint connected to pulled -out portion failed to adhere to joint substrates or tore cohesively. Include data on pull distance used to test Elastomeric Joint Sealants 2 of 7 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 each type of product and joint substrate. For sealants that fail adhesively, retest until satisfactory adhesion is obtained. 5. Evaluation of Preconstruction Field -Adhesion -Test Results: Sealants not evidencing adhesive failure from testing, in absence of other indications of noncompliance with requirements, will be considered satisfactory. Do not use sealants that fail to adhere to joint substrates during testing. C. Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 01. 1.6 PROJECT CONDITIONS A. Do not proceed with installation of joint sealants under the following conditions: 1. When Preconstruction Field -Adhesion Testing has not been completed. 2. When ambient and substrate temperature conditions are outside limits permitted by joint -sealant manufacturer or are below 40 deg F. 3. When joint substrates are wet. 4. When backerrod materials are not in place. 5. Where joint widths are less than those allowed by joint -sealant manufacturer for applications indicated. 6. Contaminants capable of interfering with adhesion have not yet been removed from joint substrates. 1.7 WARRANTY A. Special Installer's Warranty: Installer's standard form in which Installer agrees to repair or replace elastomeric joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. Warranty Period: Two years from date of Substantial Completion. B. Special Manufacturer's Warranty: Manufacturer's standard form in which elastomeric sealant manufacturer agrees to furnish elastomeric joint sealants to repair or replace those that do not comply with performance and other requirements specified in this Section within specified warranty period. 1. Warranty Period: Five years from date of Substantial Completion. C. Special warranties specified in this Article exclude deterioration or failure of elastomeric joint sealants from the following: 1. Movement of the structure resulting in stresses on the sealant exceeding sealant manufacturer's written specifications for sealant elongation and compression caused by structural settlement or errors attributable to design or construction. 2. Disintegration of joint substrates from natural causes exceeding design specifications. 3. Mechanical damage caused by individuals, tools, or other outside agents. Elastomeric Joint Sealants 3of7 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 4. Changes in sealant appearance caused by accumulation of dirt or other atmospheric contaminants. PART2-PRODUCTS 2.1 MATERIALS, GENERAL A. Compatibility: Provide joint sealants, backings, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer, based on testing and field experience. B. VOC Content of Interior Sealants: Provide interior sealants and sealant primers that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24): 1. Sealants: 250 g/L. 2. Sealant Primers for Nonporous Substrates: 250 g/L. 3. Sealant Primers for Porous Substrates: 775 g/L. 2.2 JOINT SEALANTS A. Elastomeric Sealants: Comply with ASTM C 920 and other requirements indicated for each liquid -applied chemically curing sealant specified, including those referencing ASTM C 920 classifications for type, grade, class, and uses related to exposure and joint substrates. B. Stain -Test -Response Characteristics: Elastomeric sealants shall be nonstaining to porous substrates. Provide products that have undergone testing according to ASTM C 1248 and have not stained porous joint substrates indicated for Project. C. Latex Sealant: Provide ASTM C 834, single component, paintable, non -sag non- bleeding, non -staining sealant at interior locations. D. Silicone Sealant: Provide ASTM C 920, single component Class 100/50, non -sag, non-bleeding, non -staining sealant at exterior locations. Color as selected by Designer from manufacturer's standard product colors. 2.3 JOINT -SEALANT BACKING A. General: Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. Elastomeric Joint Sealants 4of7 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 B. Elastomeric Tubing Sealant Backings: Neoprene, butyl, EPDM, or silicone tubing complying with ASTM D 1056, nonabsorbent to water and gas, and capable of remaining resilient at temperatures down to minus 26 deg F. Provide products with low compression set and of size and shape to provide a secondary seal, to control sealant depth, and to otherwise contribute to optimum sealant performance. 2.4 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, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any way, and formulated to promote optimum adhesion of sealants to joint substrates. C. Masking Tape: Nonstaining, nonabsorbent material compatible with joint sealants and surfaces adjacent to joints. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances, and other conditions affecting joint -sealant performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint -sealant manufacturer's written instructions and the following requirements: 1. Remove all foreign material from joint substrates that could interfere with adhesion of joint sealant, including dust, paints (except for permanent, protective coatings tested and approved for sealant adhesion and compatibility by sealant manufacturer), old joint sealants, oil, grease, waterproofing, water repellents, water, surface dirt, and frost. 2. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning, mechanical abrading, or a combination of these methods to produce a clean, sound substrate capable of developing optimum bond with joint sealants. Remove loose particles remaining after cleaning operations above by vacuuming Elastomeric Joint Sealants 5 of 7 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 or blowing out joints with oil -free compressed air. Porous joint substrates include concrete, masonry and unglazed surfaces of ceramic tile. 3. Clean nonporous surfaces with chemical cleaners or other means that do not stain, harm substrates, or leave residues capable of interfering with adhesion of joint sealants. Nonporous joint substrates include the following metal, glass, porcelain enamel and glazed surfaces of ceramic tile. B. Joint Priming: Prime joint substrates, where recommended in writing by joint -sealant manufacturer, based on 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 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. 3.3 INSTALLATION OF JOINT SEALANTS A. General: Comply with joint -sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. B. Sealant Installation Standard: Comply with recommendations in ASTM C 1193 for use of joint sealants as applicable to materials, applications, and conditions indicated. C. Install sealant backings of type 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. D. Install bond -breaker tape behind sealants where sealant backings are not used between sealants and backs of joints. E. 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. F. Tooling of Nonsag Sealants: Immediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified below to form Elastomeric Joint Sealants 6of7 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 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 configuration per Figure 5A in ASTM C 1193, unless otherwise indicated. 3.4 CLEANING A. 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. 3.5 PROTECTION A. Protect joint sealants during and after curing period from contact with contaminating substances and from damage resulting from construction operations or other causes so sealants are without deterioration or damage at time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated joint sealants immediately so installations with repaired areas are indistinguishable from original work. END OF SECTION 07.92.13 Elastomeric Joint Sealants 7of7 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 SECTION 08.11.66.23 ALUMINUM STORM DOORS PART 1 -GENERAL 1.1 RELATED DOCUMENTS Luna Design Group LDG Project Number: DNA12006a A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Work includes: Operable Aluminum or Fiberglass Storm Doors at new exterior door locations. B. Alternates: Not Applicable. C. Items To Be Installed Only: Not Applicable. D. Items To Be Furnished Only: Not Applicable. E. Related Work: The following items are not included in this Section and will be per- formed under the designated Sections or as indicated on Drawings: 1. Section 015000 - TEMPORARY FACILITIES AND CONTROLS: a. Maintenance of access, cleaning during construction, dust and noise control. 2. Section 024100 - SELECTIVE DEMOLITION: a. Removal of existing doors and windows. 3. Section 06200- FINISH CARPENTRY — For repairs of existing finish work af- fected by the installation of new storm doors 4. Section 079200 — JOINT SEALANTS: a. Sealants and backerrods for window and door installations. 1.3 DEFINITIONS A. American Architectural Manufacturers Association (AAMA): 1. AAMA 502 - Voluntary Specification for Field Testing of Windows and Sliding Doors. Storm Doors 1 of 6 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 2. AAMA 613 - Voluntary Performance Requirements and Test Procedures for Organic Coatings on Plastic Profiles. B. American Society for Testing and Materials (ASTM): 1. ASTM C 1036 - Flat Glass. 2. ASTM C 1048 - Heat -Treated Flat Glass --Kind HS, Kind FT Coated and Uncoated Glass. 3. ASTM D 3656 - Insect Screening and Louver Cloth Woven from Vinyl -Coated Glass Yarns. 4. ASTM E 283 - Rate of Air Leakage Through Exterior Windows, Curtain Walls and Doors Under Specified Pressure Difference Across the Specimen. 5. ASTM E 547 - Water Penetration of Exterior Windows, Curtain Walls and Doors by Cyclic Static Air Pressure Differential.. C. Screen Manufacturers Association (SMA): 1 SMA 1201 - Specifications for Insect Screens for Windows, Sliding Doors and Swinging Doors D. Window and Door Manufacturers Association (WDMA): 1. ANSI/AAMA/NWWDA 101/I.S.2 - Voluntary Specifications for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors. 1.4 SUBMITTALS A. Product Data: Include construction details, material descriptions, fabrication methods, dimensions of individual components and profiles, hardware, finishes, and operating instructions for door specified. B. Warranty: Manufacturer's warranty specified in this Section. 1.5 QUALITY ASSURANCE A. Installer Qualifications: An installer acceptable to manufacturer for installation of units required for this Project. B. Source Limitations: Obtain doors through one source from a single manufacturer. C. Preconstruction Conference: Prior to start of storm door work, meet with the Designer and North Andover Housing Authority Project Manager at the site to observe an existing door opening to confirm existing conditions. Review requirements and all aspects of the new door installations. D. Energy Standard: Provide Energy Star qualified units. E. Glazing Standard: Comply with published recommendations of glass manufacturers and with GANA's "Glazing Manual" unless more stringent requirements are indicated. Storm Doors 2of6 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 1.6 PROJECT CONDITIONS Luna Design Group LDG Project Number: DNA12006a A. Field Measurements: Verify door openings by field measurements before fabrication. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish opening dimensions and proceed with fabricating units without field measurements. 1.7 WARRANTY A. Manufacturer's Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace window and door units that fail in materials or workmanship within specified warranty period. Failures include, but are not limited to, the following: a. Failure to meet performance requirements. b. Structural failures including excessive deflection, water leakage, air infiltration, or condensation. C. Faulty operation of movable sash and hardware. d. Deterioration of materials, and finishes beyond normal weathering. e. Failure of glass. Warranty Period: f. Doors: 10 years from date of Substantial Completion. g. Glazing: 10 years from date of Substantial Completion. PART2-PRODUCTS 2.1 MANUFACTURERS A. GENERAL: 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. 902 Series Storm Door with self storing screen and storm window panel as manufactured by Harvey Building Products Newell - White B. Anderson MaxxView Doors Storm Door with self storing retractable insect screen - White C. Larson Classic Series — 340-23 Self Storing Twin Lite - White D. Or approved equal meeting the requirements of Section 01.25.00 Or Equals Product Substitution Procedures. Any approved equal door must meet the specific requirements of the design specifications listed below: Storm Doors 3of6 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 B. MATERIALS Luna Design Group LDG Project Number: DNA12006a 1. Furnish aluminum storm or screen doors complete with hardware and related compo- nents for complete installation of the door. 2. Extruded aluminum members shall be 6063-T6 alloy and temper. 3. Corner gusset shall be extruded aluminum with a minimum wall thickness of .080" 4. All fasteners shall be non -corrosive materials compatible with aluminum. 5. Doorframe members shall be extruded aluminum with a minimum wall thickness of .050" and with a minimum wall of .062" on the wall the hinges attach to. 6. Hinges shall be extruded aluminum made of 6063-T6 alloy and temper with self- lubricating nylon bushings and a plated steel pin. 7. Glass and screen insert frame shall be extruded aluminum with a minimum wall thick- ness of .050". 8. Glass glazing boot shall be extruded exterior grade flexible PVC. 9. Insert hardware shall be a high quality zinc casting. 9. Insert corner keys and tilt keys shall be a high quality zinc casting 10. Weather-stripping shall be of wool pile. 11. Screens shall be 18x16 mesh fiberglass 12. Glass shall be 1/8" tempered safety glass. 13. The mullions shall be extruded aluminum and have a minimum wall thickness of .050" 14. The Z -bar shall be extruded aluminum with a minimum wall thickness of .050" and pro- vides a cover up for the installation screws. 15. The Sill expander shall be extruded aluminum with a minimum wall thickness of .050". Expander shall have a minimum of two tracks to accept weather seal sweep and must provide a minimum of 1" adjustment to align with the threshold 16. Doorframe members shall be insulated with an insert of rigid foam insulation. 17. Kick plate panels shall consist of two .016" thick aluminum alloy sheets, bonded to each side of a 3/16" polyethylene core. 18. Extruded vinyl profiles shall be an exterior grade PVC. C. CONSTRUCTION: 1. Doorframe corner joints shall be mitered and fastened together with a corner gusset and 4 - #10 sheet metal screws. 2. The mullions shall be anchored to the door stiles with 2 - # 6 sheet metal screws at each end. Storm Doors 4of6 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 3. Hinges shall be a three part hinge, with the 1 - 2 3/" center hinge leaf interlocking into the edge of the door and held in place with 2 - # 1- sheet metal screws and 2 —1" wide leaf snapped into the Z -bar frame. 4. There shall be a minimum of 4 hinges installed on the hinge side Z -bar 5. Weather-stripping shall be fitted to the grooves in the face of the Z -bar doorstops. 6. Z -bar jambs to be sent long for field cut to fit. Z -bar header shall be cut to length and tooled to fit the opening and jamb Z -bars. 7. The glass and screen inserts shall be mitered and be mechanically secured by staking into the corner keys. 8. Glass shall be secured in the insert frame using a wrap around marine glazing system. 9. Glass insert frames shall be weather-stripped 10. Self -Storing style doors, the glass and screen inserts shall be attached to the door stiles with tilt keys and latches by means of sliding into a track locate on each stile 11. Self -Storing style doors, the operating insert shall slide up and down on its own track to provide various degrees of ventilation. 12. The kick plate shall be glazed into the doorframe with closed cell foam tape on the exte- rior side and snap -in vinyl glazing retainer on the interior side. 13. The sill expander shall be attached to the bottom of the door with 2 - #6 Phillips drive sheet metal screw. D. FINISH: 1. Doors shall be painted using electrostatically applied polyester bake enamel. Color White EXECUTION K�i��I• r � •�iL�LJ A. Examine openings, substrates, structural support, anchorage, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work. Verify rough opening dimensions, levelness of threshold, and operational clearances. Examine other built-in components to ensure a coordinated, weathertight storm door installation. Proceed with installation only after unsatisfactory conditions have been corrected. Storm Doors 5of6 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 3.2 INSTALLATION Luna Design Group LDG Project Number: DNA12006a A. Comply with Drawings, approved Shop Drawings, and manufacturer's written and graphic instructions for installing storm doors, hardware, accessories, and other components. B. Install storm doors level, plumb, square, true to line, without distortion or impediment of thermal movement, moisture weeping, and anchored securely in place to structural support, and in proper relation to exterior door frames and other adjacent construction. C. Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action at points of contact with other materials. 3.3 ADJUSTING, CLEANING, AND PROTECTION A. Adjust operating sashes, ventilators, doors, screens, hardware, and accessories for a tight fit at contact points and weather stripping for smooth operation and weathertight closure. Lubricate hardware and moving parts. B. Clean exposed surfaces immediately after installing storm doors. Avoid damaging protective coatings and finishes. Remove excess sealants, glazing materials, dirt, and other substances. C. Clean factory -glazed glass immediately after installing storrrdoors . Comply with manufacturer's written recommendations for final cleaning and maintenance. Remove nonpermanent labels, and clean surfaces. D. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during construction period. E. Protect surfaces from contact with contaminating substances resulting from construction operations. In addition, monitor window surfaces adjacent to and below exterior concrete and masonry surfaces during construction for presence of dirt, scum, alkaline deposits, stains, or other contaminants. If contaminating substances do contact surfaces, remove contaminants immediately according to manufacturer's written recommendations. END OF SECTION 08.11.66.23 Storm Doors 6 of 6 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 SECTION 08.16.13 FIBERGLASS DOORS PART 1 - GENERAL 1.1 RELATB DOCUMENTS Luna Design Group LDG Project Number: DNA12006a A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Work includes: 1. Pultruded fiberglass entry door systems. 2. Factory installed metal louver 3. Door Hardware. 4. Door Thresholds B. Alternates: Not Applicable. C. Items To Be Installed Only: Not Applicable. D. Items To Be Furnished Only: Not Applicable. E. Related Work: The following items are not included in this Section and will be per- formed under the designated Sections or as indicated on Drawings: 1. Section 015000 - TEMPORARY FACILITIES AND CONTROLS: a. Maintenance of access, cleaning during construction, dust and noise control. 2. Section 024100 — SELECTIVE DEMOLITION: a. Removal of existing doors 3. Section 079200 — JOINT SEALANTS: a. Sealants and backerrods for window and door installations. 4. Section 081614 — Storm Doors: a. New storm doors at new fiberglass door openings. 5. Section 099000 — PAINTING for painting at exterior doors and door frames. 1.3 DEFINITIONS A. American Architectural Manufacturers Association (AAMA): Fiberglass Doors 1 of 6 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 1. AAMA 502 - Voluntary Specification for Field Testing of Windows and Sliding Doors. 2. AAMA 613 - Voluntary Performance Requirements and Test Procedures for Organic Coatings on Plastic Profiles. B. American Society for Testing and Materials (ASTM): ASTM C 1036 - Flat Glass. ASTM C 1048 - Heat -Treated Flat Glass --Kind HS, Kind FT Coated and Uncoated Glass. 3. ASTM D 3656 - Insect Screening and Louver Cloth Woven from Vinyl -Coated Glass Yarns. 4. ASTM E 283 - Rate of Air Leakage Through Exterior Windows, Curtain Walls and Doors Under Specified Pressure Difference Across the Specimen. 5. ASTM E 547 - Water Penetration of Exterior Windows, Curtain Walls and Doors by Cyclic Static Air Pressure Differential.. 1.4 PERFORMANCE REQUIREMENTS A. General: Provide fiberglass composite units capable of complying with performance requirements indicated, based on testing manufacturer's doors that are representative of those specified, and that are of test size indicated below: 1. Units shall meet Rating specifications in accordance with ANSI/AAMA/NWWDA 101/I.S.2. 2. Air Leakage, ASTM E 283: Window air leakage when tested at 1.57 psf (25 mph) shall be 0.25 cfm/ft2 of frame or less. 3. Water Penetration, ASTM E 547: No water penetration through window when tested under static pressure of 4.5 psf (42 mph) after 4 cycles of 5 minutes each, with water being applied at a rate of 8 gallons per hour per square foot. 1.5 SUBMITTALS A. Product Data: Include construction details, material descriptions, fabrication methods, dimensions of individual components and profiles, hardware, finishes, and operating instructions for each type of fiberglass door indicated. B. Dimensionally Field Verified Shop Drawings: Include dimensionally field verified plans & elevations, and typical sections, details, hardware, attachments to other work, operational clearances, installation details, and the following: 1. Mullion details, including reinforcement and stiffeners. 2. Joinery details. 3. Expansion provisions. 4. Flashing and drainage details. 5. Weather-stripping details. 6. Glazing details. C. Warranty: Special warranty specified in this Section. Fiberglass Doors 2of6 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 1.6 QUALITY ASSURANCE A. Installer Qualifications: An installer acceptable to fiberglass manufacturer for installation of units required for this Project. B. Source Limitations: Obtain fiberglass doors through one source from a single manufacturer. Obtain fiberglass doors through one source from a single manufacturer. C. Preconstruction Conference: Prior to start of door work, meet with the Designer and NAHA Project Manager at the site to observe an existing rough door opening to confirm existing conditions. Review flashing requirements and all other aspects of the new door installations. D. Energy Standard: Provide Energy Star qualified widow and door units. E. Glazing Standard: Comply with published recommendations of glass manufacturers and with GANA's "Glazing Manual" unless more stringent requirements are indicated. 1.7 PROJECT CONDITIONS A. Field Measurements: Verify door openings by field measurements before fabrication and indicate measurements on Shop Drawings. 1. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish opening dimensions and proceed with fabricating units without field measurements. 1.8 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace door units that fail in materials or workmanship within specified warranty period. 1. Failures include, but are not limited to, the following: a. Failure to meet performance requirements. b. Structural failures including excessive deflection, water leakage, air infiltration, or condensation. C. Faulty operation of movable sash and hardware. d. Deterioration of fiberglass, other materials, and finishes beyond normal weathering. e. Failure of insulating glass. 2. Warranty Period: a. Doors: 10 years from date of Substantial Completion. Fiberglass Doors 3 of 6 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 PART 2 - PRODUCTS 2.1 MANUFACTURERS Luna Design Group LDG Project Number: DNA12006a A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: B. Exterior Doors: Subject to compliance requirements, provide either of the following manufacturer's or approved equal: 1. Therma Tru "Smooth Star" fiberglass entry doors with factor installed louver vent. 2. Fortress OLD "SF50 Smooth Fiberglass with factory installed louver vent. 3. Plastpro Smoothskin Series Fiberglass Door with factory installed louver vent. 4. All door shall meet the minimum specification requirements listed below: A. Doors panel face shall be manufactured from a fiberglass -reinforced thermoset composite compound that must be painted. A 2-3/8" wide wood lockblock shall be incorporated to provide structural integrity. The door shall be field trimmable in width up to 1/4" and in length by 1/2". Trimming shall be performed in strict accor- dance with manufacturer's instructions. B. Door frames shall be constructed poly -fiber doorframe system. C. Factory -assembled door and frame units with factory installed louver vent. D. Style: Flush % Lite. E. Height: 6'-8" Nominal. VIF.- Door to fit existing rough opening. F. Hinging: Manufacturer's standard hinges, hinged as indicated on drawings. G. Prep: Double bored for lockset and deadbolt. H. Factory Installed Louver: Galvanized metal frame and louver. Size: 21" x 15" (actual) louver (315 sq. in.) with 1-1/2" frame. Pre -finished aluminum will also be considered acceptable. I. Threshold: manufacturer's standard metal threshold, sloped toward exterior. C. Door Hardware: Provide at each new exterior door: Schlage, Sargent, Best or approved equal. To establish a performance design specification standard, the hardware hall meet these requirements : i. Keyed Lever Handled Lockset: Schlage AL Series Juniper lever handle, 605 bright brass finish, ANSI A156.2 1996, Series 4000 or approved equal. Fiberglass Doors 4 of 6 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 ii. Dead Bolt Lock: Schlage B-60 Series, 605 bright brass finish, ANSI Grade 1, or approved equal. iii. Provide master keying as required by North Andover Housing Authority. Provide (3) keys for each lock. 2.3 INSTALLATION ACCESSORIES A. Flashing: Provide sill pan and jamb/head flashing as indicated on drawings. If there is ex- isting flashing and if the Designer determines that it is serviceable, the existing flashing components may be used and/or incorporated into the finished installations. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine openings, substrates, structural support, anchorage, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work. Verify rough opening dimensions, levelness of sill plate, and operational clearances. Examine wall flashings, vapor retarders, water and weather barriers, and other built-in components to ensure a coordinated, weathertight door installation. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. GENERAL 1. Comply with Drawings, approved Shop Drawings, and manufacturer's written and graphic instructions for installing windows, doors, hardware, accessories, and other components. 2. Install doors level, plumb, square, true to line, without distortion or impediment of thermal movement, moisture weeping, and anchored securely in place to structural support, and in proper relation to wall flashing and other adjacent construction. 3. Set sill members in bed of sealant or with gaskets, as indicated, for weathertight construction. 4. Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action at points of contact with other materials. Fiberglass Doors 5of6 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 B. ADJUSTING CLEANING AND PROTECTION 1. Adjust operating sashes, ventilators, doors, screens, hardware, and accessories for a tight fit at contact points and weather stripping for smooth operation and weathertight closure. Lubricate hardware and moving parts. 2. Clean exposed surfaces immediately after installing doors. Avoid damaging protective coatings and finishes. Remove excess sealants, glazing materials, dirt, and other substances. 3. Clean factory -glazed glass immediately after installing doors. Comply with manufacturer's written recommendations for final cleaning and maintenance. Remove nonpermanent labels, and clean surfaces. 4. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during construction period. a. Protect surfaces from contact with contaminating substances resulting from construction operations. If contaminating substances do contact surfaces, remove contaminants immediately according to manufacturer's written recommendations. b. Do not distribute keys to residents. Distribute all keys to the NAHA Project Manager. END OF SECTION 08.16.13 Fiberglass Doors 6of6 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 SECTION 08.53.13 VINYL WINDOWS PART 1 GENERAL 1.1 SECTION INCLUDES A. Vinyl Replacement Windows. 1.2 RELATED SECTIONS A. Division 1 Inclusive B. Section 06200: Finish Carpentry. C. Section 07900 - Sealants 1.3 REFERENCES Luna Design Group LDG Project Number: DNA12006a A. ANSI/AAMA/NWWDA 101/I.S.2; 97 and current A-440-05 - Voluntary Specification for Aluminum, Vinyl (PVC) and Wood Windows and Glass Doors with revisions contained in "reprinting" of 12/99. B. AAMA 701/702 - Combined Voluntary Specifications for Pile Weather strip and Replaceable Fenestration Weather seals. C. AAMA 902 - Voluntary Specification for Sash Balances. D. ASTM E 283 - Standard Test Method for Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls and Doors Under Specified Pressure Differences Across the Specimen. E. ASTM E 330 - Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls and Doors by Uniform Static Air Pressure Difference. F. ASTM E 547 - Standard Test Method for Water Penetration of Exterior Windows, Skylights, Doors and Curtain Walls by Cyclic Static Air Pressure Difference. G. ASTM E 1886 - Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials. H. ASTM E 1996 - Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors and Impact Protective Systems Impacted by Windborne Debris in Hurricanes. I. ASTM E 2190 - Standard Specification for the Classification of the Durability of Sealed Insulating Glass Units. J. ASTM F 588 - Standard Test Methods for Measuring the Forced Entry Resistance of Window Assemblies, Excluding Glazing Impact. K. NFRC 100/200 — Procedure for Determining Fenestration Product U -Factors and Solar Heat Gain. Vinyl Windows 1 of 4 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 1.4 SUBMITTALS A. Submit under provisions of Section 01300. Luna Design Group LDG Project Number: DNA12006a B. Submit the following documents for each type of window. 1. Manufacturer's technical data, product descriptions and installation guides. 2. Elevation for each style window specified indicating its size, glazing type, muntin type and design. 3. Manufacturer's head, jamb and sill details for each window type specified. C. Selection Samples: For each finish product specified, a complete set of Color chips representing manufacturer's full range of available Colors. D. Verification Samples: Provide operating units of each style window specified. 1. Verification samples may be operating scaled-down mock-ups of actual -size units. 2. Operating hardware such as balances, sash locks and weather-stripping. 3. Verification samples will be returned to manufacturer's representative at project closeout. E. Test Reports: Submit certified independent testing agency reports indicating window units meet or exceed specified performance requirements. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: Minimum ten (10) years producing vinyl (PVC) windows. B. Installer Qualifications: Utilize an installer having demonstrated experience on projects of similar size. C. Source Limitations: Obtain window units from one manufacturer through a single source. D. Provide window units independently tested and found to be in compliance with ANSI/AAMA/NWWDA 101/I.S.2-97 and current A440-05 performance standards listed above. E. Code Compliance: Provide windows that are labeled in compliance with the jurisdiction having authority over the project. F. Mock -Up: Provide a mock-up for evaluation of surface preparation techniques and application workmanship. 1. Finish areas designated by Architect. 2. Do not proceed with remaining work until workmanship and color are approved by Architect. 3. Refinish mock-up area as required to produce acceptable work. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver windows to project site in undamaged condition; handle windows to prevent damage to components and to finishes. Store products in manufacturer's unopened packaging, out of direct sunlight or high temperature locations, until ready for installation. Vinyl Windows 2 of 4 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 1.7 PROJECT CONDITIONS A. Maintain environmental conditions (temperature, humidity and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits. 1.8 WARRANTY A. Submit manufacturer's standard warranty against defects in workmanship and materials. 1. Limited Lifetime Limited Transferable warranty on extruded solid vinyl member and component parts. Insulated glass is warranted against material obstruction of transparency resulting from film formation or dust collection on the interior glass surfaces for a period of twenty (20) years. Consult warranty for complete details. 2. The warranty period for commercial project work such as apartments, housing authorities and other buildings not used by individual homeowners is 10 years, covering all vinyl, glass and component parts. Consult warranty for complete details. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Proprietary Specification. The North Andover Housing Authority has voted to have the Contractor provide the proprietary product in this section. No substitution will be accepted. The proprietary window manufacturer shall be: Harvey Building Products. Harvey Building Products are located at: 1400 Main St.; Waltham, MA 02451-9180; Toll Free Tel: 800-598-5400; Tel: 781-398-7800; Fax: 781-398-7749; Email: request info (architects(@harveybp.com); Web: www.harvevbp.com Product line: Replacement Classic Double Hung. 1. Or approved equal. All approved equal products must meet in full the following design criteria: 2.2 REPLACEMENT DOUBLE HUNG WINDOWS A. Construction: 1. Nominal 0.070 inch (1.8mm) frame thickness polyvinyl chloride (PVC) with miter cut and fusion welded corners. Sash shall be a nominal 0.065 inch (1.7mm) thickness with fusion welded corners. 2. Color: White. 3. Glazing: Insulated glass units secured to sash frame using a sealant and dual durometer glazing bead. Complies with ASTM E 2190. 4. Sash Balances: Factory calibrated block and tackle, complying with AAMA- 902. Balance cords shall be anchored to locking terminal housings when the sash is tilted in. The locking terminal and pivot bar system shall provide accurate alignment of the sash and the frame during operation. 5. Sash Locks: Cam type locks anchored with screws driven through the sash rail and into an extruded aluminum reinforcing bar. Double locks where openings exceed 30 1/4 inches (768mm) wide. 6. Weather Stripping: In compliance with AAMA 701.2. 7. Screens: Extruded aluminum half screen with 18 x 16 charcoal finished fiberglass mesh. Vinyl Windows 3 of 4 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 B. Performance: 1. Structural rating H -R 40 (DP40) - Test Size: 44 inches x 60 inches (1118mm x 1524mm) in accordance with ANSI/AAMA/NWWDA 101/I.S.2. 2. Sound Transmission Class (STC): 28 and 35. 3. Forced Entry: Type B, Grade 10 in accordance with ASTM F 588. 4. Thermal Transmittance: The following values are in accordance with NFRC 100 and NFRC 200. a. Low-E/Argon: U -Factor - 0.30 / R -Value - 3.33 / SHGC - 0.30 / VT 0.55. PART 3 EXECUTION 3.1 EXAMINATION A. Verify rough opening size is of sufficient size to receive window unit and complies with manufacturer's requirements for opening clearances. B. Verify that sill plate is level. C. Notify Architect of unacceptable conditions before proceeding with installation. 3.2 INSTALLATION A. Install window unit in accordance with manufacturer's printed instructions. B. Apply sealant around perimeter of window unit between nail fin and exterior sheathing of wall. Refer to Division 7 Section "Joint Sealants". C. Install window unit level and plumb. Center window unit in opening and secure window unit by nailing through nail fin and screw through jambs as indicated in manufacturer's instructions. D. Flash window in accordance with AAMA's "Standard Practice for Installation of Windows with a Mounting Flange in Stud Frame Construction". E. Insulate between window frame and rough opening with insulation. Refer to Division 7 Section "Building Insulation". 3.3 ADJUSTING A. Adjust units for smooth operation without binding or racking. B. Adjust sash locks and screens for smooth operation. 3.4 CLEANING A. Clean soiled surfaces and glass prior to substantial completion. 3.5 PROTECTION A. Protect window unit from damage until substantial completion. Repair or replace damaged units. END OF SECTION 08.53.13 Vinyl Windows 4 of 4 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 196033 SECTION 09.91.00 PAINTING PART 1 -GENERAL 1.1 GENERAL PROVISIONS Luna Design Group LDG Project Number: DNA12006a A. Attention is directed to the CONTRACT AND GENERAL CONDITIONS and all Sections within DIVISION 01 - GENERAL REQUIREMENTS which are hereby made a part of this Section of the Specifications. 1.2 DESCRIPTION OF WORK A. Work Included: Provide labor, materials and equipment necessary to complete the work of this Section, including but not limited to the following: 1. Touch up paint all interior and exterior trim 2. Field painting of on both interior and exterior sides of new boiler room doors and frames. 3. Written confirmation of existing painted coatings for compatibility and matching, prior to start of work. 4. Preparation and painting of all existing steel lintels at each window and door opening. B. Alternates: Not Applicable. C. Items To Be Installed Only: Not Applicable. D. Items To Be Furnished Only: Not Applicable. E. Related Work: The following items are not included in this Section and will be performed under the designated Sections: 1. Section 024100 — SELECTIVE DEMOLITION: for salvaged exterior window shutters requiring reinstallation work of this section. 2. Section 06200 - FINISH CARPENTRY: For touch up painting of existing and/or repaired finish carpentry 3. Section 085414 — Fiberglass Doors- For new boiler room doors. 4. Section 085414 — FIBERGLASS WINDOWS & DOORS: For new fiberglass windows and doors. Painting 1 of 10 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 1.3 DEFINITIONS AND EXTENT A. General: Standard coating terms defined in ASTM D 16 apply to this Section. 1. Flat refers to a lusterless or matte finish with a gloss range below 15 when measured at an 85 -degree meter. 2. Eggshell refers to low -sheen finish with a gloss range between 20 and 35 when measured at a 60 -degree meter. 3. Semigloss refers to medium -sheen finish with a gloss range between 35 and 70 when measured at a 60 -degree meter. 4. Full gloss refers to high -sheen finish with a gloss range more than 70 when measured at a 60 -degree meter. B. This Section includes surface preparation and field painting of exposed exterior and interior items and surfaces. Surface preparation, priming, and finish coats specified in this Section are in addition to shop priming and surface treatment specified in other Sections. C. Paint exposed surfaces, except where these Specifications indicate that the surface or material is not to be painted or is to remain natural. If an item or a surface is not specifically mentioned, paint the item or surface the same as similar adjacent materials or surfaces. If a color of finish is not indicated, Designer will select from standard colors and finishes available. D. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating parts, and labels. Prefinished items include the following factory -finished components: a. Storm Doors. b. Existing exterior and interior wood trim not scheduled above to be painted. Finished metal surfaces include the following: a. Anodized aluminum. b. Stainless steel. C. Chromium plate. d. Copper and copper alloys. e. Bronze and brass. Labels: Do not paint over UL, FMG, or other code -required labels or equipment name, identification, performance rating, or nomenclature plates. 1.4 SUBMITTALS A. Submit written reporting detailing the composition of existing paints and coatings at surfaces indicated to be repainted. Confirm type and composition of existing paint and compatibility with proposed paint. B. Product Data: For each paint system indicated. Include primers. Painting 2of10 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 1. Material List: An inclusive list of required coating materials. Indicate each material and cross-reference specific coating, finish system, and application. Identify each material by manufacturer's catalog number and general classification. 2. Manufacturer's Information: Manufacturer's technical information, including label analysis and instructions for handling, storing, and applying each coating material. C. Samples for Verification: For each color and material to be applied, with texture to simulate actual conditions, on representative Samples of the actual substrate. 1. Provide stepped Samples, defining each separate coat, including primers. Use representative colors when preparing Samples for review. Resubmit until required sheen, color, and texture are achieved. 2. Provide a list of materials and applications for each coat of each Sample. Label each Sample for location and application. 3. Submit two eight inch by 12 inch Samples for each type of finish coating for Designer's review of color and texture only. D. Qualification Data: For Applicator. 1.5 QUALITY ASSURANCE A. Applicator Qualifications: A firm or individual experienced in applying paints and coatings similar in material, design, and extent to those indicated for this Project, whose work has resulted in applications with a record of successful in-service performance. B. Source Limitations: Obtain primers for each coating system from the same manufacturer as the finish coats. C. MPI Standards: 1. Products: Complying with MPI standards. 2. Preparation and Workmanship: Comply with requirements in "MPI Architectural Painting Specification Manual" for products and paint systems indicated. 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to Project site in manufacturer's original, unopened packages and containers bearing manufacturer's name and label and the following information: 1. Product name or title of material. 2. Product description (generic classification or binder type). 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume, for pigment and vehicle constituents. 5. Thinning instructions. 6. Application instructions. 7. Color name and number. Painting 3of10 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 8. VOC content. B. Store materials not in use in tightly covered containers in a well -ventilated area at a minimum ambient temperature of 45 deg F. Maintain storage containers in a clean condition, free of foreign materials and residue. 1. Protect from freezing. Keep storage area neat and orderly. Remove oily rags and waste daily. 1.7 PROJECT CONDITIONS A. Apply waterborne paints only when temperatures of surfaces to be painted and surrounding air are between 50 and 90 deg F. 1.8 EXTRA MATERIALS A. Furnish extra materials described below that are from same production run (batch mix) as materials applied and that are packaged for storage and identified with labels describing contents. 1. Quantity: Furnish an additional 5 percent, but not less than 1 gal. (3.8 L) of each finish coat material and color applied. PART2-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, the following: 1. Benjamin Moore & Co. 2. Sherwin-Williams. 3. Glidden. 4. Valspar 5. Or approved equalmeeting the requirements of Section 01.25.00 Or Equals Product Substitution Procedures 2.2 MATERIALS, GENERAL A. Material Compatibility: Provide primers, and finish -coat materials that are compatible with one another and with the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testing and field experience. B. Material Quality: Provide manufacturer's best -quality paint and stain material of the various coating types specified that are factory formulated and recommended by Painting 4of10 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 manufacturer for application indicated. Paint/stain -material containers not displaying manufacturer's product identification will not be acceptable. 1. Proprietary Names: Use of manufacturer's proprietary product names to designate colors or materials is not intended to imply that products named are required to be used to the exclusion of equivalent products of other manufacturers. Furnish manufacturer's material data and certificates of performance for proposed substitutions. C. VOC Content of Field -Applied Interior Paints: 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. Flat Topcoat Paints: VOC content of not more than 50 g/L. 3. Non -flat Topcoat Paints: VOC content of not more than 150 g/L. D. Provide 100% acrylic based interior paints as scheduled or as meeting the requirements of this Section. Provide primers only as recommended by finish coat paint manufacturer. Refer to Paint Schedule at end of Section for examples of specific paints. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Applicator present, for compliance with requirements for paint application. 1. Proceed with paint application only after unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry. 2. Start of painting will be construed as Applicator's acceptance of surfaces and conditions within a particular area. B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various substrates. On request, furnish information on characteristics of finish materials to ensure use of compatible primers. 1. Notify Designer about anticipated problems when using the materials specified over substrates primed by others. 3.2 PREPARATION A. General: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items already installed that are not to be painted. If removal is impractical or impossible because of size or weight of the item, provide surface -applied protection before surface preparation and painting. Painting 5of10 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 After completing painting operations in each space or area, reinstall items removed using workers skilled in the trades involved. B. Cleaning: Before applying paint or other surface treatments, clean substrates of substances that could impair bond of the various coatings. Remove oil and grease before cleaning. Schedule cleaning and painting so dust and other contaminants from the cleaning process will not fall on wet, newly painted surfaces. C. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and reprime. 2. Wood/Plastic Lumber: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand wood surfaces exposed to view smooth and dust off. a. Scrape and clean any small, dry, seasoned knots, and apply a thin coat of white shellac or other recommended knot sealer before applying primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dried. b. Prior to priming or painting, sand all surface intersections on plastic lumber and wood boards to afford a 1/16" to 1/8" radius edge, to hold paint at surface corners. C. Prime, stain, or seal to be painted immediately on delivery. Prime edges, ends, faces, undersides, and back sides of wood. 3. Fiberglass Doors: Clean surfaces prior to painting. 4. Vinyl Windows: Do not prepare for painting. 5. Existing metal steel lintels: Wire brush and sand all exposed metal surface to bare metal (if necessary) removing all rust and paint scale. Sand so finish surface is even and ready to accept paint with no blistering or variation in surface. D. Material Preparation: Mix and prepare paint materials according to manufacturer's written instructions. 1. Maintain containers used in mixing and applying paint in a clean condition, free of foreign materials and residue. 2. Stir material before application to produce a mixture of uniform density. Stir as required during application. Do not stir surface film into material. If necessary, remove surface film and strain material before using. 3. Use only thinners approved by paint manufacturer and only within recommended limits. Painting 6of10 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 3.3 APPLICATION A. General: Apply paint according to manufacturer's written instructions. Use applicators and techniques best suited for substrate and type of material being applied. 1. Paint and stain colors, finishes are indicated in the paint schedules. 2. Protect floors, decks and other adjacent existing and new surfaces form spills, splatters and other finish damage. 3. Do not paint or stain over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions detrimental to formation of a durable film. 4. Provide finish coats that are compatible with primers used. 5. Paint surfaces behind movable equipment and furniture the same as similar exposed surfaces. Before final installation of equipment, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 6. Remove surface mounted ceiling light fixtures, electrical outlet and switch wall plates and other surface mounted items prior to stat of painting. Do not paint around fixtures and devices. 7. Remove door hardware, except hinges, prior to start of painting. Do not paint around door hardware lock and latch sets. B. Scheduling Painting/Stain: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practicable after preparation and before subsequent surface deterioration. 1. The number of coats and film thickness required are the same regardless of application method. Do not apply succeeding coats until previous coat has cured as recommended by manufacturer. If sanding is required to produce a smooth, even surface according to manufacturer's written instructions, sand between applications. 2. If undercoats, stains, or other conditions show through final coat of paint, apply additional coats until paint film is of uniform finish, color, and appearance. Give special attention to ensure that edges, corners, crevices, welds, and exposed fasteners receive a dry film thickness equivalent to that of flat surfaces. 3. Allow sufficient time between successive coats to permit proper drying. Do not recoat surfaces until paint has dried to where it feels firm, and does not deform or feel sticky under moderate thumb pressure, and until application of another coat of paint does not cause undercoat to lift or lose adhesion. C. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according to manufacturer's written instructions. 1. Brushes: Use brushes best suited for type of material applied. Use brush of appropriate size for surface or item being painted. 2. Rollers: Use rollers of carpet, velvet -back, or high -pile sheep's wool as recommended by manufacturer for material and texture required. 3. Spray Equipment: Use airless spray equipment with orifice size as recommended by manufacturer for material and texture required. D. Minimum Coating Thickness: Apply paint and stain materials no thinner than manufacturer's recommended spreading rate to achieve dry film thickness indicated. Provide total dry film thickness of the entire system as recommended by manufacturer. Painting 7of10 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 E. Prime Coats: Before applying finish coats, apply a prime coat, as recommended by manufacturer, to material that is required to be painted or finished and that has not been prime coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, to ensure a finish coat with no burn -through or other defects due to insufficient sealing. F. Pigmented (Opaque) Finishes: Completely cover surfaces as necessary to provide a smooth, opaque surface of uniform finish, color, appearance, and coverage. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness, or other surface imperfections will not be acceptable. G. Exterior Stain Application: Preparation treatments may be spray applied. Both stain finish coats shall be applied by brush. Reinstall exterior window shutters after application of 2nd stain coat. H. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint work not complying with requirements. I. Protect adjacent surfaces during painting operations and after completion of painting, from finish damage, dirt contamination, rain and other adverse conditions. 3.4 FIELD QUALITY CONTROL A. The North Andover Housing Authority (NAHA) Project Manager reserves the right to invoke the following test procedure at any time and as often as the North Andover Housing Authority Project Manager deems necessary during the period when paint is being applied: 1. The NAHA Project Manager will engage a qualified independent testing agency to sample paint material being used. Samples of material delivered to Project will be taken, identified, sealed, and certified in the presence of Contractor. 2. Testing agency will perform appropriate tests for the following characteristics as required by the NAHA Project Manager. 3. The NAHA Project Manager may direct Contractor to stop painting if test results show material being used does not comply with specified requirements. Contractor shall remove noncomplying paint from Project site, pay for testing, and repaint surfaces previously coated with the non -complying paint. If necessary, Contractor may be required to remove non -complying paint from previously painted surfaces if, on repainting with specified paint, the two coatings are incompatible. 3.5 CLEANING A. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other discarded paint materials from Project site. Painting 8of10 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 After completing painting, clean glass and paint -spattered surfaces. Remove spattered paint by washing and scraping without scratching or damaging adjacent finished surfaces. 3.6 PROTECTION A. Protect work of other trades, whether being painted or not, against damage from painting. Correct damage by cleaning, repairing or replacing, and repainting, as approved by Designer. B. Provide "Wet Paint" signs to protect newly painted finishes. After completing painting operations, remove temporary protective wrappings provided by others to protect their work. After work of other trades is complete, touch up and restore damaged or defaced painted surfaces. Comply with procedures specified in PDCA P1. 3.7 PAINT SCHEDULE A. Schedule: Provide products and number of coats specified. Use of manufacturer's proprietary product names to designate colors, materials, generic class, standard of quality and performance criteria and is not intended to imply that products named are required to be used to the exclusion of equivalent performing products of other manufacturers. 1. Interior Previously Painted Wood or fiberglass for Semi -Gloss Paint Finish: Provide Two Coats: 1. Moore # 514 Natura 100% Acrylic Semi -Gloss, 0% voc. 2. S -W Harmony 100% Acrylic Semi -Gloss B-10, Low voc. 3. Valspar 2400 Series Medallion 100% Acrylic Eggshell 4. Or approved equal meeting the requirements of Section 01.25.00 Or Equals Product Substitution Procedures 2. Exterior Previously Painted Wood or New Fiberglass and Plastic Lumber for Semi -Gloss Finish: Provide Two Coats: 1. Moore # 632 Aura 100% Acrylic Semi -Gloss 2. S -W A-100% Acrylic Satin 3. Valspar 4300 Series Medallion 100% Acrylic Semi - Gloss 4. Or approved equal meeting the requirements of Section 01.25.00 Or Equals Product Substitution Procedures Painting 9of10 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 196033 3. Boiler Room Doors Metal Louvers/ Steel Lintels: Provide Two Coats: 1. Alkyd paint, semi gloss: Glidden Ultra -Hide 2. Oil/Alkyd Exterior Semi -Gloss Paint or approved equal 3. Or approved equal meeting the requirements of Section 01.25.00 Or Equals Product Substitution Procedures END OF SECTION 09.91.00 Painting 10 of 10 Window & Storm Door Replacement Fountain Drive 667-1 Elderly Housing Project North Andover Housing Authority DHCD Project No: 190633 SECTION 12.24.13 ROLLER SHADES PART 1 -GENERAL 1.1 RELATED DOCUMENTS Luna Design Group LDG Project Number: DNA12006a A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes roller shades at all dwelling unit bedroom and basement double hung windows. B. Related Sections include the following: 1. Division 1 Inclusive 2. Section 024100 — SELECTIVE DEMOLITION for removal of existing roller shades. 3. Section 08.53.13 — VINYL WINDOWS — for installation of new windows. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. Include styles, material descriptions, construction details, dimensions of individual components and profiles, features, finishes, and operating instructions. B. Samples for Initial Selection: For each colored component of each type of shade indicated. 1. Include similar Samples of accessories involving color selection. C. Samples for Verification: 1. For the following products: a. Shade Material: Not less than 3 inches, with specified treatments applied. Mark face of material. D. Product Certificates: For each type of roller shade, signed by product manufacturer. E. Product Test Reports: For each type of roller shade. Roller Shades 1 of 4 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 190633 F. Maintenance Data: For roller shades to include in maintenance manuals. Include the following: Methods for maintaining roller shades and finishes. Precautions about cleaning materials and methods that could be detrimental to fabrics, finishes, and performance. Operating hardware. 1.4 QUALITY ASSURANCE A. Source Limitations: Obtain roller shades through one source from a single manufacturer. B. Fire -Test -Response Characteristics: Provide roller shade band materials with the fire - test -response characteristics indicated, as determined by testing identical products per test method indicated below by UL or another testing and inspecting agency acceptable to authorities having jurisdiction: Flame -Resistance Ratings: Passes NFPA 701. C. Product Standard: Provide roller shades complying with WCMA A 100.1. D. Mockups: Build mockups to verify selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. 1.5 DELIVERY, STORAGE, AND HANDLING A. Deliver shades in factory packages, marked with manufacturer and product name, and location of installation using same designations indicated on Drawings or in a window treatment schedule. 1.6 PROJECT CONDITIONS A. Environmental Limitations: Do not install roller shades until construction and wet and dirty finish work in spaces, including painting, is complete and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use. B. Field Measurements: Where roller shades are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication and indicate measurements on Shop Drawings. Allow clearances for operable glazed units' operation hardware throughout the entire operating range. Notify Designer of discrepancies. Coordinate fabrication schedule with construction progress to avoid delaying the Work. Roller Shades 2 of 4 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 190633 1.7 EXTRA MATERIALS A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. Rollers Shades: Provide (2) extra shades for each different sized window. PART 2 -PRODUCTS 2.1 ROLLER SHADES A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: B. Products: Subject to compliance with requirements, provide one of the following: 1. Levolor; Levolor-Kirsch Window Fashions; a Newell Rubbermaid Company; 2. Newell 3. Hunter Douglas 4. Or approved equal meeting the requirements of Section 01.25.00 Or Equals Product Substitution Procedures C. Shade Band Material: Shades shall be self -coiling fire -retardant vinyl, 5 mil minimum thickness with rigid leading edge strip. D. 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. E. Direction of Roll: Regular, from back of roller. F. Shade Width: Provide individual shades for each window of "ganged" double or triple window units. Provide manufacturers standard off -set bracket mounting at "between" window locations where sash assembly end cannot be fastened to wood jamb extensions. G. Mounting Brackets: Galvanized or zinc -plated steel. H. Valance: Style matching hem; as indicated by manufacturer's designation color. Mounting: Inside jamb. J. Shade Operation: Manual; with spring roller. 1. Pull: Manufacturer's standard hand -grip. 2. Clutch: Capacity to lift size and weight of shade; sized to fit roller or provide adaptor. Roller Shades 3 of 4 Window & Storm Door Replacement Luna Design Group Fountain Drive 667-1 Elderly Housing Project LDG Project Number: DNA12006a North Andover Housing Authority DHCD Project No: 190633 3. Lift -Assist Mechanism: Manufacturer's standard spring assist for balancing roller shade weight and lifting heavy roller shades. PART 3 - EXECUTION �JIILlI_%IIQki A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances, operational clearances, and other conditions affecting performance. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 2. Start of work signifies acceptance of conditions. 3. Window shades shall be installed for each installed window when windows are mulled together. Do not use a single shade unit on mulled window configurations. 3.2 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 to interior face of glass. Allow clearances for window operation and hardware. 3.3 ADJUSTING A. Adjust and balance roller shades to operate smoothly, easily, safely, and free from binding or malfunction throughout entire operational range. 3.4 CLEANING AND PROTECTION A. Protect roller shade surfaces after installation, according to manufacturer's written instructions. B. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer that ensure that roller shades are without damage or deterioration at time of Substantial Completion. C. Replace soiled or damaged roller shades that cannot be cleaned or repaired, in a manner approved by Designer, before time of Substantial Completion. END OF SECTION 12.24.13 Roller Shades 4of4 Distributed by P.O. 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