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Home My WebLink About2007 Landfill Sewer Service Improvements ~ ACORD.. CERTIFICATE OF LIABILITY INSURANCE OP 10 C~ DATE (MM/DDIYYYY) H&HEA-l 07/09/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE We$tern States Ins - Bozeman HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1283 N. 14th Ave, Ste 101 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bozeman MT 59715 Phone: 406-586-3351 Fax:406-586-0437 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Safeco Insurance Companies INSURER B: H & H Earthworks, Inc. INSURER C: Joe & Melissa PO. Box 1441 INSURER D: Belgrade MT 59714 INSURER E; COVERAGES 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 MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS LTR NSRI TYPE OF INSURANCE POLICY NUMBER ~~l'~iMM/DDlY'lt DATE'/MM/DDNY"i' LIMITS GENERAL LIABILITY EACH OCCURRENCE $1,000,000 - ~~~~~h (Ea occurence) A X COMMERCIAL GENERAL LIABILITY 01CH2804971 10/10/06 10/10/07 $ 300,000 I CLAIMS MADE ~ OCCUR MED EXP (Anyone person) $ 10,000 PERSONAL & ADV INJURY $1,000,000 - GENERAL AGGREGATE $2,000,000 - GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $2,000,000 I POLICY Iil ~~8i n LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 - A ANY AUTO 01CH2804971 10/10/06 10/10/07 (Ea accident) - ALL OWNED AUTOS BODILY INJURY - $ X SCHEDULED AUTOS (Per person) - X HIRED AUTOS BODILY INJURY - $ X NON-OWNED AUTOS (Per eccident) - - PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY. EA ACCIDENT $ =1 ANY AUTO OTHER THAN EAACC $ AUTO ONLY; AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $1,000,000 A ~ OCCUR D CLAIMS MADE 01SU38567510 10/10/06 10/10/07 AGGREGATE $1,000,000 $ ~ DEDUCTIBLE $ X RETENTION $10,000 $ WORKERS COMPENSATION AND I TORY LIMITS I IOJ~- EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE EL EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? EL DISEASE. EA EMPLOYEE $ ~~EMLsp~~VIS?ONS below EL DISEASE - POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS Certificate Holder is listed as Additional Insured in respect to General Liability as their interest may appear RE Job: City of Bozeman Landfill Sewer Service Improvements CERTIFICATE HOLDER Great West Engineering, Inc. P.O.Box 4817 Helena MT 59604 CANCELLATION GREAWE S SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAil ~ DAYS WRITTEN NOTICE TO-THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHAll IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER. ITS AGENTS OR ACORD 25 (2001/08) @ACORDCORPORATION 1988 .. IMPORTANT n If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001/08) .. A CORD_ CERTIFICATE OF LIABILITY INSURANCE OP 10 C~ DATE (MMJDDNYYY) H&HEA 1 07/09/07 PROOUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Western States Ins - Bozeman HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1283 N. 14th Ave, Ste 101 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bozeman MT 59715 Phone: 406-586-3351 Fax:406-586-0437 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A State Compensation Ins Fund INSURER B: H & H Earthworks, Inc. INSURER C: Joe & Melissa PO. Box 1441 INSURER 0: Be~grade MT 59714 INSURER E: COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. It~~ ~~~~ TYPE OF INSURANCE POLICY NUMBER PD'i,;!~ IMMJDDIY'i)- p~kWl(~~h'lfN'XN LIMITS GENERAL LIABILITY EACH OCCURRENCE $ - COMMERCIAL GENERAL LIABILITY PREMISES (Ee occurence) $ I CLAIMS MADE D OCCUR MED EXP (Anyone person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ "I nPRO- n POLICY JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT - $ ANY AUTO (Ea accident) - ALL OWNED AUTOS BODILY INJURY - $ SCHEDULED AUTOS (Per person) - HIRED AUTOS BODILY INJURY - $ NON-OWNED AUTOS (Per accident) - - PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ==1. ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ =:J OCCUR o CLAIMS MADE AGGREGATE $ $ ==1 DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND X IT~~/(I~:-f's I IUJ~- A EMPLOYERS' LIABILITY 032816845 12/16/06 12/16/07 $ 500000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT OFFICERlMEMBER EXCLUDED? E.L. DISEASE - EA EMPLOYEE $ 500000 If ~es, describe under $ 500000 S ECIAL PROVISIONS below E.L. DISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS RE: City of Bozeman Landfill Sewer Service Improvements CERTIFICATE HOLDER CANCELLATION GREAWES SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ~ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER. ITS AGENTS OR REPRESENTATIVES. AUTHO ERR SENT. T E I @ ACORD CORPORATION 1988 Great West Engineering, Inc. P.O.Box 4817 Helena MT 59604 ACORD 25 (2001/08) . IMPORTANT _ If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001108) ACORD.. CERTIFICATE OF LIABILITY INSURANCE OP 10 C~ DATE (MM/DDNYYY) H&HEA-1 07/09/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Western States Ins - Bozeman HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 12B3 N. 14th Ave, Ste 101 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bozeman MT 59715 Phone:406-5B6-3351 Fax:406-586-0437 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: Safe co Insurance Companies INSURER B: H & H Earthworks, Inc. INSURER c: Joe & Melissa PO. Box 1441 INSURER 0: Belgrade MT 59714 INSURER E: COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, NSRC POLICY NUMBER I'D'i,;!~lri~rlf8~E ~~N LIMITS LTR TYPE OF INSURANCE DATE (MM/DDIYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 - 10/10/07 ~;:':';~'ES YE~~~~';~nce) A X COMMERCIAL GENERAL LIABILITY 01CH2B04971 10/10/06 $ 300 000 I CLAIMS MADE ~ OCCUR MED EXP (Anyone person) $ 10,000 PERSONAL & ADV INJURY $1,000,000 - GENERAL AGGREGATE $2,000,000 - GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $2,000,000 I Iil PRO- nlOC POLICY X JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $1,000,000 - A ANY AUTO 01CH2B04971 10/10/06 10/10/07 (Ea accident) - All OWNED AUTOS BODilY INJURY - (Per person) $ X SCHEDULED AUTOS - ~ HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per eccident) - - PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY. EA ACCIDENT $ R ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESs/UMBRELLA LIABILITY EACH OCCURRENCE $1,000,000 A ~ OCCUR D CLAIMS MADE 01SU38567510 10/10/06 10/10/07 AGGREGATE $1,000,000 $ ~ DEDUCTIBLE $ X RETENTION $10,000 $ WORKERS COMPENSATION AND I TORY LIMITS I IU~~- EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E,L. EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? E,L. DISEASE. EA EMPLOYEE $ If yes, describe under E L. DISEASE. POLICY LIMIT $ SPECIAL PROVISIONS below OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Certificate Holder is listed as Additional Insured in respect to General Liability as their interest may appear RE Job: City of Bozeman Landfill Sewer Service Improvements CERTIFICATE HOLDER City of Bozeman PO Box 1230 Bozeman MT 59771-1230 CANCELLATION CITYBOZ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL ~ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHO ERR SENT. T E I @ACORDCORPORATION 1988 ACORD 25 (2001/08) IMPORTANT _ If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25 (2001/08) ACORD~ CERTIFICATE OF LIABILITY INSURANCE OP 10 C~ DATE (MM/DDNYYY) H&HEA 1 07/09/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Western States Ins - Bozeman HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1283 N. 14th Ave, Sta 101 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Bozeman MT 59715 Phone: 406-586-3351 Fax: 406-586-0437 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A: State Compansat!on Jns Fund INSURER B: H & H Earthworks, Inc. Joe & Melissa INSURER C: PO. Box 1441 INSURER 0: Belgrade MT 59714 INSURER E: COVERAGES 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR NSR[ TYPE OF INSURANCE POLICY NUMBER PD~~E lMM/DDIYVI- 1"~k'rEl(~~h'g'~N LIMITS GENERAL LIABILITY EACH OCCURRENCE $ c-- COMMERCIAL GENERAL LIABILITY PREMISES (E~~~~~~nce) $ c-- ~ CLAIMS MADE D OCCUR MED EXP (Anyone person) $ c-- PERSONAL & ADV INJURY $ '---- GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ I .nPRO- nLOC POLICY JECT AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT - $ ANY AUTO (Ea accident) - ALL OWNED AUTOS BODILY INJURY - $ SCHEDULED AUTOS (Per person) - HIRED AUTOS BODILY INJURY - $ NON-OWNED AUTOS (Per accident) - - PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ~ ANY AUTO OTHER THAN EAACC $ AUTO ONLY: AGG $ EXCESs/UMBRELLA LIABILITY EACH OCCURRENCE $ ~ OCCUR D CLAIMS MADE AGGREGATE $ $ ~ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND X IT~~/~I~Ws I IU~~- A EMPLOYERS' LIABILITY 032816845 12/16/06 12/16/07 $ 500000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT OFFICER/MEMBER EXCLUDED? EL. DISEASE - EA EMPLOYEE $ 500000 If yes, describe under $ 500000 SPECIAL PROVISIONS below E.L DISEASE - POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS RE: City of Bozeman Landfill Sewer Service Improvements CERTIFICATE HOLDER CITYOBO CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF. THE ISSUING INSURER WILL ENDEAVOR TO MAIL ~ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHO R R SENt T E I @ ACORD CORPORATION 1988 City of Bozeman P.O. Box 1230 Bozeman MT 59771 ACORD 25 (2001/08) IMPORTANT _ If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). 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). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 2S (2001/08) ,. PERFORMANCE BOND Any sinJUlar refercDc:c to Ccxltractm, &my, Owner, CI' OCher pill)' shill be c:onsidered plural where appJic:able. CONTRACTOR. (Name and Address): H&H Earthworks, Inc. PO. Box 1441, Belgrade, MT 59714 OWNER (Name md Address): Bozeman City of 411 East Main, Bozeman, MT 59715 SURBTY (Name aod Address ofPrineipal Place ofBusineas): Developers Surety and Indemnity Company PO Box 19725 Irvine, CA 92623 CONTRACf Date: Amount: $71,942.00 Dcsaiptim (Name and Locatioo): 2007 Landfill Sewer Service Improvements, Bozeman, MT BOND BondNumbcr: 883395P Date (Not earlier dum Cootract Date): 07/09/2007 Amount: $71,942.00 Modifications to this Band Form: Surety and CmIrlCtOr, inteadins to be 1csally bound hereby, subject to the terms pinted (JO the rcw:rsc side hereof, do each cause this Performance Band to be duly executed OIl ita behalf by its authorized officer, apt, cr rep-esentative. CONTRACI'OR. AS PRINCIPAL ~\iHEMth~~ Signature: \ ~, (Seal) Nal1r\~,~~~ I \~. . ~@f ~ D\~-W~(1\. SURETY Developers Surety and Indemnity Company 'Surety's Name and Cmpnte Seal By: Sipature and Trt1e Carly N . (Attach Power of Attmlcy) (Seal) (SplC is provided below f(l' sipaturcs of additiooal patties, if required.) CONTRAcroR AS PRINCIPAL Company: Attest: SiJllature and Title SURETY Si8llatme: Namcand Title: (Seal) (Seal) surety's Name and Ccqxntc Seal By: Sipature IDd Title (Attach Powu of Attmlcy) Attest: Signature and Title: EJCDC Ne. Cttl (JlOJ 1dIIIDD) . 0rtpIlIlr .............. die _ 6rtI or dtt s.nty .- rIMM or A..a, EDP-n JIIIIt CllIIIInet DoaIaIU c.amiUft, die AIMdIIe4 Gt.... C""*.:Il.rI" ~ ad ... A.rIteia hIIIItIlIe fill An:IiIa.:tL C:\m88tn\fonns'gerf.bond_c-81 a.doc 313104 pertonnance Bond - 00610 - Page 1 of 2 1. ~ qd ...,.. jalIdy ...s .-.By. IUd ......... ... ..... ....... -..... --..-1..... to OnIr far1llll*L of 1111 c-. Mil:h la b-.....A4.......,---. 2. II c-.- paflna .... a..t, s-ty ... CaIlmct<< .w _ ~ ............... -..~ iII____II..."w.I ill...... 3.1. 3. IIlIIIN illlO 0.... De6lIIt, s-ty.. atJti,atioD .....llIi..... .. ...a.: 3.1. 0... _1IlIdIied ~ .. s-ty. at tIIa ....... ....... ill ....... 10 bdow. ... ow.. I. CllGIideriaI ...... a CoIllICla' DlIliIIIt .. _ ....... .. ........... 1IO ...... . ___ trilh c-.- -' s-ty III be IIeId .. ........ 15 .. .......:elpt of Mil aadoe 10 ..... ___ ~ pelf..... tIIa CuIIlnct. .. 0-.-. c.a.tor l1li Slnly ape, CuImeeur lIhIII .. aIIoMd . -we tia. pIIflJna ... ~ but ... .. ........ ..... ... ..." o..'aJiPl, Ifllll)'. ~y to__.c-DetiIdI;-' 3.2. o..r... decIaNd . CoIIlndor DUWt qd fcnIIIly ~ ~ ri... to ...... 1111 CIlIIlIII:t. Swell ComIctor DdlaIlIbaII .. lie dedaIed lIIIIier .... 20 day! aft<< ~ l1li SIftty baft lWIiWld 1IOliaI. pnmded ia p...... 3.1; l1li 3.3. o.w 1Iu ...- to pay the BaIa&e ~ IbD ColIlracI Prille to: I. Santy ill ~ willi 1bc: tormI ~tIIe Colllnct; 2. AII8lilIr CClIb:tOr ~ ,.... to ,.......,.. 4.3 1IO perfom tIIa ec..:t. 4. WbIIl 0.- 1Iu1lll1lled IbD codti_of....... 3. SlRly ... JIlllIIIIIdy ad at s-cy'.~ lab... of IbD foIlowIJItl-- U Adup far C_. trilh __ of 0..-. to perfarm ud IlOIIlpk:la .. c:o.r.ct; . 6. Ak Oner _ ......... ea.netor'. n,bIllI ClIIIIIIil* 1111 C-..ct. ... if Slnty eIecca 10 act ..... ~ 4.1. 4.2. .. 4.311lcne, ...... .....liOltIea of ~ to Oner .... _lie .... t1u..... of c:c.r.acw ..... .. CGaIraet, -' 1III...-lillllti. ~ 0... to s.:y .... ..lie ....... .... tA 0.- ...ser .. Camet. To a Ii. of" ...... rI dIi. ..... IMIt IIbjed 10 COllIIIIiIme. by 0... tA... ..... rllbD CoalnICt "'10 ....... tA.... ud ....... Clll" CaIInIcI, SMly la CIllIifIlrIlI wilIIOIIt ~OII far: 6.1. . I\Il~ lull1i1lllea of COllIrIetlI' far c:clIIIII:la ~ dekliWl WClIt alId cxapIelioa tA die c.ract; . 6.2. MdItiaaaI...... delip ~~ ud dday .... ~ from C'.olIlnIcco(. DefaaIt,. lid --. hill. lICti-. . faikwe 10 act of SwIty...... P-.npIl4; IlIll 6.3. ~ ........ crt if IlO IiqIIldatrJd ...... .. IplIClHiod ia die ec.D;t. ec.I ...... lllIIIIId by deIa'" .-'-_ . ... r-f- ofCoallactar. 7. .....,..... IIOt . Ilabio to o..r or oIIIn for obIipIira tA CIIIlNcIor lllIl_ .......to.. c.na. _lho a.-. oflhB CIlIlb'III:t Price IIlaU _ btllldlaced . III off 0II11alOal1t of., _h lIIRWed alJIlptiCJIIL No dahl tA acIloa.... _ 011 tIU BoIId III III)' .... CI' elIllty Dr UIIll 0wMr or ltI hein, -.ton. adaiDlaInlIlln, CI'__ 8. s...,. MI\IlIy __1IIltlcc of .Y'" ia:I..,... tAli_ to c-act or to rM8d IIllIc-.:ta, ..... mien, ud GlhIr oblipllullI. 9. Any JIlIlllIfIlIbrIIepI..... .....Ibla B-a lIllY III ...... iD aay ~ of ~ jaJldccloo ill tIIa ~ ilIw1lich IbD WClIt . pm ~ daD Wed; i. lcIUld ... ..... lie iIIIlitIIIl1Id wltllla two ~ .. ea.amar DlIfaIIIt or wiIIIiII two ~ aft<< CGIml:tot' CIUld -'WII. widlla two >-,'" s..y..-. or faIb ID pafGrm ltI oIIIipIiau....... ..... whicllD_ _ ~ If... pnm.u.. of .... ........ .. Vllid . ~ by law, die ..... pIItod of 1iIIli.... mlIaIrk to.mlll II . ..., ill... jIlrildlctiOll tAlbe IlIit ..lie 1pIIik:UIc. 4.2. u.Iertab to primlla.t -,,-lbB ClIllnc:t ltaDIf; lbnlaP ita.... 10. NoIiI:e III SMlty, Owe. or CCIIIlnl:Irrr au lie 1IIIiled. deIlWlnld to IbD 8ddma .... iadIpndeIIt camcton; or De oa lhe Iipalae pap. 4.3. 0bIIiIl1lilll or _pIiaIIId pIIlpOIIIa fruIII.qIIII8ad COGlndlIn ~ 10 0- f. . lXIIItaat far perfrrrmm:ullll c:ampIllIiClll ~ ... COllIn<<, .... far . __ 10 be propand far llllIICIIioIl by 0.. aIIlI eo..:tor aeJecIed willi 0..-'. ____ 10 hi MllII\Id . pilfer.- _ payJllelllbolldl ellllC-.d by . cp.ulIed.-ty erpivat.t to lhI boad. __ 011 IbD ColBKl, ... pay 10 0wIler lhI .... of ...... II .-.abed ill .......... 6 la __ ~ die Balaaoe ~ the CIlIlb'III:t Price lswmd by Ow.-1UIIItiDa from <=-tor DafuIt; or 4.'1. WIllWl ita a'" to ~ ud COIIIpIlIle,..... for c~. otIlaiD ..w COIIIImcIOr'" wilb IIIUlIIIIhle JIIOIIIPCIIe'IlIIIdIir lhI ~ I.Ak ia~......lhI ~ far wbIdl it., hi liable 10 0... .... II _ .. ~ .... die _ la ........ ......,.,.. dJoR:for 10 aw.; or 2. DeIly liaIIiIlty la whole or ill part IIld DlIlify Ow.- citiac _ ...... S. If SIallIy .... lOt ptvceed .. prI7ridId ill PIIqnIpb 4 with IIIUOlIIIIIII ~ Salety 1balI." ....... ID be ill default 011 dIiI B_ 15 day! after ra:dpt ~ .. 1lIdIliOIIIl1llilla IIOtice fruIII o..r 10 SIlIIty ...... lbat SlRly pedona ita ~ IIIIder ... BoIIlI, ... aw.. ..... lie -*ItIId tD.a- ., .ndy availallIe III 0-. If 8Mty JI"If*IdI II proWIad la .......... 4.'1. lid o..r IIIfuea lhI ,.,.. teIIlkftd or SIftt)' hit delUd 1labiIi17. ia... ill part; wllhDall\adlar.... 0- ...... .. ...uw to __ aay lelIIldy awlbbIe to 0-. I FOR INR:>RMAttoN ONLY - Name, Address lIDd Tc1epbonc Surety A.ptacy IX' BrOO:r I Owner's Reprcacotatiw (engineer (I' od1a' party) 11. WIIeB Ibia BoIld ... ....Ial.... 10 COIIIlIIY wilb '1lIIlIIlor1...~ la lhI ~ .. lhI CaIlmct .... to . pedInIod, lIMy pItIVi/lloa ill dIia load CGldIlclhIc wilb IIid ~ ...WMl IbaII be _... ..... ......-rom aIIlI ~ ccmfonIiDIto RCb ....., ......... no lie __ ~ ... TIle i..-la lbat IhiI B-a .....1Ie.cc.IlnIed .. allaluBlrJ "-I lid IIOt . . _law"" 12. DeflaltioIlL 12.1 IWma of lhI CGltlrItt Price: The IOlIi IllIllIIlII ~ by Owlet to ec.ractrrr aader daD Call1ncl .,.. aD ~ ~ haw". ..... ....... aIIo.-llI CoriInctGr ~.., ..... aweiwd... to be meelwd by OnIrl. ...... 01..... or atiIIrCW_ for...... to whicII CaIIlIacb' la olIIitW, ....... by all wild _..... pa,... "'10 or 0II1lD1l1l1f of CaIlractrrr lIlIlIIr lhI COlIlmct. w. c:c.acc . ....... __ 0..- .. CaImeIor ldIdlfi&d 0II1bD lIipabn .... i8IlkIdiDJ iii ~ DocvmeIU... ~.lbeNIo. 12.3. CallrIclrrr I:lduIt Faihn of ~. wblclI hit __ boeII ...... ... -wd. 10 perform or oIlIerwiae to COIIlply wilb lhIleImI of daD COIInct. 12.4. ow.. Dc6ak: ~ of 0wIler. which baa _daDr .. ...-lied _ WliWld, ID pay COlIncUlr . IlIqlIiRd hy IbD COIIllllCt or to pdna ud ~..~ wilhthe aIhIr teIlllI~. C:\maIteraVorml'4*f.bonttc-81D.dClCl 3fJ/04 pertonnance Bond - 00610 - Page 2 c12 PAYMENT BOND 1uIt..... ....:e 10 CoabIctur. SarCl)', 0WIa or otIIcr' puty ... be COIUIrmt pIaraI when: appJil;IbJc. CONTIACJ'OI. <N-1IllI AddJen): H&H Earthworks, Inc. PO. Box 1441, Belgrade, MT 59714 OWNER (Name Ilad Addr'aI)= Bozeman City of 411 East Main, Bozeman, MT 59715 SUIB1T (Name"" AddreII of PriacipIl PIIICC of Bas~) Developers Surety and Indemnity Company PO Box 19725 Irvine, CA 92623 CONTRACT Date: AnDd: $71,942.00 Dt-.~ (NImc mllAx-f*ioo): 2007 Landfill Sewer Service Improvements, Bozeman, MT BOND Bcmd ~ 883395P DIe (Nac .diar tbaIl CclarKl Date): 07/0912007 AImut: $71,942.00 Mrvl"",.tu- 1IO 1bis 801m form: SIrety IDIl CcDrIcIor. .iJfadiDa 10 be IepUy bouId Iltrcby. Rbje:t to lilt tams priIIc:d OIl die revme side: IM:Rof. do C8Ch C&UlII': tbiI PAb~" to be duly exJlCUIDIl 011 its bdlIIfby is ll1tborizrxl officer.._ or 15f"~fe. CONTIACTOI. AS PRINCIPAL Compay= H&H ~,ks' 1no -\\1~ SipIan: . \ \~~ (Seal) N~~~ fu\lQ~-~\(&Wt\'(\lft SURETY Developers Surety and Indemnity Company (Seal) Surely', N. une ad CoqIonJC ScaI /. / f' By: /1tr 11 NI fi!4- SJpIcDre aad Tdlc Carly Niel , Attorney-in-Fact (AIac:h Power of AIIOtMy) (StaQ..lt provided below far.lIipIturea of IdditioaaJ pIlI1ifts. if nquiml.) Attcat: Sipture IJIlI Title CONTRACI'OIl AS PRINCIPAL CclaIpaaJ: SURETY Sipal;ure: Name IftlI Tide= (Seal) Sumy'. NImc &lid Corpoate Seal (Seal) By: Sipaturc aad T. (Atrach Power of AUorDC)') Attest: Sipatlft lUll Tide ElCDC No. C-tl' (2OO2.lWtlm) Onp.uy,........... joiII clfcH-. oISIft1J AllCAliIlll of AIDIftI. 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FOIllNFORMAll0N ONLY - Name, Address aDd TcJcphone SUftIty AFDCY or Broker OwDl:r"s:;" live (enameer or other Plrty) "', _15-2 POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY PO BOX 19725, IRVINE, CA 92623 (949) 263-3300 www.JnscoDico.com KNOW ALL MEN BY THESE PRESENTS, that except as expressly limited, DEVELOPERS SURETY AND INDEMNITY COMPANY does hereby make, constitute and appoint: *** Kelly L. Tenold, Spencer Fred Thomas, early Nield, Janya Ballenger, Ryan Elliott, jointly or severally*** as its true and lawful Attorney(s)-in-Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporation as surety, bonds, undertakings and contracts of suretyship giving and granting unto said Attorney(s)-in-Fact full power and authority to do and to perform every act necessary, requisite or proper to be done in connection therewith as the corporation could do, but reserving to the corporation full power of substitution and revocation, and all of the acts of said Attorney(s)-in-Fact, pursuant to these presents, are hereby ratified and confirmed. This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolution adopted by the Board of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY effective as of November I, 2000: RESOLVED, that the Chairman of the Board, the President and any Vice President of the corporation be, and that each of them hereby is, authorized to execute Powers of Attorney, qualifYing the Attorney(s)-in-Fact named in the Powers of Attorney to execute, on behalf of the corporation, bonds, undertakings and contracts of suretyship; and that the Secretary or any Assistant Secretary of the corporation be, and each of them hereby is, authorized to attest the execution of any such Power of Attorney; RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with respect to any bond, undertaking or contract of suretyship to which it is attached. IN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY has caused these presents to be signed by its respective Executive Vice President and attested by its Secretary this 1st day of February, 2005. o~ ........U.,"f ~'\";~ AND l ;"'1#" ...........~.f(;,. ..,,,"IIIIIII...:t'b(C.:'.t,,....,, l~ ....ov.-POIti;....... \ f", /r:.. (C'\~\ = tt: : OCT. .. -<: ~~t 10 io~ \~\ 1936 lii \~ ~.".....I OW" .........';4. "b~1 "';'~O ....i..in...... 'r-..it......~ '1';1,# * ~..",..tt 4'II''''lIltI''''' By: David H. Rhodes, Executive Vice-President By Ah~ Walter A. Crowell, Secretary STATE OF CALIFORNIA ) )SS. ) COUNTY OF ORANGE On February I, 2005, before me, Nita G. Hiffineyer, personally appeared David H. Rhodes and Walter A. Crowell, personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their authorized capacities, and that by their signatures on the instrument the entity upon behalf of which the persons acted, executed the instrument. WITNESS my hand and official seal Ife" " . . . ~~~~~=R" II NOWtV PUIlIJC CAUFORNlA ORANGE COUNTY ~ 99 . . ~~~.~~..10:~t sWm-~4-~ CERTIFICATE The undersigned, as Executive Vice-President, of DEVELOPERS SURETY AND INDEMNITY COMPANY, does hereby certify that the foregoing Power of Attorney remains in full force and has not been revoked, and furthermore, that the provisions of the resolution of the respective Boards of Directors of said corporation set forth in the Power of Attorney, is in force as of the date of this Certificate. This Certificate is executed in the City of Irvine, California, the 9TH day of JULY 2007 ByC])~~ ID-1438 (DSI) (Rev. 2/05) I I I I I I I I I I I I I I I I I I CONTRACT DOCUMENTS AND SPECIFICATIONS 2007 Landfill Sewer Service Improvements Prepared for: City of Bozeman Solid Waste Division MAY 2007 Prepared by: Stephanie Reinig, EI QA/QC: Bob Church, PE engineering I I I I I I I I I I I I I I I I I I I Section 00020 00100 00300 00500 00610 00620 00700 00810 Division 01100 01250 01275 01290 01310 01320 T ABLE OF CONTENTS DIVISION 0 - BIDDING AND CONTRACTING REQUIREMENTS Title _ITI1'SECaON Invitation to Bid Instructions to Bidders '.."."""'. .riii....'^;x'.,1 riNm."'. . XT lfiBLLw.~ S:mUaIO]~i Bid Form Bid Bond Form (EJCDC No. C-430, 2002) \IIIITI1',..SEcm:tOM:' Agreement Form Performance Bond (EJCDC No. C-61O, 2002) Payment Bond (EJCDC No. C-6l5, 2002) BLUE SI1CT:t~ Standard General Conditions (EJCDC No. C-700, 2002) Supplementary Conditions to the General Conditions (Montana Public Works Standard Specifications) \IIII,.,SE~.Q.W' Notice of Award (EJCDC No. C-51O, 2002) Notice to Proceed (EJCDC No. C-550, 2002) Change Order (EJCDC No. C-941, 2002) Work Change Directive (EJCDC No. C-940, 2002) Progress Pay Estimate Certificate of Substantial Completion (EJCDC No. C-625, 2002) lIIN.WEedIJN .... Wage Rates OOLD;'SECT~ Special Provisions DIVISION 1 - GENERAL REQUIREMENTS Title Summary Contract Modification Procedures Measurement and Payment Payment Procedures Project Management and Coordination Construction Progress Documentation I I I I I I I I I I I I I I I I I I I 01330 01400 01420 01600 01700 01770 Section 0221A 02221 02230 02237 02320 02536 02730A 02730 02925 02951 Section 16055 Submittal Procedures Quality Requirements References Product Requirements Execution Requirements Closeout Procedures DIVISION 2 - SITE CONSTRUCTION Title Trench Excavation and Backfill for Pipelines & Appurtenant Structures Trench Excavation and Backfill for Pipelines & Appurtenant Structures* Site Clearing Site Preparation Sitework Excavation, Embankment & Compaction Grinder Pump Station Sanitary Sewer Collection System Sanitary Sewer Collection System* Seeding Pavement Removal and Replacement DIVISION 16 - ELECTRICAL Title General Electrical Requirements * Montana Public Works Standard Specifications, Fifth Edition, March 2003. APPENDIX A - MPWSS STANDARD DRAWINGS Drawim! No. Title 02221-1 Typical Utility Trench Details 02720-3 Sanitary Sewer and Strom Drain Manhole 02720-5 48" (122 cm) Standard Manhole Showing Two Types of Cone Sections 02720-6 Precast Manhole Bases 02720-7 Typical Manhole Channel Details 02720-8 Standard Cast Iron Cover 02720-9 Standard 24" (61 cm) Cast Iron Ring Manhole Frame 02730-1 Nomograph for Air Testing Gravity Sewer Mains PA0908POl Model 2010, Detail Sheet P Al333PO I Grinder Pump Station Service Lateral Detail APPENDIX B - PROJECT PLANS I I I I I I I I I I I I I I I I I I I ...~-~...-.. I" ~ , INVITATION TO BID I I I I I I I I I I I I I I I I I I I INVIT A TION TO BID Separate sealed bids for construction of the City of Bozeman Landfill Sewer Service Improvements will be received by City of Bozeman, Montana at the office ofthe Clerk of Commission at the City HalL 411 East Main S1.. P.O. Box 1230, Bozeman, MT 59771 until 1 :00 p.m. local time on June 5, 2007. The bids will be publicly opened and read aloud at 1 :00 p.m., on June 5, 2007, in the above- mentioned building. The project consists of: Installing a 6" gravity line, a sewage grinder pump, and service line via a pressure service and 4" gravity service to connect to the City of Bozeman wastewater collection system . The contract documents, consisting of half size Drawings and Project Manual, may be examined or obtained at the office of Great West Engineering, Inc., located at 203011 th Avenue, PO Box 4817, Helena MT 59604, Phone (406) 449-8627 in accordance with Article 2.01 of Instructions to Bidders. Required deposit is $75.00 per set, which is not refundable. In addition, the Drawings and Project Manual may also be examined at the following locations: Great Falls Builders Exchange Montana Contractors Association (Helena) Bozeman Plan Library Billings Plan Exchange There will be a Pre-Bid Conference at the project site located at the City landfill equipment building on StOry Mill Road at 1 :30 p.m. on May 23,2007. Interested CONTRACTORS are encouraged to attend. CONTRACTORS and any of the CONTRACTORS' subcontractors doing work on this project will be required to obtain registration with the Montana Department of Labor and Industry (DLI) prior to bidding this project. Forms for registration are available from the Department of Labor and Industry, PO Box 8011, 1805 Prospect, Helena MT 59604-8011. Information on registration can be obtained by calling (406) 444-7734. No bids will be considered that do not Carry the CONTRACTOR'S Registration Number on the bid and on the envelope containing the bid. All laborers and mechanics employed by CONTRACTORS or subcontractors in performance of the construction work shall be paid wages at rates as required by the Montana Prevailing Wage Law. The CONTRACTOR must ensure that employees and applicants for employment are not discriminated against because oftheir race, color, religion, sex or national origin. Each bid or proposal must be accompanied by a Certified Check, Cashier's Check, or Bid Bond payable to the City of Bozeman, in an amount not less than ten percent (10%) ofthe total amount of the bid. Successful BIDDERS shall furnish an approved Perfonnance Bond and a Labor and Materials Payment Bond, each in the amount of one hundred percent (100%) of the contract amount. Insurance, as required, shall be provided by the successful BIDDER(s) and a certificate(s) ofthat insurance shall be provided. No bid may be withdrawn after the scheduled time tor the public opening of bids. Invitation to Bid 00020-1 The right is reserved to reject any or all proposals received, to waive informalities, to postpone the award of the contract for a period not to exceed sixty (60) days, and to accept the lowest responsive and responsible bid that is in the best interest of the OWNER. The City of Bozeman is an Equal Opportunity Employer. Please publish on: May 13,2007 May 20, 2007 May 27,2007 City of Bozeman Landfill-Mr. Steve Johnson City of Bozeman Solid Waste Manager (Title) Invitation to Bid 00020-2 I I I I I I I I I I I I I I I I I I I - -.- -. I I I I I INSTRUCTIONS TO BIDDERS I I I I I I I I I I I I I I .-.- ..-.. -.- .- . "... I I I I I I I I I I I I I I I I I I I SECTION 00100 INSTRUCTIONS TO BIDDERS ARTICLE 1 - DEFINED TERMS 1.01 Terms used in these Instructions to Bidders will have the meanings indicated in the General Conditions and the Supplementary Conditions. Additional terms used in these Instructions To Bidders have the meanings indicated below, which are applicable to both the singular and plural thereof: A. "Bidder" - The individual or entity who submits a Bid directly to OWNER. B. "Issuing Office" - The office from which the Bidding Documents are to be issued and where the bidding procedures are to be administered. C. "Successful Bidder" - The lowest responsible Bidder submitting a responsive Bid to whom OWNER (on the basis of OWNER's evaluations as hereinafter provided) makes an award. ARTICLE 2 - COPIES OF BIDDING DOCUMENTS 2.01 Complete sets ofthe Bidding Documents in the number and for the deposit sum, if any, stated in the Invitation to Bid may be obtained from the Issuing Office. The deposit will not be refunded. 2.02 Complete sets of Bidding Documents must be used in preparing Bids; neither OWNER nor ENGINEER assume any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Bidding Documents. 2.03 OWNER and ENGINEER in making copies of Bidding Documents available on the above terms do so only for the purpose of obtaining Bids on the Work and do not confer a license or grant for any other use. 2.04 The Contractor to whom a contract is awarded will be furnished, without cost to him, six copies of the Specifications and five sets of Drawings, together with all Addenda thereto. Additional copies of Specifications and Drawings may be obtained from the Engineer by the Contractor awarded the contract only on the following basis: Full or partial sets of Drawings Each book of Specifications $2.50 per sheet $75.00 ARTICLE 3 - QUALIFICATION OF BIDDERS 3.01 To demonstrate Bidder's qualifications to perform the Work, within five (5) days of OWNER's request, Bidder shall submit written evidence, such as financial data, previous experience Instructions to Bidders 00100-1 in performing comparable work, present commitments and other such data as may be called for in the Special Provisions. In determining the lowest responsible bid, the following elements will be considered: whether the BIDDER involved (a) maintains a permanent place of business; (b) has adequate plant and equipment to do the work properly and expeditiously; (c) has a suitable financial status to meet obligations incident to the work; and (d) has appropriate technical experience. Each BIDDER may be required to show that former work performed by him has been handled in such a manner that there are no just or proper claims pending against such work. No BIDDER will be acceptable ifhe is engaged on any other work that impairs his ability to finance his contract. The BIDDER shall demonstrate his ability by meeting all requirements herein stipulated, if asked for them. ARTICLE 4 - EXAMINA TJON OF BIDDING DOCUMENTS, OTHER RELATED DATA AND SITE 4.01 Subsurface and Physical Conditions A. The Special Provisions identify: 1. Those reports of explorations and tests of subsurface conditions at or contiguous to the Site that ENGINEER has used in preparing the Bidding Documents. 2. Those drawings of physical conditions in or relating to existing surface and subsurface structures at or contiguous to the Site (except Underground Facilities) that ENGINEER has used in preparing the Bidding Documents. B. Copies of reports and drawings referenced in paragraph 4.01.A will be made available by OWNER to any Bidder upon request. Those reports and drawings are not part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in paragraph 4.02 of the General Conditions has been identified and established in paragraph 4.02 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any "technical data" or any other data, interpretations, opinions, or information contained in such reports or shown or indicated in such drawings. 4.02 Underground Facilities A. Information and data shown or indicated in the Bidding Documents with respect to existing Underground Facilities at or contiguous to the Site is based upon information and data furnished to OWNER and ENGINEER by owners of such Underground Facilities, including OWNER, or others. OWNER and ENGINEER do not assume responsibility for the accuracy or completeness thereof unless expressly provided otherwise elsewhere. Instructions to Bidders 00 I 00-2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4.03 Hazardous Environmental Condition A. The Special Provisions identify those reports and drawings relating to a Hazardous Environmental Condition identified at the Site, if any, that ENGINEER has used in preparing the Bidding Documents. B. Copies of reports and drawings referenced in paragraph 4.03.A will be made available by OWNER to any Bidder upon request. Those reports and drawings are not part of the Contract Documents, but the "technical data" contained therein upon which Bidder is entitled to rely as provided in the Special Provisions has been identified and established in paragraph 4.06 of the Supplementary Conditions. Bidder is responsible for any interpretation or conclusion Bidder draws from any "technical data" or any other data, interpretations, opinions, or information contained in such reports or shown or indicated in such drawings. 4.04 Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to subsurface conditions, Underground Facilities and other physical conditions, and possible changes in the Bidding Documents due to differing or unanticipated conditions appear in paragraphs 4.02, 4.03, and 4.04 of the General Conditions. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders with respect to a Hazardous Environmental Condition at the Site, if any, and possible changes in the Contract Documents due to any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work appear in paragraph 4.06 of the General Conditions. 4.05 Upon request, OWNER will provide Bidder access to the site to conduct such examinations, investigations, explorations, tests, and studies as Bidder deems necessary for submission of a Bid. Bidder shall fill and compact all holes and clean up and restore the Site to its former condition upon completion of such explorations, investigations, tests, and studies. 4.06 Reference is made to the Special Provisions for the identification of the general nature of other work that is to be performed at the Site by OWNER or others (such as utilities and other prime contractors) that relates to the Work for which a Bid is to be submitted. On request, OWNER will provide to each bidder for examination access to or copies of Contract Documents (other than portions thereof related to price) for such work. 4.07 It is the responsibility of each Bidder before submitting a Bid to: A. Examine and carefully study the Bidding Documents including any Addenda and the other related data identified in the Bidding Documents; B. Visit the site and become familiar with and satisfy Bidder as to the general, local, and Site conditions that may affect cost, proh'fess, and performance of the Work; including but not limited to those general and local conditions affecting transportation, disposal, handling and storage facilities, availability oflabor, water, Instructions to Bidder$ 00100-3 c. D. power, roads, climactic conditions and seasons, physical conditions at the work Sites and project area as a whole, job site topography and ground conditions, equipment and facilities needed preliminary to and during work prosecution, Become familiar with and satisfy Bidder as to all Federal, State and Local Laws and Regulations that may affect cost, progress, or performance of the Work; Carefully study all reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except underground Facilities) which have been identified in the Special Provisions as provided in paragraph 4.02 of the General Conditions, and carefully study all reports and drawings of a Hazardous Environmental Condition, if any, at the Site which have been identified in the Special Provisions as provided in paragraph 4.06 of the General Conditions; E. Obtain and carefully study (or assume responsibility for doing so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction expressly required by the Bidding Documents, and safety precautions and programs incident thereto; F. Agree at the time of submitting its bid that no further examinations, investigations, exploration, tests, studies or data are necessary for the determination of its Bid for performance of the Work at the price bid and within the times and in accordance with the other terms and conditions of the Bidding Documents; G. Become aware of the general nature of the work to be performed by OWNER and others at the Site that relates to the Work as indicted in the Bidding Documents; H. Correlate the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents; 1. Promptly give ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder discovers in the Bidding Documents and confirm that the written resolution thereof by ENGINEER is acceptable to the Bidders; and J. Determine that the Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work. Instructions to Bidders 00 I 00-4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 4.08 The submission of a Bid will constitute an incontrovertible representation by Bidder that Bidder has complied with every requirement of this Article 4, that without exception the Bid is premised upon performing and furnishing the Work required by the Bidding Documents and applying any specific means, methods, techniques, sequences or procedures of construction that may be shown or indicated or expressly required by the Bidding Documents, that Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, and discrepancies that Bidder has discovered in Bidding Documents and the written resolutions thereof by ENGINEER are generally sufficient to indicate and convey understanding of all terms and conditions for perfonuing and furnishing the Wark. ARTICLE 5 - PRE-BID CONFERENCE 5.01 A pre-Bid conference will be held at the time and place listed in the Invitation To Bid. Representatives of OWNER and ENGINEER will be present to discuss the project. Bidders are encouraged to attend and participate in the conference. ENGINEER will transmit to all prospective bidders of record such addenda as ENGINEER considers necessary in response to questions arising at the conference. Oral statements may not be relied upon and will not be binding or legally effective. ARTICLE 6 - SITE AND OTHER AREAS 6.01 The Site is identified in the Bidding Documents. All additional lands and access thereto required for temporary construction facilities, construction equipment, or storage of materials and equipment to be incorporated in the Work are to be obtained and paid for by CONTRACTOR. Easements for permanent structures or pennanent changes in existing facilities are to be obtained and paid for by OWNER unless otherwise provided in the Bidding Documents. ARTICLE 7 - INTERPRET A TIONS AND ADDENDA 7.0 I All questions about the meaning or intent of the Bidding Documents are to be submitted to ENGINEER in writing. Interpretations or clarifications considered necessary by ENGINEER in response to such questions will be issued by Addenda mailed or delivered to all parties recorded by ENGINEER as having received the Bidding Documents. Questions received less than ten (10) days prior to the date for opening of Bids may not be answered. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. 7.02 Addenda may be issued to clarify, correct or change the Bidding Documents as deemed advisable by OWNER or ENGINEER. 7.03 Any addenda issued during the time of bidding, or forming a part of the Contract Documents loaned to the Bidder for the preparation of his proposal, shall be covered in the Bid and shall be made a part of the Agreement. Receipt of each addendum shall be acknowledged in the Bid. Any Bid in which all issued addenda are not acknowledged may be considered incomplete. Instructions to Bidders 00 I 00-5 ARTICLE 8 - BID SECURITY 8.01 A Bid must be accompanied by Bid Security made payable to OWNER in an amount often percent (10%) of Bidder's maximum Bid price and in the form of cash, a cashier's check, certified check, bank money order, or bank draft, in any case drawn and issued by a national banking association located in Montana or by any banking corporation incorporated under the laws of Montana; or a Bid Bond (on a form attached if a form is prescribed) issued by a surety authorized to do business in Montana meeting the requirements of Paragraphs 5.01 and 5.02 of the General Conditions. Bid Bonds shall be countersigned by a Resident Montana Agent. 8.02 The Bid Security of the Successful BIDDER will be retained until such BIDDER has executed the Contract Documents and furnished the required contract security and met the other conditions of the Notice of Award, whereupon the Bid security will be returned. If the Successful Bidder fails to execute and deliver the Contract Documents and furnish the required contract security within fifteen (15) days after the Notice of Award, OWNER may annul the Notice of Award and the Bid Security of that Bidder will be forfeited. The Bid Security of other Bidders whom OWNER believes to have a reasonable chance of receiving the award may be retained by OWNER until the earlier of (7) seven days after the Effective Date of the Agreement or (61) sixty-one days after the Bid opening, whereupon Bid Security furnished by such Bidders will be returned. 8.03 Bid security of other Bidders whom OWNER believes do not have a reasonable chance of receiving the award will be returned within seven days after Bid opening. ARTICLE 9 - CONTRACT TIMES 9.01 The number of days within which, or the dates by which, the Work is to be (a) Substantially Completed and (b) also completed and ready for final payment are set forth in the Agreement. ARTICLE 10 - LIQUIDATED DAMAGES 10.01 Provisions for liquidated damages, if any, are set forth in the Agreement. ARTICLE 11 - SUBSTITUTE AND "OR-EQUAL" ITEMS 11.01 The Contract, if awarded, will be on the basis of materials and equipment specified or described in the Bidding Documents without consideration of possible substitute or "or-equal" items. If the Contractor bases his bid on substitute or "or-equal" items, he does so entirely at his own risk. Whenever it is indicted in the Bidding Documents that a substitute or "or equal" item of material or equipment may be furnished or used by CONTRACTOR if acceptable to ENGINEER, application for such acceptance will not be considered by ENGINEER until after the Effective Date of the Agreement. The procedure for submission of any such application by CONTRACTOR and consideration by ENGINEER is set forth in Paragraphs 6.05 ofthe General Conditions and may be supplemented in the General Requirements or Special Provisions. InstructionH to Bidders 00 100-6 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ARTICLE 12 - SUBCONTRACTORS, SUPPLIERS AND OTHERS 12.01 The apparent Successful Bidder, and any other Bidder so requested, shall within five (5) days after Bid opening submit to ENGINEER a list of all such Subcontractors, Suppliers, individuals or entities proposed for the Work. Such list shall be accompanied by an experience statement with pertinent information regarding similar projects and other evidence of qualification for each such Subcontractor, Supplier, individual, or entity if requested by OWNER. If OWNER or ENGINEER after due investigation has reasonable objection to any proposed Subcontractor, Supplier, individual or entity, OWNER may, before the Notice of Award is given, request apparent Successful Bidder to submit a substitute, without an increase in the Bid. 12.02 lfthe apparent Successful BIDDER declines to make any such substitution, the OWNER may determine such Bidder to be no~-responsive and reject the Bid. Declining to make requested substitution will not constitute grounds for forfeiture of the Bid Security of any Bidder. Any Subcontractor, Supplier, individual or entity so listed and against which OWNER and EN GINEER makes no written objection prior to the giving of the Notice of A ward will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the Effective Date of the Agreement as provided in Paragraph 6.06 of the General Conditions. 12.03 CONTRACTOR shall not be required to employ any Subcontractor, Supplier, individual, or entity against whom CONTRACTOR has reasonable objection. ARTICLE 13 - PREPARATION OF BID 13.01 The Bid Form is included with the Bidding Documents; additional copies may be obtained from the ENGINEER. Bids shall be strictly in accordance with the prescribed form. Any modifications thereof or deviations therefrom may be considered as sufficient cause for rejection. Bids carrying riders or qualifications to the Bid being submitted may be rejected as irregular. 13 .02 All blanks on the Bid Form shall be completed by printing in ink or by typewriter and the Bid signed. A Bid price shall be indicated for each Bid item listed therein. 13.03 Bids by a corporation must be executed in the corporate name by the president or a vice- president or other corporate officer who is authorized to bind the corporation, and the corporate seal shall be affixed and attested by the secretary or an assistant secretary. The corporate address and state of incorporation must be shown below the signature. The Bid of a corporation which is signed by a person other than a corporate officer must be accompanied by a Power of Attorney showing that person's authority. 13.04 A bid by a partnership shall be executed in the partnership name and signed by a partner, whose title must appear under the signature and the official address of the partnership must be shown below the signature. Instructions to Bidders 00100-7 Instructions to Bidders 00] 00-8 I I I I I I I I I I I I I I I I I I I . 13.05 A Bid by a limited liability company shall be executed in the name ofthe firm by a member and accompanied by evidence of authority to sign. The state of formation of the firm and the official address of the firm must be shown below the signature. 13.06 A Bid by an individual shall show the Bidder's name and official address. 13.07 A Bid by a joint venture shall be executed by each joint venturer in the manner indicated on the Bid form. The official address of the joint venture must be shown below the signature. 13.08 All signatures are to be in ink and names must be typed or printed below the signature. The title of the person(s) executing the Bid shaIl be clearly indicated beneath the signature. 13.09 The Bid shall contain an acknowledgment of receipt of all Addenda (the numbers of which must be filled in on the Bid Form). Bids in which all issued addenda are not acknowledged may be considered incomplete. 13.10 The address and telephone number for communications regarding the Bid must be shown. 13.11 Current Montana Contractor's registration number must be shown. ARTICLE 14 - BASIS OF BID; EV ALVA TION OF BIDS 14.01 Bids. A. Bidders shall submit a Bid on a unit price and/or lump sum basis for each item of Work listed in the Bid schedule as provided in the Bid form. The Bid will not be considered unless the Bid Form is complete, containing all Unit Prices or lump sum prices as shown on the Bid Form, and Bids and totals are shown legibly in their proper locations. The total amount ofthe Bid shaIl be legibly written and numerically presented in the proper places and the Bid Form shall be manually signed. B. The total of all estimated prices will be determined as the sum of the products of the estimated quantity of each item and the unit price Bid for the item. The final quantities and Contract Price will be determined in accordance with paragraph 11.03 of the General Conditions. C. Discrepancies between the multiplication of units of Work and unit price will be resol ved in favor of the unit prices. Discrepancies between the indicated sum of any column of fi&rures and the correct sum thereof will be resolved in favor ofthe correct sum. Discrepancies between words and figures will be resolved in favor of the words. ARTICLE 15 - SUBMITTAL OF BID 15.01 Each prospective Bidder is furnished one copy of the Bidding Documents. The Bid form is to be completed and submitted with the Bid security along with additional documents, if any, as I I I I I I I I I I I I I I I I I I I identified in the Special Provisions. The Bid Form shall not be removed from this book. The entire document shall be submitted as a bid. 15.02 A Bid shall be submitted no later than the date and time prescribed and at the place indicated in the Invitation to Bid and shall be enclosed in an opaque sealed envelope, plainly marked with the Project title (and, if applicable, the designated portion of the Project for which the bid is submitted), the name and address of Bidder, and shall be accompanied by the Bid Security and other required documents. If a Bid is sent by mail or other delivery system, the sealed envelope containing the Bid shall be enclosed in a separate envelope plainly marked on the outside with the notation "BID ENCLOSED". A mailed bid shall be addressed to the address shown in the Invitation To Bid. 15.03 A. The Bid will not be considered unless accompanied by proper Bid Security in accordance with Article 8 of these Instructions to Bidders. B. Alternative Bids will not be considered unless called for. C. Bids or bid modifications by telephone, telegraph, fax or other telecommunication systems will not be considered. ARTICLE 16 - MODIFICATION AND WITHDRAWAL OF BIDS 16.01 Bids may be modified or withdrawn by an appropriate document duly executed in the manner that a Bid must be executed and delivered to the place where Bids are to be submitted prior to the date and time for the opening of Bids as caIIed for in the Invitation to Bid. Requests for modification or withdrawal must be written and must be signed in the same manner and by the same person(s) who signed the Bid. 16.02 If, within twenty-four hours after Bids are opened any Bidder files a duly signed written notice with OWNER and promptly thereafter demonstrates to the reasonable satisfaction of OWNER that there was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its Bid and the Bid security will be returned. Thereafter, if the Work is rebid or negotiated, that Bidder will be disqualified from further bidding on the Work. ARTICLE 17 - OPENING OF BIDS 17.01 Bids will be opened at the time set for opening in the Invitation to Bid and, unless obviously non-responsive, read aloud publicly. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders after the opening of Bids. ARTICLE 18 - BIDS TO REMAIN SUBJECT TO ACCEPTANCE 18.01 All bids will remain subject to acceptance for sixty (60) days after the day ofthe Bid opening, but OWNER may, in its sole discretion, release any Bid and return the Bid security prior to the end of this period. ' Instructions to Bidders 001 00-9 ARTICLE 19 - A WARD OF CONTRACT 19.01 . OWNER reserves the right to reject any and all Bids, including without limitation, nonconforming, nonresponsive, unbalanced or conditional Bids. OWNER further reserves the right to reject the Bid of any Bidder whom it finds, after reasonable inquiry and evaluation, to be non- responsible. OWNER also reserves the right to waive all informalities not involving price, time or changes in the Work and to negotiate contract terms with the Successful Bidder. OWNER reserves the ri,ght to reject the Bid of any Bidder if OWNER believes it would not be in the best interest ofthe Project to make an award to that Bidder whether because Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. 19.02 More than one Bid for the same Work from an individual or entity under the same or different names will not be considered. Reasonable grounds for believing that any Bidder has an interest in more than one Bid for the Work may be cause for disqualification of the Bidder and the rejection of all Bids in which that bidder has an interest. 19.03 In evaluating Bids, OWNER will consider whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data, as may be requested in the Bid Form or prior to the Notice To Proceed. 19.04 In evaluating Bidders, OWNER will consider the qualifications of Bidders and may consider the qualifications and experience of Subcontractors, Suppliers, and other individuals or entities proposed for those portions of the Work for which the identity of Subcontractors, Suppliers, and other individuals or entities must be submitted as provided in the Special Provisions. 19.05 OWNER may conduct such investigations as OWNER deems necessary to establish the responsibility, qualifications and financial ability of Bidders, proposed Subcontractors, Suppliers, individuals or entities to perform the Work in accordance with the Contract Documents. 19.06 If the Contract is to be awarded, OWNER will award the Contract to the responsible bidder whose Bid, conforming with all material terms and conditions ofthe Bidding Documents, is lowest price, in the best interest of the Project, and other factors considered. The Bid Award will be based on the lowest Total Base Bid. The OWNER reserves the right to accept or reject the Bids, or portions of Bids if denoted in the Bid as separate schedules, and to award more than one Bid or schedule for the same Bid if any of the aforementioned combination of Bids or schedules will be in the best interest of the OWNER. The OWNER reserves the right to cancel the award of any Agreement at any time before the complete execution of said Agreement by all parties without any liability against the OWNER. ARTICLE 20 - CONTRACT SECURITY 20.01 Article 5 ofthe General Conditions, as may be modified by the Supplementary Conditions, sets forth OWNER's requirements as to performance Bond, payment Bond, and certificates of insurance. When the Successful Bidder delivers the executed Af,'feement to OWNER, it must be accompanied by such Bonds and insurance. Instructions to Bidders 00100-10 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ARTICLE 21 - SIGNING OF AGREEMENT 21.01 When OWNER gives a Notice of Award to the Successful Bidder, it shall be accompanied by the required number of unsigned counterparts ofthe Agreement with the other Contract Documents which are identified in the Agreement as attached thereto. Within fifteen (15) days thereafter, Successful Bidder shall sign and deliver at least three (3) counterparts of the Agreement and attached documents to OWNER. Within ten (10) days thereafter OWNER shall deliver one fully signed counterpart to Successful Bidder with a complete set of the Drawings with appropriate identification. ARTICLE 22 - STATE LAWS AND REGULATIONS 22.01 All applicable laws, ordinances and the rules and regulations of authorities having jurisdiction over construction ofthe project shall apply to the Contract throughout. State laws and ordinances which the CONTRACTOR must comply with, include but are not limited to, those involving workmen's compensation insurance, contractor registration, and gross receipts tax. 22.02 Construction contractors shall be registered in order to bid this project. Registration shall be per Montana Code Annotated 39-9-201. All subcontractors whose portion of the work is over $2,500 will be required to submit proof of registration with Department of Labor and Industry (DOLI). 22.03 Pursuant to Section 15-50-205, Montana Codes Annotated, the owner is required to withhold one (1) percent of all payments due the Contractor and is required to transmit such monies to the State Board of Equalization as part of the Public Contractor's Fee. In like fashion, the Contractor is required to withhold one (1) percent from payments to subcontractors. Under the statute, these Public Contractor's Fees may be used as credits against income tax and corporation license tax paid or due in Montana. ARTICLE 23 - NOTICE OF EXTENDED PAYMENT PROVISION This contract allows the owner to make payment within thirty (30) days after approval of the contractor's application for payment as detailed in Section 0081O-14.02.C of these contract documents. Instructions to Bidders 00] 00-11 BlD FORM l I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NOTE THE FOLLOWING BID PROPOSAL FORM SHALL NOT BE REMOVED FROM THIS BOOK. THE ENTIRE DOCUMENT SHALL BE SUBMITTED AS A BID. IN ORDER FOR THE BID TO BE VALID, THE FOLLOWING MUST BE COMPLETED AND SUBMITTED BY THE CONTRACTOR ALONG WITH HIS BID: * APPROPRIATE BID SHEETS AND SIGNATURE PAGE * BID BOND THE REMAINING DOCUMENTS WILL BE COMPLETED BY THE SUCCESSFUL CONTRACTOR FOLLOWING THE BID OPENING. I I I I I I I I I I I I I I I I I I I SECTION 00300 BID FORM PROJECT JDENTIFICA TION: City of Bozeman Landfill- Sewer Service hnorovements (Name of Project) Bozeman. Montana (Location) (If~pplicable, Project or portion of Project for which Bid is submitted) "..,. . THIS BID SUBMITTED TO: City of Bozeman. Clerk of Commission (Organization) 411 East Main Street. P.O. Box 1230 (Street; PO Box) Bozeman (City) MT (State) 59771 (Zip Code) 1.01 The undersigned Bidder proposes and agrees if this Bid is accepted, to enter into an Agreement with OWNER in the form included in the Bidding Documents, to perform and furnish all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents. 2.01 Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid, and Instruction to Bidders, including without limitations those dealing with the disposition of Bid Security. This Bid will remain subject to acceptance for sixty (60) days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of OWNER. Bid Form 00300.1 I I I I I I I I I I I I I I I I I I I 3.01 In submitting this Bid, Bidder represents, as set forth in the Agreement, that: A. Bidder has, examined and carefully studied the Bidding Documents, other related data identified in the Bidding Documents, and the following Addenda, receipt of all which is hereby acknowledged the following Addenda: Addendum No. Addendum Date B. Bidder has visited the site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work. C. Bidder is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may affect cost, progress, and performance of the Work. D. Bidder has carefully studied all (1) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the Special Provisions as provided in paragraph 4.02 of the General Conditions, and (2) reports and drawings of a Hazard Environmental Condition, if any, which has been identified in the Special Provisions as provided in paragraph 4.06 of the General Conditions. E. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents to be employed by Bidder, and safety precautions and programs incident thereto. F. Bidder does not consider that any further examinations, investigations, explorations, tests, studies or data are necessary for the determination of this Bid for performance ofthe Work at the price(s) bid and within the times and in accordance with the other terms and conditions of the Bidding Documents. G. Bidder is aware of the general nature of the Work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Bidding Documents. Bid Form 00300-2 I I I I I I I I I I I I I I I I I I I H. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations, explorations, tests, studies and data with the Bidding Documents. 1. Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by ENGINEER is acceptable to Bidder. J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted. ~.Ol ',_ B1.4~er further represents that this Bid is genuine and not made in the interest of or on behalf ofany-UricJj~sed individual or entity and is not submitted in conformity with any agreement or .rules-~iany ~up, as~o,ciation, organization or corporation; Bidder has not directly or indirectly induced'Ol':-so~~ited any other Bidder to submit a false or sham Bid; Bidder has not solicited or inducedaIly. person,fiI1ll or corporation to refrain from bidding; and Bidder has not sought by collusion to obt,ain for itself any advantage over any other Bidder or over OWNER. The BIDDER certifies that no official of the OWNER, ENGINEER or any member of such officials immediate family, has direct or indirect interest in the pecuniary profits or Contracts of the BIDDER. 5.01 The Bidder will complete the Work in accordance with the Contract Documents for the following price(s): Bid Fonn 00300-3 I I CITY OF BOZEMAN LANDFILL I SEWER SERVICE IMPROVEMENTS PROJECT BASE BID SHEETS Bid I Item Unit Quantity Item Unit Price Total Price No. 1. LS LS Mobilization I $ $ 2. LF 680 1 1/4" HDPE DR 7 Pressure I Sewer Service $ $ I 3_ LF 150 4" PVC SDR 35 Sewer Service : . $ $ I 4_ ' LE- 230 6" PVC SDR 35 Sewer Service $ $ I 5_ LF 150 Sewer Service Insulation $ $ I 6_ EA 1 Standard Manhole I $ $ 7_ EA 1 4" Sewer Service Line Cleanout- Traffic Rated I $ $ 8. LF 160 Pavement Removal & Replacement I $ $ 9. LS LS Excavation, & Embankment (Cover Gravity Service) I $ $ 10_ LS LS Grinder Unit & Check Valve with Curb Box I $ $ 11. LS LS Grit Chamber I $ $ 12. HR 4 Exploratory Excavation I $ $ I I Bid Foml 00300-4 I I I I I I I I I I I I I I I I I I I CITY OF BOZEMAN LANDFILL SEWER SERVICE IMPROVEMENTS PROJECT BASE BID SHEETS Bid Item U nit Quantity No. Item U nit Price Total Price TOTAL Bid Price (Base Bid) $ (Figures) TOTAL Estimated Base Bid Price $ (Words) - ~" .: ~ . . . . . Bid Form 00300-5 I I I I I I I I I I I I I I I I I I I Unit Prices have been computed in accordance with paragraph 11.03.B. of the General Conditions. A. Bidder acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all Unit Price Bid items will be based on actual quantities provided, determined as provided in the Contract Documents. B. The undersigned agrees that the unit prices shall govern in checking the Bid, and should a discrepancy exist in the Total Estimated Price and Total Amount of Unit Prices Bid as listed above after extensions are checked and corrections made, if any, the Total Amount of Unit Prices Bid as corrected shall be used in awarding this Contract. C. The OWNER reserves the right to reject any or all bids. 6.01 Bidder agrees that the Work will be substantially completed and ready for final payment in accordance with 14.07 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement. 6.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified above, which shall be stated in the Agreement. 7.01 The following documents are attached to and made a condition of the Bid: A. Required Bid security in the amount of 10% of the maximum Bid price including alternates, if any, and in the form of a Bid Bond identified in the Instructions To Bidders. Bid Form 00300-6 I I I I I I I I I I I I I I I I I I I 8.01 The terms used in this Bid with the initial capital letters have the meanings indicated in the Instructions to Bidders, General Conditions, and the Supplementary Conditions. SUBMITTED on Montana Contractor's Registration # Employer's Tax ill No. If BIDDER is: An Individual: (Name typed or printed) By: (SEAL) (Individual' s Signature) Doing business as: Business Address: Phone No.: Fax No: A Partnership: (Partnership Name) By: (SEAL) (Signature) (Name, typed or printed) Business Address: Phone No.: Fax No: Bid Form 00300-7 I I I I I I I I I I I I I I I I I I I A Corporation: (SEAL) (Corporation Name) State of Incorporation: Type (General Business, Professional, Service, Limited Liability By: Title: Attest: (CORPORATE SEAL) (Signature of Secretary) Business Address: Phone No.: Date of Qualification To Do Business Is: FAX No: A Joint Venture: Each Joint Venture Must Sign Joint Venturer Name: (SEAL) (Name) By: (Signature of Joint Venture Partner) Name: (N arne, printed or typed) Title: Business Address: Phone No.: FAX No: Bid Form 00300-8 I I I I I I I I I I I I I I I I I I I A Joint Venture: Each Joint Venture Must Sign Joint Venturer Name: (SEAQ (Name) By: (Signature of Joint Venture Partner) Name: (Name, printed or typed) Title: Business Address: Phone No.: FAX No: Address of Joint Venture for Receipt of Official Communication: Address: Phone No.: FAX No: (Each Joint Venture must sign. The manner of signing for each individual, partnership and corporation that is a party to the joint venture should be in the manner indicated above.) END OF SECTION 00300 Bid Form 00300-9 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I' PENAL SLTM FORl\,) BID BOND Any singular reterence to Bidder, Surety, Owner, or other party shall be considered plural wnere applicable, BIDDER (Name and Address): SURETY (Name and Address of Principal Place of Business): j/ OWNER (Name and Address): BID Bid Due Date: Project (Brief Descnption Including Location): BOND Bond Number: Dat'" (J-..iot iarer than Bid due dare I Penal sum (Vv ords) (F IgureS) Surety and Bidder, mtendmg to be legally bound hereby, subject to the terms pnnted on the reverse side hereof, do each cause tills Bid Bond to be duly executed on its behalf by its authorized officer, agent, or representative. BIDDER SURETY (Seal ) ( Seal) Bidder's Name and Corporate Seal Surety's Name and Corporate Seal By: Signature and Title By: Signature and Title (Attach Power of Attorney) Attest: Signature and Title Attest: Signature and Title Note: Above addresses are to he used for giving required notice. E./cor NO. (-430 (2001 Edition) 00430-1 1. Bidder and Surety, jointly and severally, bind themselves, their hem, executors, administrators., successors and assigns to pay to Owner upon default of BIdder the penal sum set forth on the face of this Bond. Payment of the penal sum is the extent of Surety's liability. 2. Default of Bidder shall occur upon the failure of Bidder to dellver within the tIme required by the Biddmg Documents (or any extension thereof agreed to in writing by Owner} the executed Agreement required by the Bidding Documents and any performance and payment bonds required by the Biddmg Documents. 3. This obligation shall be null and void if: 3.1. Owner accepts Bidder's Bid and Bidder delivers witlun the time required by the Bidding Documents (or any extension thereof agreed to in ""Titing by Owner) the executed- Agreement required by the Biddmg Documents and any performance and payment bonds reqUlred by the Bidding Documents, or 3.2. All Bids are rejected by Owner, or 3.3. Owner fails to issue a N mice of A ward to Bidder withm the hme specified in the Bidding Documents (or any extension thereof agreed to in ...vriring by Bidder and, If applicable, consented to by Surety when reqUIred by hragraph 5 hereof). .. Payment under this Bond will be ciue and payabie upon default by Bidder arid within 30 calendar ciays after receIpt by Bidder and Surety of "'\lntten notice of defaul1 from Owner, which notIce will be given with reasonable promptness, identifying this Bond and the Project and including a statement of the amount due. 5. Surety waives notice of any and all defenses based on or arising out of any time extension to issue Notice of Award agreed to in writing by Owner and Bidder, provided that the total time for issuing Notice of Award irIcluding extensions shall not In the aggregate exceed 120 days from Bid due date without Surety's written consent. 6_ No suit or action shall be commenced under this Bond prior to 30 calendar days after the notice of default required in Paragraph 4 above IS received by Bidder and Surety and irI no case later than one year after Bid due date. I PENAL SUM FORM 7. Any suit or action under thIS Bond shall be commenced only In a court of competent jUrISdICtIOn located 111 the state in which the Project is located. I S. Notices required hereunder shall be in writing and sent to Bidder and Surety at theIr respective addresses shown on the face of this Bond_ Such notices may be sent by personal delivery, commercial courier, or by United States RegIstered or Certified MaiL return receipt requested, postage pre-paid, and shall be deemed to be effective upon receipt by the;,pany concerned. I I I 9. Surety shall cause to be attached to this Bond a current and effective Power of Attorney evidencing the authority of the officer, agent, or representative who executed thIS Bond on behalf of Surety to execute, seal, and deliver such Bond and bind the Surety thereby. I 10. This Bond IS intended to conform to all applicable statutory requirements. Any applicable requirement of any applicable statute that has been omitted from this Bond shall be deemed to be included herein as if set forth at length. If any provision of this Bond conflIcts with any applIcable statute, then the provision of said statute shall govern and the remainder of thts Bond that is not in conflIct therewith shall continue in full force and effect. I I I 11. The term "Bid" as used herein includes a Bid, offeL or- proposal as apphcable_ I I I I I I I I I EJCDC NO. C-430 (20(12 Edition) OH430- 2 I I I I I I I I I I I I I I I I I I I I AGREEMENT FORM I I I I I I I I I I I I I I I I I I I SECTION 00500 AGREEMENT FORM This Agreement is dated as of the day of in the year 2005, by and between the Citv of Bozeman, hereinafter called "OWNER" and H & H Earthworks, hereinafter called CONTRACTOR. OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows: Article 1. WORK 1.01 CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows: Installation of a 6" gravity line, a sewage grinder pump, and service line via a pressure service and 4" gravity service to connect to the City of Bozeman wastewater collection system. Article 2. THE PROJECT 2.01 The Project for which the Work under the Contract Documents is generally described as follows: Citv of Bozeman Landfill Sewer Service Improvements Article 3. ENGINEER 3.01 The Project has been designed by: GREAT WEST ENGINEERING. Inc., who is hereinafter called ENGINEER and who is to act as OWNER's representative, assume all duties and responsibilities and have the rights and authority assigned to ENGINEER in the Contract Documents in connection with completion of the Work in accordance with the Contract Documents. Article 4. CONTRACT TIME 4.01 Time of the Essence A. All the time limits for milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract. 4.02 Days to Achieve Substantial Completion A. The Work will be substantially complete within 35 calendar days after the date when the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. Agreement Form 00500-1 I I I I I I I I I I I I I I I I I I I 4.03 Liquidated Damages Article S. A. OWNER and CONTRACTOR recognize that time is of the essence of this Agreement and that the OWNER will suffer financial loss if the Work is not completed within the times specified in Paragraph 4.02 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. The parties also recognize the delays, expense and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER Two Hundred dollars ($200.00) for each day that expires after the time specified in Paragraph 4.02 for Substantial Completion until the Work is substantially complete. CONTRACT PRICE 5.01 OWNER shall pay CONTRACTOR for completion of the Work in accordance with the Contract Documents an amount equal to the sum of the established unit price for each separately identified item of Unit Price Work times the quantity of that item that is constructed and accepted. Unit prices are those listed in the Unit Price Schedule of the Bid Form attached to this Agreement. Estimated quantities used for bidding purposes are not guaranteed, payment will be for actual quantities as determined by ENGINEER in accordance with Article 9.08 of the General Conditions. Unit prices have been computed as provided in Paragraph 11.03 of the General Conditions. Article 6. PAYMENT PROCEDURES 6.01 Submittal and Processing of Payments A. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General Conditions. Applications for Payment will be processed by the ENGINEER as provided in the Contract Documents. 6.02 Progress Payments; Retainage A. OWNER shall make progress payments in accordance with Article 14 of the General Conditions on account of the Contract Price on the basis of CONTRACTOR's Applications for Payment as recommended by ENGINEER, once each month during construction as provided below. All progress payments will be on the basis of the progress of the Work measured by the number of units of each bid item completed times the bid unit price in the Unit Price Schedule of the Bid Form for that item. 1. Prior to Substantial Completion, progress payments will be made in an amount equal to the sum of the unit price items less the percentage indicated below but, in each case, less the aggregate of payments previously made and less such amounts as ENGINEER may determine or OWNER may withhold, in accordance with Paragraph 14.02 of the General Conditions. Agreement Form 00500-2 I I I I I I I I I I I I I I I I I I I a. The OWNER shall retain five percent (5%) of the amount of each payment until final completion and acceptance of all Work covered by the Contract Documents. At any time, however, after the Work has been fifty percent (50%) completed, as determined by ENGINEER, and if the character and progress of the Work have been satisfactory to OWNER and ENGINEER, OWNER on recommendation of ENGINEER, may determine that as long as the character and progress of the Work remain satisfactory to them, there will be no additional retainage on account ofW ork completed in which case the remaining progress payments prior to Substantial Completion will be in an amount equal to 100% of the Work completed. Reduction of retainage is at sole discretion of OWNER. OWNER is not obligated to reduce retainage. b. Retainage will be 5% of materials and equipment not incorporated in the Work (but delivered, suitably stored and accompanied by documentation satisfactory to OWNER as provided in Paragraph 14.2 ofthe General Conditions). 2. Upon Substantial Completion and at the OWNER'S discretion, the amount of retainage may be further reduced if requested by the CONTRACTOR. 6.03 Final Payment Upon final completion and acceptance of the Work in accordance with Paragraph 14.07 of the General Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said Paragraph 14.07. Article 7. INTEREST 7.01 All moneys not paid when due as provided in Article 14 of the General Conditions shall bear interest at the maximum rate allowed by law at the place of the Project. Article 8. CONTRACTOR'S REPRESENTATION 8.01 In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: A. CONTRACTOR has examined and carefully studied the Contract Documents (including all Addenda listed in Paragraph 9) and the other related data identified in the Bidding Documents. B. CONTRACTOR has visited the site and become familiar with and is satisfied as to the general, local and site conditions that may affect cost, progress, performance or furnishing of the Work. Agreement Form 00500-3 ___.__.m......_ I I C. CONTRACTOR is familiar with and is satisfied as to all federal, state and local I Laws and Regulations that may affect cost, progress, performance and furnishing of the Work. I D. CONTRACTOR has carefully studied all: (1) reports of explorations and tests of subsurface conditions at or contiguous to the site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous I to the site (except Underground Facilities) which have been identified in the Special Provisions as provided in Paragraph 4.02 of the General Conditions and (2) reports and drawings of a Hazardous Environmental Condition, if any, at the Site which has I been identified in the Special Provisions as provided in Paragraph 4.06 of the General Conditions. CONTRACTOR acknowledges that such reports and drawings are not Contract Documents and may not be complete for CONTRACTOR's purposes. I CONTRACTOR acknowledges that OWNER and ENGINEER do not assume responsibility for the accuracy or completeness of information and data shown or indicated in the Contract Documents with respect to Underground Facilities at or I contiguous to the site. E. CONTRACTOR has obtained and carefully studied (or assumes responsibility for I having done so) all such additional supplementary examinations, investigations, explorations, tests, studies and data concerning conditions (surface, subsurface and I Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work or which relate to any aspect of the means, methods, techniques, sequences and procedures of construction to be I employed by CONTRACTOR including applying the specific means, methods, techniques, sequences and procedures of construction, if any, expressly required by the Contract Documents to be employed by the CONTRACTOR, and safety I precautions and programs incident thereto. F. CONTRACTOR does not consider that any additional examinations, investigations, I explorations, tests, studies or data are necessary for the performance and furnishing of the Work at the Contract Price, within the Contract Times and in accordance with the other terms and conditions of the Contract Documents. I G. CONTRACTOR is aware ofthe general nature of Work to be performed by OWNER and others at the site that relates to the Work as indicated in the Contract Documents. I H. CONTRACTOR has correlated the information known to CONTRACTOR, I information and observations obtained from visits to the site, reports and drawings identified in the Contract Documents and all additional examinations, investigations, explorations, tests, studies and data with the Contract Documents. I I. CONTRACTOR has given ENGINEER written notice of all conflicts, errors, ambiguities or discrepancies that CONTRACTOR has discovered in the Contract I Documents and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. I Agreement Form 00500-4 .__..u.._..-.. I I I I I I I I I I I I I I I I I I I J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. Article 9. CONTRACT DOCUMENTS 9.01 Contents A. The Contract Documents consist of the following: 1. This Agreement (Pages 1 to 7, inclusive); 2. Performance Bond (pages 1 to 2, inclusive); 3. Payment Bond (pages 1 to 2, inclusive); 4. Other Bonds (pages 1 to 2, inclusive); a. Bid Bond (pages 1 to 2, inclusive); 5. Standard General Conditions of the Construction Contract (pages 1 to 40, inclusive); 6. Supplementary Conditions to the General Conditions (pages 1 to 12, inclusive); 7. Montana 2005 Heavy Construction Prevailing Wage Book (pages I-18m inclusive); 8. Special Provisions (pages 1 to 8, inclusive); 9. Specifications as listed in the table of contents ofthe Project Manual; 10. Addendum #1 - City of Bozeman Landfill Sewer Improvements Project. (pages 1-2, inclusive); 11. Drawings consisting of a cover sheet and sheets numbered 1 through 2 with each sheet bearing the following general title: City of Bozeman Landfill Sewer Improvements Project. 12. Exhibits to this Agreement (enumerated as follows): a. Notice To Proceed (pages 1 to 1, inclusive); b. CONTRACTOR's Bid (pages 1 to 11, inclusive); c. Documentation submitted by CONTRACTOR prior to Notice of Award; None. 13. The following, which may be delivered or issued on or after the Effective Date of the Agreement and are not attached hereto: a. Written Amendments; b. Work Change Directives; c. Change Order(s). B. The documents listed in Paragraph 9.01.A. are attached to this Agreement (except as expressly noted otherwise above). C. There are no Contract Documents other than those listed above in this Article 9. D. The Contract Documents may only be amended, modified or supplemented as provided in Paragraphs 3.04 ofthe General Conditions. Agreement Form 00500-5 I I I I I I I I I I I I I I I I I I I Article 10. MISCELLANEOUS 10.01 Terms A. Terms used in this Agreement, which are defined in Article 1 of the General Conditions, will have the meanings indicated in the General Conditions. 10.02 Assignment of Contract A. No assignment by a party hereto of any rights under or interests in the Contract Documents will be binding on another party hereto without the written consent of the party sought to be bound; and specifically, but without limitation, moneys that may come due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents. 10.03 Successors and Assigns A. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns and legal representatives to the other party hereto, its partners, successors, assigns and legal representatives in respect of all covenants, agreements and obligations contained in the Contract Documents. 10.04 Severability A. Any provision of part of the Contract Documents held to be void or unenforceable under and Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed 6 copies of Agreement. Three counterparts have been delivered to OWNER, two to CONTRACTOR and one to ENGINEER. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or by ENGINEER on their behalf. This Agreement will be effective on J 1/ ~ :J.(p , f;J{)Of- (which is the effective date of the Agreement). - Agreement Form 00500-6 I I I I I I I I I I I I I I I I I I I OWNER: City of Bozeman C~A/~ . 't ,. BY J5.47,E ~AL)d\ Attest ~~ Address for giving notices: PO Box 1230 Bozeman. MT 59771 Phone No. (406) 582-2320 Fax No. (406) 582-2323 (If OWNER is a public body, attach evidence of authority to sign and resolution or other documents authorizing execution of OWNER- CONTRACTOR Agreement.) END OF SECTION 00500 :,,-,..' ...."'/ CONTRACTOR: - - 6:&11 E~ofks~. .- ~~ --- -:"":"'-... .:....~ --'" -. -..... ..- .~ -- "",,-' BY UQ\~~i) (CORPORATE SEAL) Attest ~ h--- Address for giving notices: PO Box 1441 Belgrade. MT 59714 Phone No. 406-579-0885 Fax No. 406-556-9772 Contractor Registration No. 148829 Agent for service of process: (If CONTRACTOR is a corporation or a partnership, attach evidence of authority to sign.) Agreement Form 00500-7 ~ I I I I I I I I I I I I I I I I I I I PERFORMANCE BOND Any singular rcfereac:e to Cmtractcr, Swety, Owner, (X' oCbcr pIrty sbI1l be considerccl plural where applicable. CONI'RACI'OR (NlIDlC and Address): H&H Earthworks, Inc. PO. Box 1441, Belgrade, MT 59714 OWNER. (Name and Address): Bozeman City of 411 East Main, Bozeman, MT 59715 SURETY (N1lDC and Addreas of Principal Place of Business): Developers Surety and Indemnity Company PO Box 19725 Irvine, CA 92623 CONTRACf Date: Amouot; $71,942.00 Description (Name and Location): 2007 Landfill Sewer Service Improvements, Bozeman, MT BOND Bond Number: 883395P Date (Not eerlier than Contract Date): 07/0912007 Amount $71,942.00 Modificatims to this Bead Perm: SW'ety and Cmlractor, intendin, to be lesaUy bound hereby, subject to the terms pinted 00 the reverse side hereof, do each cause this Paformanc;e Baod to be duly executed OIl its bebalfby its authorized officer, apt, (X'rep-csentatlvc. CONI'RACI'OR AS PRINCIPAL ~y.\rEarth~~ Sipllture: \ ~ i (Seal) Nanr\~~~~ I\~.. ~@\' "' \i\~-Woid1\1 SURETY (Space is provided below f(X' signatures of additiooal parUfS, if required.) Developers Surety and Indemnity Company Suretfs Name and Ccrporate Sell By. ~ Signature aod T'1tlc Carly N , Attomey-m-Fact (Attach Power of Atkmcy) (Seal) Attest: Signature aod Title CONTRACTOR AS PRINCIPAL Company: SURETY Signatule: Name and Tide: (Seal) (Seal) surety's Name and CCIpOnlte Seal By: Signature aod Title (AttadJ Power of Attcxncy) Attest: Signature and Title: ElCOC ~. C411 (JIJ11d1dDB) . 0rf&IBIU1.............. tilt joIat..... Gttllt SIntJ A_~ "Amerb, EJlIIDeen JIIDt c~ Dec:lmBa CammIUee, . AII4IdIted Ge.n1 c........ " MIIrb. ad. 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III lit i., i It f I Po t i If 81 h i I! nt. f I It · h ~J ~ ~ I H I ~11 h J} ~ i I. . I ~ i ~l i If H r E ( ". II a. t r l . f' i,. 1. It. I. ! t 8 fir ~ · III ti If j1rtl IhI! - htHi~ t( r. if ~I i lit ~J:flffa.ti l II" i.1 I. fo!( ~I I: f tot I Itlll ffl. i'" illt ~ il tJ.l 'If . it Ii li fii~1 ! 1~1;1 i ~ ',i ~! J' .I!: If If ~ ii'.fl .f ,r It l~ II [1ft I Ifl~JE11 a. st.i II ~I I isf"r ii ft fl Ijlri !1.J~i" ~t l~ifi~1 I JJ'fi~ .1 IIi fliilf I. ~[ f &.If[S ! Ii, f~~i~1 I i~1 " ~i 1 f~ll~! ~ I I I I I I I I I I I I I I I I I I I PAYMENT BOND Act aiapIar ..tala 10 CoatnlcIor. Sdrely, 0wDcr or atJa' party lid be ClIJIUIc:Rld pIlnl wbcrc applbblc. (.'()NnACI'OI. (N..1IIlI Addren): H&H Earthworks, Inc. PO. Box 1441, Belgrade, MT 59714 OWNS (NIIDe ml Addras)= Bozeman City of 411 East Main, Bozeman, MT 59715 SURE1Y (NUDe .... AddreII of PriacipIl Place of Buaiaelll) . Developers Surety and Indemnity Company PO Box 19725 Irvine, CA 92623 CONTllACf Da1e: AnloaIl: $71,942.00 Dta..ip6oa (Name 1IIll1N.arioA): 2007 Landfill Sewer Service Improvements, Bozeman, MT BOND Bold Nu.bcr. 883395P n. (Not earlier tbm CotIIrICl Date): 07/09/2007 ~: $71,942.00 MocUftcationIID 1bis Bo.ad form: Suety aad CoaIrIdOr ,iltadillllo be Ir:pIIy bouad Iaeby. SIbjeet to tbt tams priDrId 011 cbe revcne PIc heRof. do adI callie tbia Pe:. b......... 80IIll to be duly ~ cmill beIIIlf by ill aulboriald ofliccr. __ or ."" ~Yc. CONTRACTOR. AS PRINCIPAL CoaIpaly: H&H~"!h' Inc. ~ ~. SjpIalrc: \ \~ ~ I (Seal) N\3&t\~ IDQcJ- ~\(&~~~M (Speclc Is ~ below b.1ipItures of IdditioaaJ per1iM. if ~.) CON"l'ltAClOJl AS PRlNCIP AL COlIlpllllJ: Siplue: Name and nde: (Seal) SURETY Developers Surety and Indemnity Company (Seal) Surety', Name IIIlI Co.rpora&e Seal / ;/ Br. '~~ ~ ~ mI T"dle Carly Niel , Attorney-in-Fact (AbCh Power of Aaor.y) AttcIl: Slptute IftlI Title SURETY (Sell) Surety', Name IIIll CoIponIe Seal By: SipatuR IDll Title (Aaach Power of AUOrxy) Attest: Siplture IDd Title JilCDC No. C-615 0001 BdiIIoft) OriPlJly JIftIIIIIIIl..... .. .i* IffonI of SIIftIIJ' Aaocadaft 01 AeertI. !IcI*aI rolal CaIIInct ~ C_I_. 1IIc AIIodHld GcaaaI c.... 01 AIaab. ... lIlt~. ~ of Aad&it:clI. ...u.ricIa IIIbcClllllldlln AID"'. IlIIlk ~ SpQlIt~. 11615-1 .1 I 1. 0..........,. joUIIJ .., .--.. .... ~ .. ....... -. ~. "". __ ... ..... II o..r lID filii .. .... ........ .. ....... ....... " OIl.- ftw _ III .. ,..t.- 01 ... eo.... wIIicllt __........... '" .--. 2. we ...,. III 0-,. ... ......... .. II1II ... .... flc..r.a: U ~....,.,-. dlNeIr .. ........ rw III _ .- c::w..... ... 1 1 u ~. ~ . .. ... ......... 0.. .... all..... ....... ... .... ..... _ ~~ '" c-... '" .., ..- .. __ - ........... w.. .-lIII .. ...... III' .. 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IIIIlIiIW ..1eriIlI .. ....... lndtIW II .... cWm Itat/iw. .... .. ........... ....". 1M _ " ... cilia... .. _ ., die party III .... .. __ _ ........ or ....... or tllf ....... IIle Jl1loI_ _ << ,."....:I; l1li 2. Hlft..... Ilrelwd . ... ill.... or ill pill __ CIIlIntIat. Of ... .-... wiIIIlIa ,. .. of fuIMiII .. .kM DlIlilIe .. -.-/'1'111.... ~"... ~ lIlid _ ... cIalIIl will.......... or ....1ICIl1; IIlIIl ). )fat ..... bIeII Jl'id ..Itiia IIlI __ :JO da,.. ... _ 1 wriat:a IlOClclI .. ,.., .... ... 1 cap,. Of ..... .....,. III 0w.I'. .tilll .. I __it ~ .... ...... ..... .. ... eedodIl& . apr wi ... 1ft.. ..... -- .......... III c..n.a.. 5. If a IlDtIce '" . .... ....... '" ....... .. it prIM*d by Owacr 10 0..- Of 10 SlIney. "it aIIIdeal-,."-_. 1 I I 1 6. Wta .. ~ .. ...... .. ...... 01 ...... ... s-y Iha1I ......,.... 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IIddI.- __ . _1lpaIIaa JIll'- AClIMl..... fIl__ " ......0.., CII" C_. ........ --..1IoMI. I11III .. ~ -..... II"" dill. mdftd Mille Ilfdrau -.a 011 _1Ipa1Ufe pip. 1'. Maal'llll ... .. ....1InlalwII...... ...1....., ........... .....Ia ... ___ __ .. o-na _ ID ..~. .., ....... ll1iI.... caaftlrUII wM ... .~ ... ..... ..... . .... ......... ..... IIadca .. ~ ....... . .. ....., .. atber ..... .......... .-a lie IIIlIlIMII -.,......... TII& iDIIIIl . dlat lbIa ... a.u lie ........ .. I dIIIIOI)' BGaIl... '* I' I C_ Jaw..... 14. UpaD ~ " lit paIIllIlIf .., ... 10 be . ..... laditIaJ of IbIa ..... c:...r.c. ..... JltIIIIIIIIl AniIII . RPJ ", llliI .... Of IWI ,,_ I CIIpf .. lie .... 15. DEPIHmONS 13.1 cu..a Aa kdwlduaJ .. __ llavlIIa diMl toIIUKt ,,1111 ~ ... 'lridI1 ftnt_.... . ~ orc.wnc.................. or ...... fat .... ... ................. lilt .. CaIUIat. ,.. .... llf .... .... .. .. ID ... wilbM 1iIliII_ .. .. .... -lIlIOf. -w. or ........ .. plAt vi ........ .... ...... .... IIIIt. 1Iil. ........ ~ amlot << ..... ...... .... .. III! 0lIlIcI.. L"!7 ~~... tIlJblIIriaI am. ......, far ,..1\0... of .. Wlft fII CaMnr:lot ... C_',~. _III.............. "", UtlI may .. --..d II ... JIIriIdktIaa ..... ilia ...... ...w. ... ....- __ Aanllilllad. l',l c.ncr: 111& """ ..... o..r lIlId CMnaDr IdaIlIed III !be ~ ptIe.lacludlIIJ III c-t ~......... JU 0..- ~ FaIIuJc .L o.-r. ... ... ...... ... ........... .- 0'" 10 " ~ u ...... '" .. c.u.a '" 10 pur.. .- compIae CII' -.r, Yr-1IIa atIlcr _ ~. I FOIl INF01tMADON ONLY - Name, Address aDd Telephone Surety AlCacy or Broker Ow.', - live (eDlineel' or other party) 1 I " _U-J I .1 1 POWER OF ATTORNEY FOR DEVELOPERS SURETY AND INDEMNITY COMPANY PO BOX 19725, IRVINE, CA 92623 (949) 263-3300 www.InscoDico.com KNOW ALL MEN BY THESE PRESENTS, that except as expressly limited, DEVELOPERS SURETY AND INDEMNITY COMPANY does hereby make, I constitute and appoint: *** Kelly L. Tenold, Spencer Fred Thomas, early Nield, Janya Ballenger, Ryan Elliott, jointly or severally*** 1 I as its true and lawful Attorney(s)-in-Fact, to make, execute, deliver and acknowledge, for and on behalf of said corporation as surety, bonds, undertakings and contracts of suretyship giving and granting unto said Attorney(s)-in-Fact full power and authority to do and to perform every act necessary, requisite or proper to be done in connection therewith as the corporation could do, but reserving to the corporation full power of substitution and revocation, and all of the acts of said Attorney(s)-in-Fact, pursuant to these presents, are hereby ratified and confirmed. I This Power of Attorney is granted and is signed by facsimile under and by authority of the following resolution adopted by the Board of Directors of DEVELOPERS SURETY AND INDEMNITY COMPANY effective as of November 1,2000: RESOLVED, that the Chairman of the Board, the President and any Vice President of the corporation be, and that each of them hereby is, authorized to execute Powers of Attorney, qualifYing the Attorney(s)-in-Fact named in the Powers of Attorney to execute, on behalf of the corporation, bonds, undertakings and contracts of suretyship; and that the Secretary or any Assistant Secretary of the corporation be, and each of them hereby is, authorized to attest the execution of any such Power of Attorney; I RESOLVED, FURTHER, that the signatures of such officers may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures shall be valid and binding upon the corporation when so affixed and in the future with respect to any bond, undertaking or contract of suretyship to which it is attached. I IN WITNESS WHEREOF, DEVELOPERS SURETY AND INDEMNITY COMPANY has caused these presents to be signed by its respective Executive Vice President and attested by its Secretary this 1st day of February, 2005. I o~ ,,,,,,,.............. ~,\\\' 'i AN D J. i,,.,;,., ~..,~~:....~...~IJI..I.I~'O~......III"~ I~ .....ov..POR4;-...~ !""lCJ <<'\':1\ = Ill: : OCT. . ..q ~ ~ ~ 10 i" S \~\ 1936 Iii ~\))" "'l:i~ ~~#f~':"~...IOWJtt. ~."..~ I il"~'-""Q .II.~III".... ......:f."..... 41'#1,,.,.,,... * ",'to'''''' I..fiU."""'" 1 By: David H. Rhodes, Executive Vice-President By Ak~ Walter A. Crowell, Secretary I I STATE OF CALIFORNIA ) )SS. ) COUNTY OF ORANGE I On February 1,2005, before me, Nita G. Hiffineyer, personally appeared David H. Rhodes and Walter A. Crowell, personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their authorized capacities, and that by their signatures on the instrument the entity upon behalf of which the persons acted, executed the instrument. 1 WITNESS my hand and official seal I Si..._ ~ 4~ fI NrrA G. H. IFFMEYER I COMM.fI 1543481 NCmRY PUBUC CAUFORNlA . ORANGE OOUNTY ~ . . . . ,.~~.~~~..1O:~J CERTIFICATE I The undersigned, as Executive Vice-President, of DEVELOPERS SURETY AND INDEMNITY COMPANY, does hereby certifY that the foregoing Power of Attorney remains in full force and has not been revoked, and furthermore, that the provisions of the resolution of the respective Boards of Directors of said cOlporation set forth in the Power of Attorney, is in force as of the date of this Certificate. I This Certificate is executed in the City ofIrvine, California, the 9TH day of I By C;;~P~~ti~_, JULY 2007 I 10-1438 (DSI) (Rev. 2/05) I I I I I I I I I I I I I I I I I I I STANDARD GENERAL CONDITIONS I I Tn,:, documem has Imponam legal consequences: consultanon wIth an attorney is encouraged wIth respect to ns use or ll"ludificatlOll. This document should be adapted to the pamcular CIrcumstances of the contemplated Project and the CDJltrolJing Lav.'. I I STANDARD GPNEF..A.L CONDITIOl'~S OF THE CONSTRUCTION CONTRA.CT I I I Prepared by ENGINEERS JOINT CONTRACT DOCUMENTS COMMITTEE I and Issued and Published Jointly By I ----- ACEC fJ/' Nat;onaE Society of -', .' Professional Engineers" ".,.,,~,u__""'_"_''''''''''''''''.'' ....____.... "7 Frr1isssional fogiOIlttTS i" PliRts ~ ABC ~:n...n ;J.I/.I.~AIU.II ;;oj. c~~ 4;;~p:ilA4'.,"" I .-\MFP.!(,}.~ \. 1"'1..',( :1 . of ::.:'I::,./H t(l~,"~ 1.0,,"'11',"\\:11" I PROFESSIONAL ENGINEERS IN PRIVATE PRACTICE a practice division of the NA TIONAL SOCIETY OF PROFESSIONAL ENGINEERS I AMERICAN COUNCIL OF ENGINEERING COMPANIES I AMERlCAN SOCIETY OF CIVIL ENGINEERS I This document has been approved and endorsed by I I The Associated General Contractors of America I ~' KnOWJElCQ.e lor. ((BatIng ..... "-, and SU5ta1n1nc the 8LJih environment I Construction Specifications Institute I EJCDC C.70fl Standard General Conditions of tile Construction Contract: Copyright It, 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700 - 0 I I I I I I I I Copyright 1D2%2 National Society of ProE,~s's;n!1al Engineers 1420 King Street Akc::I1:t:';2;, VA 22314 I American Council of En;',,:~"ing Companies 1015 15th Street, N.W., '~'h::j;io.gton, DC 20005 I American Society or C1yi! Engineers 1801 Alexander Bell Drive. Repull, VA 20191-4400 I I I I I These General CondItions have been prepared for use with the Suggested Fonns of Agreement Between Owner and Contractor Nos. C-520 or C-525 (2002 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. Comments concerning their usage are contained in the EJCDC Construction Documents, General and Instructions (No, C-OOl) (2002 EdItion). For guidance m the preparatIOn of Supplementary Conditions, see Guide to the Preparation ofSuppiememary Conditions (No. C-800l (2002 Edition). I I I EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright @ 2002 National Society o[Pro[essional Engineers for EJCDC. All rights reserved. , 00700 - 1 I I I I I I I I I I I I I I I I I I I I TABLE OF CONTENTS Page ARTICLE 1 - DEFINITIONS AND TERMINOLOGY .........................................................................._........... ......................_, 1.01 Defined Terms....... .-.... ......... ............ ................... ..._.... ...... ...... ........... ................ ....... .............. ................................ 5 1_02 Terminology ............................................................................................................................ .......... ... .... ......... .... ...7 ARTICLE;; - PRELIMINARY MATTERS ..-......-..-..._......................................................................................... .........._ 8 2.0] Delivery a/Bonds and EVidence a(insurance ......................................................._..........................___...._..__........... g 2.02 Copies ufDocumems .. ............................._.......... ......................................................................................... ............8 2.03 Cummencemelll uf Contract Times; NOllce to Proceed ......-.............................-............................_.........................8 2.04 Scarting the Work.. ...... ..-..................... ............. ........................... .................................. ....................... .......... .......... 8 2.05 Before Starling Consrruc[wn. ............................. .................. ............ ............. .......................... .......... __ _. ".'" ............ 8 2.06 Preconstruc[wn Con,terence ....... ........................ ........ ................ .......................................... ................. ...................8 2.07 imtial Acceptance of Schedules ....._.......................... ................ ........... ...................... ............. ........ _ _.. _........ ............ 8 ARTICLE 3 - CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE .................................................__....................9 3.01 1ntent............ ..... ...................... ...... ...................... ........ .............. ........... .......................................................... ..........9 3.02 Reference Standards ........................................................................................................................... ... ..........9 3.03 Reporting and Resolving Discrepancies ......._...................................................................................._.._ ................9 3.04 Amending and Supplementing Contract Documents ................................................................_.........._ _............10 3.05 Reuse of Documents .................................................................................................................._........ ............ 10 3.06 Electronic Data.............._.................................................................................................................... ..... ... ........ 10 ARTICLE 4 - A V AIL.6J3ILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARIl.:ni~ El\IVIRONMENT AL CONDITIO NS. REFERENCE POINTS.._.. ____............ ......" .......................... "... ".................. ............ 1 (I 4.01 AvailabiliN of Lands ."...__.........................................__....... ......................................................... ...... . ........... 10 4.0::: SubsUlfucc and Phvsical.:;unditlOll!;' ...........................____........................_....___....................." ........... 11 4.03 Differing SubsUlface or Physical Conditions .......................................................................,,_..___..._ __.........11 4.04 Underground Faciluies ..... -... ....-.................................. ..... ...._............ ................ ....... .......... ......_ _. _.. ....'... 1:2 4.0j Reference Poims ....................................h..........................".....__...................................................._ _ ..........1:2 4.06 Hazardous Environmental Condition at Site ...........................,......................................................... . ................12 ARTICLE 5 - BONDS AND INSURANCE ...........................................................................................................__.............13 5.01 Performance. Payment. and Other Bonds ......................................................................................._.. .............13 5.02 LicBU'Jied Sureties and Insurers ......................... .................................................. ,......................_.......... ........ 14 5.03 Certificates of Insurance..,..... ............................................ ......................."""............................ ...... _............. .... ... 14 5.04 Contractor's LiabiliN Insurance ..h............... ............................................................................. ...._.." _...... ........... 14 5.05 Owner's Liability Insurance .......................... ....................................................."........ ............ ............ ......... ........ 15 5.06 Property insurance ... ...... ..... ........ ..................... ........ .......h...................................,........................... _ ..... ..... .......... 15 5.07 /faiver of Rights.. ..... ................... ........ ............. ................................................ ................................,.................... 16 5.08 Receipt and Application G.-(]nsurance Proceeds ...............................................................,..........,................ ......... 16 5.09 Acceptance of Bonds and insurance; Option to Replace..................................h...................................................16 5.10 Partwl Utilization. Acknowledgment of Property insurer .............,_..".............................."......................... ......... 17 ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES..........................................................................................................17 6.01 Supen/lsion and Superintendence .................... ............."...............................". .......................... ......... .......... ........ 17 6.02 Labor; Working Hours .....................................................................h............................................... .................... 17 6.03 Services. Materials. and Equipment .................................................................................................. ....................17 6.04 Progress Schedule.. ..................... ........ ..... ................ ...... ......_............................. .... ............................ .... ...... ..... .... 17 6.05 Substllutes and" Or-Equals U ................................. ...... ........h.h.................. ........" ...................... ...... _.................... 18 6_06 Concerl1lng Subcomractors. Suppliers. and Others ........................................................................."........_..........19 6.07 Patent Fees and Royalties. .................. ............. ........ ................ ............................................................................. 20 6.08 Permits .................................... .......................... .............. ....... ......................................... .._........ ........ .................... 20 6.09 Lah's and Regulations.. ........................h...........................__............................................................. . .......... .......... 20 6.10 Taxes .......... ........ .......... .............,.. ........... ........h..... .................h................ ............ ................... .........................,.... 21 6.1 ! Use of Site and Other A rea:, ................ .....................h........... ..................................................... ....... ........ ............ 2i 6.12 Record Documents..... ........... .......... ..... .......... ................ ........ ................... ............ .......................................... ....... 21 6.13 Safety and Protection................... .............,........_......... ............................. .............. ...... .........__.......... .................... 21 6.14 Safety Representanve... ...... -.... ........ ..... ..... ............___......................... ............................ .............. ....... .....u... ..........22 6.15 Hazard Communication Programs ...............................-u--......................"..__..._.__...u.....................". ......__ ..... __.__._ 22 EJCDC C.700 Standard General Conditions of the Construction Contract. Copyright ~ 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700 - 2 6.16 EmergenCIes....... ............................................. ....... ........................................ ,.................. .... ............. "., 6.]7 Shop Drawings and Sampi'es............................................................................................................................... 22 6.18 Contllluing the iFork................................... .................................. ............................................................... ..........23 6.19 Contractor's General Warranty and Guamntee ......................................................" "............................... .......... 23 6.20 Indemnification.. ................... ............ ...... ............. .............. ........... .................... ............. ............. ............ ....__.........23 6.2] Delegation of Professional Design Services. ....... ........................ ..................... ......... ......... ...................................24 ARTICLE 7 ~ OTHER WORK AT THE SITE ............................................................................................__........................__.24 7.01 Related Work at Site ..... "..............................................................".......................... ......................"........... .......... 24 7.02 Coordination.........."..................... ........................................ ........ ........................................................"............... 25 7 .03 Legal Rdarionships ........... ............... ................... ........ ............. ..................". ..... ........ ....... ...... ...... ...... ........... .......25 ARTICLE 8 - OW'NER '$ RESPONSIBILITIES ............................................."......................................... .................... .......... 25 8.01 CommunicatIOns 10 Contmctor ..................................................................................................... ....... .......... ....... 25 8.02 Rcpiaccmcm of'En[!ineer ..................:................................................."".......,,__. ........................... .... .......". ..........25 8.03 Furnish Data...... ...... ..... ..... ..... .......................... ........ ................... ... ........... .... ... .......................... ....... ....... ...... .......25 8.04 Pay When Due .......................................................... .................... ...................... ....................... ............. ...............25 8.05 Lands and Easements; Reports and Tests..............................................................................................................25 8.06 insurance ........... ......................... ............... ........................ .................................................................................... 25 8.07 Change Orders ..................... ..... .................................................. ........... ............... ............... ...... ....... ..... ..... ..........25 8.08 Inspections. Tests. and Approvals. ............................... ................ .................................................. ........................ 25 8.09 Limitations on Owner's Responsibilities ............................................................................ .................... ..... .......... 26 8.]0 Undisclosed Hazardous Environmental Condition............................................................................ .................... 26 8.1] Evidence of Financial Arrangements .................................................................................................................... 26 ARTICLE 9 - ENGINEER'S STATUS DUfUNG CONSTRUCTION .......................................__...........................................26 9.01 Owner's Representative .................................... ......................................................................... .................. .......... 26 9.02 Visits to Site ....... .......... .................. ........... ................ ......., ........... .......................................................................... 26 9.03 Project Representative ................. .......... ............., ..... ....................... ................ ......... ..... ................................ ........ 26 9.04 A uthorized Variations in Work .... ........ ..... ............. ................".... ......... ......... ........... ..................................... ........ 26 9.05 ReJecting Defecrivc Work.. .......... ........ ..... ........ .............. ............. .......... ........................ .............................. .......... 26 9.06 Shop Drawings. Change Orders and Payments ....................................................................................................27 9.07 Determinationsfor Unit ?hcc frork ..................................................................................................................... 2: 9.08 DeciSIOns on Requirements of Contract Documents and Acceptability of Work ................................................... 27 9.09 Limitations On Engineer's Authority and Responsibilities .................................................................................... 27 ARTICLE 10 ~ CHANGES IN THE WORK; CLAIMS ...........................................................................................................27 10.01 Authorized Changes in the Work .................................................................................................... ........ ...............27 10.02 Unauthorized Changes in the Work........................................................................................................ ............... 28 10.03 Execution ojChange Orders ......................................................................................................... ........................ 28 10,04 Notification to Surety ...... .................................. .......................................... ........ ........ ............... .... ....... ....... .......... 28 10,05 Claims ..... ................. ............. ....... ................................. .................... ............. .......,...................................,............ 28 ARTICLE 11 - COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK ................................................................. 29 11.0] Cost of the Work .................................................. ........................ ............................... .................... ....................... 29 11.02 Allowances ........................................................... ........ .................................................... .......... ....... ...... ..... .......... 30 1] .03 Unit Price Work .................... ............... ................ ........................ .................................................. ......... ............... 30 ARTICLE 12 - CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES..................................................... 31 12.01 Change of Contract Price .......................................................................................................... .... ......... .......... ..... 31 12.02 Change olContract Times ......................................................................................................... .... ........." ............. 32 12.03 Delays .. .............. ............. ..................................... ..... ................... ...................................... ............. ................ ....... 32 ARTICLE 13 - TESTS AND INSPECTIONS; CORRECTION. REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK ...... 32 13.01 Notice of Defects ............................................... ..... .............. ........ ..............., ............ ....................,.... ...... ........ ...,... 32 13.02 Access to Work... ...... ...... ...................... .................... .... ................ ....,.......... ..................... .......... .... .... .......... ..... ..... 32 13.03 Tests and inspections ........................... ............. ........... ................ ............................... ..... .......... ....... ........... .......... 32 13.04 Uncovering Work.................................... ..................... ................ ..........................,..........,.... ........... .....,.. ............. 33 13.05 ()vvner May Stop the 'if'ork............................................................................................................. ........................ 33 13.06 Correction or Removal of Defective Work.............................................................................................................33 13.07 Con'cction Period .... ......................... ........................................... ............... ................. ................... ........ ..... .......... 33 13.08 Acceptance of Defective Work ........................................................................................................ ............. .......... 34 13.09 Owner Ma.v Correct Defective Work ............................................................................................. ........................ 34 ARTICLE J 4 - P A '\lvfENTS TO CONTRACTOR AND COMPLETION .......................h............................. __....."............... 35 14.01 Schedule of Values .,..................................................................... ......,.....,..,............................ ...... ......... ........,...... 35 14.02 Progress Payments ....h..... ......... ..................................... .................., .............................. .......... .... ..............h........ 35 14.03 Contractor's rVarranty of Title ...h.................... ........................... .............................h..... ...... ......... ............. .......... 36 14.04 Substantial Completion ......... ....................................... ........................h.................. ............ .... .......... .......... .......... 36 EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright \tJ 2002 National Society of Professional Engineers for EJcnc. All rights reserved. 00700 - 3 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i4.U5 Panwi l/nlr::anol1....................... ... .......................................__..... .......................................................... ......m...;l . 14.0b Final JnspCCIlOl; ... ........ .................. ....................... ...... .................................. .......................... ............ ........ .. d. ..... :; 7 14.07 FlIJa! Pcrvmel1l...... .......................... ................................ ............... "'.. .... ............ ........... .......... ........... .......... "'m',,, :; 7 14.0S Fmal ComvlulOll Delayed................ ..... ...... ...... ............. ........ ........ .... ....................... ........ ................. ......... .........38 14.09 FVUlver of Clallns ... .............. ............. ..... ................ .......... ......... ....... ............... ........................ ...... ...... ........... ........ 38 ARTICLE 15 - SUSPENSION OF WOR..K AND TERMINA nON ........................................................................................ 38 15.01 Owner Mal' Suspend Work .....................................................................................................................................38 15.02 CFnmer May Ternllnate/or Cause .................................................. ......................................... ...............................38 15.03 Owner May Termmate For Convenience ..............................................................................................................39 15.04 ContraclOr May Stop Work or Terminate ..............................................................................................................39 ARTICLE 16 ~ DISPUTE RESOLUTION ........................................................ .................................................... ....................40 16.01 Methods and Procedures ............................................................ ........................................m................................ 40 ARTICLE 17 - MISCELLMJEOUS ....... .......... ............................................................................................... .......... ...............40 17.0 I Civmg Nonce ..... ..................... ....... ............................. ...........................................................................................40 17.02 CompuWtlOn or Times ............................................................................................................................... .............40 .17.03 Cumulative Remedies ........... ........... ....... ........ ...... ............................ ........ h...... ................ .......................... ............40 17.04 Survn'al of Obligations........... ........ .... ............. ......h..... ........... .......... ........... ........ .......................... ......... .............40 17.05 Controlling Law.... h.. .............. ........ ....... ...... ............. ........... .......... ..... ........ ............... ......... ............... ............ ........40 17.06 Headings. .............. ...........h..... ....................... .... ....................... ........ ........... ....................... .......... ...'. ....... .............40 EJCI>C C.700 Standard Gcnc.-al Conditions of the Construction Contract. Copyright \Q 2002 National Society of Proiessional Engineers for EJCnc. All rights reserved. 00700 - 4 I I GENERAL CONDITION~ ARTICLE 1 - DEFINITIONS AND TERMINOLOGY I 1.0] Defined Terms I A. Wherever used in the Bidding Requirements or Contract Documents and pnmed with initial capital letters, the terms listed below wil1 have the meanings indicated which are appiicable to both the smgular and plural thereof In addltlon to terms specificalJy defined, terms with initIal capital letters in the Contract Documents include references to identified amcles and paragraphs, and the titles of other documents or forms. I I 1. Addenda--Written or graphic msrruments issued prior to the opening of Bids which clarify, correct. or change the Bidding Requirements or the proposed Contract Documents. I I 2. Agreement--The written instrument which is evidence of the agreement between Owner and Contractor covenng the Work. I 3. Application fo." Paymel1l-- Tne fonn acceptabk to Engineer which is to be used by Conrra<;;tor during thr course of the Work in requesting progress or final payments and whicll 1S to De accompanied by such suppomn2 documentation as is reauired bv the Contract Documents. ." I I 4. Asbestos--Any material that contams more than one percent asbestos and IS friable or is releasing asbestos fibers into the air above current action levels established by the Uniled States Occupational Safety and Health Administration. I I 5. Bid--The offer or proposal of a Bidder subm1tted on the prescribed fonn setting forth the pnces for the Work to be perfonned. I 6. Bidder--The ind1vidual or entity who submits a Bid directly to Owner. I 7. Bidding Requirements and the (including all Addendal. Documents-- The Bidding proposed Contract Documents I 8, Bidding Requirements-- The Advertisement or InvitatlOn to Bid, lnstructions to Bidder", hid security of acceptable form if any, and the Bid Form with any supplements. I I I 9. Change Order--.:'" documenT recommended by Engmeer whJch lS SIgned bv Contractor and Owner and authorizes an addItion. deletIon. or reVISIOn ill the W orf~ or an adjustment III the Contract Pnce or the Contract Tlmes, issued on or after the Eflectlve [Jate of the Agreement. 10. Clal/unA demand or assenion by Owner or Contractor seeking an adjustment of Contract Price or Contract Times. or both, or other reltef with respect to the terms of the Contract. A demand for money or services bv a third parry IS not a Clatm. 11, Contract-- The entIre and integrated \VT1tten agreement between the Owner and Contractor concemmg the Work. The Contract supersedes prior negotIations, representatIons, or agreements, whether WTltten or oraL 12. Contract Documents-- Those ltems so designated in the Agreement Only printed or hard copies of the items listed in the Agreement are Contract Documents. Approved Shop Drawings, other Contractor's submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 13. Contract Price--The moneys payable by Owner to Conn'actor for completion of the Wark in accordance with the Contract Documents as stated in the Agreement (subj ect to the provisions of Paragraph 11.03 in the case of Unit Price Wark!. 14. Contract Times--The number of days or the dates stated in the Agreement to: {i) achieve Milestones, if any, (ii) achieve Substantial Completion; and (iii) com- plete the Work so that it is ready for fmal payment as evidenced by Engineer's written recommendation of final payment. 15. Conn-actor--The individual or entlty with whom Owner has entered into the Agreement. 16. Cost of the Work~See Paragraph 1 LOLA for definition. 17. Drawings--That part of the Contract Documents prepared or approved by Engmeer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Shop Drawings and other Contractor submittals are not Drawmgs as so defined. 18. Effective Date of the Agreemenr-- The date indicated in the Agreement on which It becomes effective. but if no such date IS indIcated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and de liver. 19. EngineernThe individual or entity named as such in the Agreement EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright (!;I 2002 National Society of Professional Engineers for EJCDC. All rights reserved. on700 - 5 43. Spec(fications-- That part of the Contract DocumentS consisting of \-"ritten requirements for materials, equipment, systems, standards and workmanship as applied to the W ark. and certain EJCDC C-700 Standard General Conditiuns of the Consrruetion Contract, Copyright iO 2002 National Society of Professional Engineers for EJCDC. All righh reserved, 110700 - 6 20. PlCi.:! Order--A wntten order issued by Engmeer which reqUlres nunor changes in the Work but wh1ch does not mvolve a change lD the Contract Pnce or the Contract Times 21. General Requirements--Sections of Div1sion 1 of the Specifications. The General ReqUIrements penam to all sectlOIlS of the Specifications. 22. Hazardous Environmental Condition-- The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioanive Material in such quamines or Clrcumstances that may present a substant1al danger to persons or propeny exposed thereto ill connect1on with the Work. 23. Hazardous Waste--The term Hazardous Waste shall have the meaning provided in Section 1004 of the Solid Waste Disposal Act (42 USC Section 6903).as amended from t1me to time. 24. Laws and Regulations; Laws or Regulations~ -Any and all applicable laws, rules, regulations, ordinanc- es, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 25. Liens--Charges, encumbrances upon Project personal property. security interests, or funds, real property, or 26. Milestone--A principal event specified in the Contract Documents relating to an intermediate comple- tion date or time prior to Substantial Completion of all the Work. 27. Notice of Award--The written notice by Owner to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, Owner will sign and deliver the Agreement. 28. Notice to Proceed--A written notice given by Owner to Contractor fixing the date on which the Con- tract Times will commence to run and on which Contractor shall stan to perform the Work under the Contract Documents. 29. Owner-- The individual or entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 30. PCBs--Polychlorinated biphenyls. 31. Petroleum~~Petroleurn, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressme (60 degrees Fahrenheit and 14.7 pound::; per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non-Hazardous Waste and crude oils. I 3:::. Progress Sehulule--A schedule, prepared and mamtained by Contractor, describmg the sequence and duration of the 'acnvines compnsmg the Contracwr's plan to accompl1sh the Work withm the Contract TImes I 33. ProrectnThe total construction of wh1ch the Work to be performed under the Contract Documents ma y be the whole, or a part. I 34. Project Manual--The bound documentary information prepared for bidding and constructing the Work. A listing of the coments of the Project Manual, which may be bound ln one or more volumes, 1S'> contained in the table( S) of contents. I I 35. Radioactive Material-~Source, special nucle- ar, or byproduct material as defined by the Atomic Energy Act of 1954 (42 USC Section 2011 et seq.).as amended from time to t1me. I I 36. Related Entity -~ An officer, director, partner, employee, agent, consultant, or subcontractor. I 37. Resident Project Representative--The autho- rized representative of Engineer who may be assigned to the Site or any part thereof. I 38. Samples--Physical examples of materials equipment, or workmanship that are representative of some portion of the Work and whlco estabhsh the standards by which such portion of the Wark will be judged I 39. Schedule of Submittals--A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. I I 40. Schedule of Values--A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Wark and used as the basis for reviewing Contractor's Applications for Payment. I 41. Shop Drawmgs--All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. I I 42, Site--Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed, mcluding rights-of-way and easements for access thereto, and such other lands furnished by Owner WhlCh are des1gnated for the use of Contractor. I I I I I I I I I I I I I I I I I I I I I I I 52. TFork Change DirecTive--A wntten statement to Contractor Issued on or after the Effective Date of the Agreement and signed by Owner and recommended by Engmeer ordering an addltlOlj, deletIOn, or revision in the Work, or respondmg. to differing or unforeseen subsurface or physical conditions under which the Work IS to be performed or to emergencies A Work Change Directive will not change the Contract Price or the Contract Times EJCDC C-700 Stannard General Conditions of the Construction Contract. Copyright ib 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700 - 7 adrmnisrratlve reqUIrements and procedural maners applIcable thereto, 44. SUDcontraclOr--An mdivldual or entity having a direct contract With Contractor or WIth any other Subcontractor for the perfomlance of a part of the Work at the Site. 45 Substantial CumplcTion-- The time at which the Wark (or a specified part thereof; has progressed to the point where, in the opimon of Engineer, the Work (or a specified part thereof) is sufficient]" complete, in accordance wIth the Contract Documents, so that the Work (or a specified part thereof) can be unlized for the purposes for which It is mtended. The terms "substantially complete" and "substantially completed" as applied to all or pan of the Work refer to Substantial Completion thereof. 46. Successfid Bidder-- The Bidder submitting a responsive Bid to whom Owner makes an award, 47. Supplemenrary Conditions.- That part of the Contract Documents which amends or supplements these General ConditIOns. 48. SupplicrnA manufacturer. fabricator, suppli- er, distributor, materialman, or vendor having a direct contract with Contractor or \-vlrh any Subcontractor to furnish materials or equipment to be incorporated ill the Work by Contractor or any Subcontractor. 49. Underground Fucilities--All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilItIes or attachments, and any encasements containing such facilities, including those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chermcals, or traffic or other control systems. 50. UniT Price Work--Work to be paid for on the basis ofumt prices. 51, Work-- The entire constrUcnon or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of perforrmng or providing all labor, services, and documentation necessary to produce such construction, and furmshing, installing, and incorporating all materials and equipment mto such construction, all as reqUIred by the Contract Documents. hut IS eVIdence that the panles expect thaI the change ordered or documented by a Work Change [mecnv!" will be incorporated in a subsequently issued Change Order followmg negonations by the pal1Jes as to its effect if any, on the Contract Price or Contract Times. 1.02 Terminology A. The following words or terms are not defined but, when used in the Bidding Requirements or Contract Documents, have the following meaning B. Inrent o(Certam Terms or .4 {{il'ctivc; 1. The Contract Documents include the tenllS "as allowed," "as approved," "as ordered", "as directed" or terms of like effect or import to authorize an exerCIse of professional judgment by Engineer. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satIsfactory," or adjectives of like effect or import are used to describe an action or determination of Engineer as to the W ark. It is intended that such exercise of professional judgment, action or determination will be solely to evaluate, in general, the Work for compliance with the requirements of and informatIOn in the Contract Documents and conformance with the design concept of the completed Project as a functioning whole as shown or indl.::ated in the Contract Documents (unless there is a specific statement indi.::ating otherwise), The use of any such tenn or adjective is not intended to and shall not be effective to assign to Engineer any dury or authOrIty to supervise or direct the performance of the v-,' ork or an\' duty or authonty to undertake responsibiln)' contrary to the provisions of Paragraph Q.09 or any other provision of the Contract Documents, C.Da}' 1. The word "day" means a calendar day of 24 hoW's measured from midnight to the next midnight, D. Defective 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents, or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents, or c. has been damaged prior to Engineer's - recommenci.anon of fmal payment (unless responsibility for the protection thereof has been assumed by Owner at Substantial Completion in accordance with Paragraph 14.04 or ]4.05). E. Furnz.l'li, In<:wll. PCI:!OI71I, PrO\'Wi; I. The word "furmsh," when used lTI connectlOIl wIth servIces, malenals. or eqUIpment, shall mean to supply and deliver said servIces, materials, or equIpment to the SIle (or some other specified locatIOn) ready for use or IllstallatlOn and in usable or operable condition. 2. The word "install," when used in connection with services, materials, or equipment, shall mean to put into use or place in final position said services, matenals, or equipment complete and ready for intended use. 3. The words "perroml" or "provide," when used III connection with serVIces, materials, or eqUIpment, shall mean to furnish and mstall said services, materials, or equipment complete and ready for intended use. 4. When "furnish," "install," "perform," or "pro- vide" is not u'sed in connectIOn with services, materials, or eqUIpment in a context clearly requiring an obligatIOn of Contractor, "provide" IS implied. F. Unless stated otherwise in the Contract Docu- ments, words or phrases which have a well-known technical or constmction industry or trade meamn!! are used in the Contract Documents in accordance with~such recot.'Ili.zed meaning. ARTICLE:2 - PP...ELIMINARY M.ATTERS 2.01 Delivery of Bonds and Evidence of Insurance A. When Contractor delivers the executed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner such bonds as Contractor may be requited to furnish. B. Evidence of Insurance: Before any Work at the Site is started, Contractor and Owner shall each deliver to the other, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance which either of them or any additional insured may reasonably request) which Contractor and Owner respectively are required to purchase and maintain ill accordance with ArtIcle 5. 2,02 Copies of Documents or, If a NOllce 10 Proceed IS ~pven. on the da:;" ]TI(ilcated III the Notice to Proceed.. A Notice to Proceed muv bi;: gn/er, at any tIme withm :;0 days after the Effective Dale of the Agreement. in no event will the Commet Time" com- mence to run later than the sixtleth day after the day of Bld opening or the thimeth day after the Effective Date of the Agreement, whichever date is earlier. 2.04 Starting the Work A. Contractor shall start to perform the Work on the date when the Contract Times commence to run. No Work shall be done at the Site pnor to the dan: on whiCH the Contract Times conunence to run. 2.05 Before Starting Cunstruction A. Preliminmy Schedules: Within 10 days after the Effective Date of the Agreement (unless otherwise specified in the General Requirements), Contractor shall submit to Engineer for tImely review: 1. a preliminary Progress Schedule; indicating the times (numbers of days or dates) for starting and completing the various stages of the Work, including any Milestones specified ill the Contract Documents; 2. a preliminary Schedule of Subrnittalc; and 3. a preliminary Schedule of Values for all of the Work which mcludes quantities and pnces of Items which when added together equal the Contract Price and subdi- vides the Work mto componem parts in sufficient detail to serve as the baSIS for progress payments during performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to each item of Work. 2.06 Preconstruction Conference A. Before any Work at the Site is started, a conference attended by Owner, Contractor, Engineer, and others as appropriate will be held to establish a working understanding among the partIes as to the Work and to discuss the schedules referred to in Paragraph 2.05.A, procedures for handling Shop Drawings and other submittals, processing Applications for Payment, and maintaining required records. 2,07 Initial Acceptance of Schedules A. At least 10 days before submission of the first Application for Payment a conference attended by Contractor, Engineer, and others as appropriate will be held to review for acceptability to Engineer as provided below the schedules subrmtted in accordance WIth Paragraph l.OS.A. Contractor shall have an additional 1 (J days to make correctIOns and adjustments and to complete and resubmit the schedules. No progress payment shall be A. The Contract Times will commence to run on made to Contractor until acceptable schedules are the thirtieth day after the Effective Date of the Agreement submitted to Engineer. EJCDC C-700 Standard General Conditions of the Construdion Contract. Copyright <D 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700 - 8 A. Owner shall funush to Contractor up to ten printed or hard copIes of the Drawings and Project Manual. Additional copies will be furnished upon request at the cost of reproductIon. 2.C'3 Commencement of Contract Timc~': Notice to Proceed I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I. The Progress Scheduit will be acceptable to Engineer if It provides an orderly progression of the Work to completIOn wIthin the Conn'act Times. Such acceptance will not impose on Engineer responsibility for the Prof.'Tess Schedule, for sequencmg, schedulmg, or progress of the Work nor interfere with or relieve Contractor from Contractor's full responsibility therefor. 2. Contractor's Schedule of Subll11ttals will be acceptable to Engineer if it provides a workable arrangement for reviewing and processing the required subrninais. 3. Contractor's Schedule of Values will be acceptable to Engineer as to form and substance if it provides a reasonable allocation of the Contract Pnce to component parts of the Work. ARTICLE 3 - CONTRACT DOCUMENTS: AMENDrNG, REUSE rNTENT, 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as ifreguired by all. B. It is the intent of the Contract Documents to describe a functionally complete Project (or part thereof) to be constructed ir. accordance ""1th the Contract Docu~ ments. Any labor, documentation, services, materials. or equipment that may reasonably be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the intended result will be provided whether or not specifically called for at no additional cost to Owner C. ClarificatIons and interpretations of the Contract Documents shall be issued by Engineer as provided in Anic Ie 9. 3.02 Reference Standards A. Standards, Specifications, Codes, La ws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be speCific or by implication, shall mean the standard, specification, manual. code, or Laws or Regula- tions in effect at the time of operung of Bids (or on the Effective Date of the Agreement if there were no Bids l- except as may be otherwise specifically stated in the Contract Documents, 2. No provision of any such standard, specification, manual or code, or any instruction of a Supplier shall be effectIve to change the duties or responsibilities of Owner Contractor. or Engweer. or any of theIr subcontractors, consultants, agents, or employees trom those set forth in the Contract Documents. No such proVISIOn or instruction shall be effective to assign to O"mer. or Engineer. or any of. their Related EntIties. any duty or authority to supervise or direct the performance of the Work or any duty or authonry to undertake respon- sibilIty mconsistent with the provisions of the Contract Documents, 3.03 Reporting and Resolving Drscrepancies A. Reportin[! DiscrepancIes I. Contractor's Revinv of Cmtracr Documents Before Starting Work: Before undenakmg each part of the Work, Contractor shall carefully stud:, and compare the Contract Documents and check ane verify pertment figures therein and all applicable fl~' id measurements. Contractor shall promptly report in v,Tlting to Engineer any conflict, error, ambigUIty, or discrepancy which Contractor may discover and shall obtain a written mterpretation or clarification from Engineer before proceeding with any Work affected thereby. 2. Contractor's Review of Conv'act Documents During Performance of Work: If, during the performance of the Work Contractor discovers 2l1)' conflict, error, ambiguity, or discrepancy within the Cc>ntract Documents or between the Contract Documents ar~; an)- provision of any Law or Regulation applicable to lae performance of the Wark or of any standard, speciL::ation, manual or code, or of any instruction of any Su?plier, Contractor shall promptly report it to Engineer in '''Tiring. Contractor shall not proceed with the Work affeCTc: d thereby (except in an emergency as required by Parag-;-aph 6.16.A) until an amendment or supplement to the Ccntract Documents has been issued by one of the metnods indicated in Paragraph 3.04. 3. Contractor shall not be liab:c~ to Owner or Engineer for failure to report any conf] I ::.t, error, ambigu~ ity, or discrepancy in the Contract - locuments unless Contractor knew or reasonably should have known thereof. B. Resolving Discrepancies 1. Except as may be otherwise specifically stated in the Contract Documents, the proviswns of the Contract Documents shall take precedence In resolving any confbcr, error, ambiguity, or discrepncy between the provisions of tile Contract Documents ar,d: a. the proviSIOns of any stanciard, specification manual, code, or instruction (whether or not specifically incorporated by reference in the Contract Documents); or b. the provisions of any Laws or Regulations applicable to the performance of the Work tJCDC C-7110 Stllnuard (,ellerlll Cunditions of the Construction Contrllct, Copyright ~ 2002 Natiunal Society of Professional Engineers for EJCDC. All rights reserved, 00700 - 9 (unkso such all nnerpremtlon of the provisions of the Contract Documents would result in vlOia- tlOn of such Law or Regulation). 3.04 Amendmg Documents and Supplementing Contract A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by either a Change Order or a Work Change Directive. ~ B. The reqmrements of the Contract Documents may be supplemented, and minor vanations and deviations in the Work may be authorized, by one or more of the followmg ways: 1. A Field Order; 2. Engmeer's approval of a Shop Drawing or Sample; (Subject to the provisions of Paragraph 6.17.D.3); or 3. Engineer's clarificatlOn. interpretation written or 3.05 Reuse of Documents A. Contractor and any Subcomractor or Suppher or other individual or entity performing or furnishing all of the Work under a direct or mdlIect contract with Contractor, shal1 not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer or Engineer's consultants, including electronic media editions; or 2. reuse any of such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of Owner and Engineer and specific written verification or adaption by Engineer. B. The prohibition of this Paragraph 3.05 will surv1ve fmal payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Copies of data furnished by Owner or Engineer to Contractor or Contractor to Owner or Engineer that may be relied upon are limited to the printed copies (also known as hard copies). Files m electronic media format of text data, graphics, or other i types are furnished only for the convenience of the receiving party. Any conclusion or information obtamed or derived from such electronic files will be at the user's soit nsk. If there 1S ;J ulscrepancy between me eiectrorn~ files and the hard copies. the hard caples govern B. Because data stored 1ll elecrromc media fonnat can deteriorate or be modified inadvertently or otherwise without authonzation of the data's creator, the parry recelving electronic files agrees that It will perform acceptance tests or procedures within 60 days, after which the recelvmg party shall be deemed to have accepted the data thus transferred. Any errors detected within the 60- day acceptance period will be corrected by the transferring party.. C When transferring documents Ul electronic media format, the transferring party makes no representations as to long term compatibility, usabillty, or readability of documents resultmg from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4 A V AILABILITI' SUB SURF ACE AN"'D PHYSICAL HAZARDOUS ENVIRONMENTAL REFERENCE POmTS OF LANDS; CONDITIONS; CONDITIONS; 4.01 Availability of Lands A. Owner shall furnish the Sne. Owner shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. Owner will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. if Contractor and Owner are unable to agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times, or both, as a result of any delay m Owner's furnishing the Site or a part thereof, Contractor may make a Claim therefor as provided in Paragraph 10.05. B. Upon reasonable written request. Owner shall furnish Contractor with a current statement ofrecord legal title and iegaI descnption of the lands upon which the Work is to be performed and Owner's interest therein as necessary for giving notice of or filing a mechanic's or construction lien against such lands in accordance with applicable Laws and Regulations. C. Contractor shall provide for all additional lands and access thereto that may be reguired for temporary construction facilities or storage of materials and eqUlpment. EJCOC C.700 Standard General Conditions of the Construction Contract. Copyright ~ 2002 National Society of Professional Engineers for E.1COC. All rights reserved, 00700 - 10 I I I I I I I I I I I I I I I I I I I I 4JJ1 Subsunaci' and Pi1vslI\li CondwU/lS I A, Reports and Dralvings: The Supplementary Conciitiom Idenllfy: I 1_ those repons of explorallons and tests of subsurface conditIOns at or contiguous to the Site that Engmeer has used 1Il prepanng the Contract Documents~ and I 2. those drawmgs of physical conditions in or relating to D:isting surface or subsurface structures at or conllguous to the SIte I except Underground F 3cilitles) that Eni:';meer has used In preparmg the Contract Documents. I I B. Limited Reliance bv Contractor on Technical Data Authonzed' Contractor may rely upon the general accuracy of the "technIcal data" contained in such reports and drawIngs, but such reports and drawings are not Contract Documents. Such "technical data" IS identified in the Supplementary Conditions. Except for such reliance on such "technical data," Contractor may not rely upon or make any claim against Owner or Engineer, or any of their Related Entities with respect to: I I I 1_ the completeness of such reports and drawmgs for Contractor's purposes, includIng, but not limited to, any aspects of the means. methods, techniques, sequences, and procedure-; of cons mIction to be employed by Contractor, and safery precautions and programs incident thereto; or I I 2. other data, imerpretallons, opinions, and mforrnation contained in such reports or shown or mdicated in such drawings; or I 3. any Contractor mterpretation of or conclusion drawn from any "technical data" or any such other data, interpretations, opmions, or information, I 4.03 DWcring Subsurface or Physical Conditions I A. Notice: If Contractor believes that any subsur- face or physical condmon at or contiguous to the Site that is uncovered or revealed either: I 1. is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is matenally maccurate; or I 1. IS of such a nature as to require a change m the Contract Documents; or I 3. differs materially from that shown or indicated m the Contract Documents; or I I 4 IS of an unusual nature, and diners marenally from condttions ordInarily encountered and generalIv recogmzed as inherent m work of the character provIded for III the Contract Documems; then Contractor shall, promptly after becoming aware thereof and before further disturbmg the subsurface or phYSIcal conditions or perfonning any Work in connec- tion theYl'with (except in an emergency as required by Paragraph 6. 1 6.A), notify Owner and Engineer m wntmg about such condition. Contractor shall not further dIsturb such conditIOn or perform any 'Nark III connection therewith (except as aforesaid) until receipt of wntten order to do so. B. Engineer's Review: After receipt of VvTitten notIce as required by Paragraph 4.03.A, Engineer will promptly review the penmenr condition, deteITnille the necessity of Owner's obtaining additional exploration or tests with respect thereto, and advise Owner in writing (with a copy to Contractor) of Engmeer's findings and conclusions. C. Possible Price and TImes Adjusnnents 1. The Contract Price or the Contract TImes, or both, will be equitably adjusted to the extent that the existence of such differing subsurface or physical condiTion causes an increase or decrease in Contractor's cOSt of, or time required for, performance (,f the Wurk; subject, however, to the follOWIng: a_ such condition must meet anyone or more of the categories described in Paragraph 4.03.A; and b. with respect to Work that is paid for on a Urut Price Basis, any adjustment in Contract Price will be subject to the provisions of Paragraphs 9.07 and 11.03. 2. Contractor shall not be entitled to any adjustment in the Contract Price or Contract Times if: a. Contractor knew of the existence of such conditions at the time ContractOr made a final commitment to Owner with respect to Contract Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract; or b, the existence of such condition could reasonably have been dIscovered or revealed as a result of any examinanon, investIgation. explo~ ratIOn, test, or study of the Site and contiguous areas required by the Biddmg Requirements or Contract Documents to be conducted by or for Contractor prior to Contractor's making such final commitment: or EJCDC (-700 ~tanriard General Conditions of the Construction Contract. Copyright @ 2002 National Society of Professional E.ngineers for EJCDC. All rights reserved. 00700 - 11 1 If an Underground Facility is uncovered or revealed at or contiguous to the Site which was not shown or mdicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditlOns affected thereby or pcrformmg any Work in connectJon therewith {except in an emergency as required by Paragraph 6.16.A), identify the owner of such Underground Facility and give v.Titten notice to that owner and to Owner and Engineer- Engmeer will EJCDC C-700 Standard General Condilions of the Conslruclioll Cnntract. Copyright ({) 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700 - 12 c Contractor failed to gIve the wntten nonce as requIred by Paragraph 4.03.A. 3. If Ov.mer and Contractor are unable to agree on entItlement to or on the amount or extent if any, of any adjustment m the Contract Pnce or Contract Times, or both. a Claim may be made therefor as provided in Paragraph 10.05. However, Owner and Engmeer, and any of their Related Entities shall not be liable to Contractor for any claims, costs, losses. or damages (meluding but not hmited to all fees and charges of engineers, architects, attorneys, and other profeSSionals and all court or arOltratiorf or other dIspute resolution costs) sustamed by Contractor on or in connectIon with any other project or antIcipated project. 4.04 Underground Facilines A. Shown or indicated- The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to Owner or Engineer by the owners of such Underground Facilities, including Owner, or by others. Unless it is otherwise expressly provided in the Sup- plementary Conditions: 1. Ov.ner and Engineer shall not be responsible for the accuracy or completeness of any such information or data: and 2 the cost of all of the followmg will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checkmg all such information and data, b. locating all Underground Facilities shown or indicated in the Contract Documents, c. coordination of the Work with the owners of such Underground Facilities, including Owner, during construction, and d. the safety and protection of all such Under- ground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated I promptly review the Underground Facility and de1:errrune the extent. If any. to wblch a change is reqmred III the Contract Documents to ref1ect and document the consequences of the eXIStence or IocatJon of the. Under- 6'Tound Facility. During such tIme, Contractor shall be responsible for the safety and protectIOn of such Underground Facility_ I I 2. If Engineer concludes that a change in the Contract Documents is required, a Work Change Directive or a Change Order will be issued to reHeet and document such consequences. An equitable adjusrmenl shall be made m the Contract Price or Contract Times, or both, to the extent that they are attributable to the existence or location of any Underground Facility that was not shown or indicated or not shown or indicated with reasonable accuracy in the Contract Documents and that Contractor did not know of and could not reasonably have been expected to be aware of or to have anticipated. If Owner and ContractOr are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment in Contract Price or Contract Times, Owner or Contractor may make a Claim therefor as provided in Paragraph 10.05. I I I I I 4.05 Reference Points I A. Owner shall provide engineerIng surveys to establish reference points for construction which in Engmeer's judgment are necessary to enah]e Contractor to proceed with the Work Contractor shall be responsible for laying Out the Work, shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations without the prior written approval of Ov.ller. Contractor shall report to Engineer whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations, and shall be responsible for the accurate replacement or relocation of such reference points or property monuments by professionally qualified personnel. I I I I 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: Reference is made to the Supplementary Conditions for the identification of those reports and drawings relating to a Hazardous Environmental Condition identified at the Site, if any, that have been utilized by the Engineer in the preparation of the Contract Documents. I I B_ Limited Reliance by Contractor on Technzcal Data AuthOrized: Contractor may rely upon the general accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified m the Supplementary CondItions. Except :for such rehanct on such "technical data," Contractor may not rely upon or make any claim against Owner or Engineer, or any of their Related Entities with respect to: I I I I F. If after receipt of such written notice A. Contractor shall furnish performance and Contractor does not agree to resume such Work based on payment bonds, each in an amount at least equal to the a reasonaoieoeiief it IS unsare or does nOT agree to Contract Price as security for the faithful performance and resume such Work under such special conditions, then payment of all of Contractor's obligations under the Owner may order the portion of the Work that is in the Contract Documents. These bonds shall remain in effect area affected by such condition to be deleted from the until one year after the date when [mal payment becomes Work If Owner and Contractor cannot agree as to due or until completion of the correction period specified EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright (\) 2002 National Society of Professional Engineers for EJCDC. All rights reserved. n07nll _ 1, I I 1. the completeness of such repons and drawmgs for Comractor's purposes, mcluding, but not limIted to, any aspects of the means, methods, techniques, sequences and procedures of constructlOn to be employed by Contractor and safety precamions and programs incident thereto: or I I "lather data, interpretations, opinions and infonnatlOn contained lD such repOflS or shown or indicated in such drawings; or I 3. any Contractor lDterpretation of or conclusion drawn from any "technical data" or any such other data, lDterpretations, oplDlOns or information. I C. Contractor shall not he responsible for any Hazardous Environmental Condition uncovered or re- vealed at the Site which was not shown or indicated in Drawings or Specificanons or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Sitt by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. I I I D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractot is responsible creates a Hazardous Environmental Condlllon, Contractor shall inunediateiy: (i) secure or otherwise isolate such conditIon; (ii) STOp all Work in connection with such condinOD and in any area affected thereby (except in an emergency as reqUITed by Paragraph 6.16.A); and (iii) notify Owner and Engineer (and promptly thereafter confirm such notice in writing). Owner shall promptly consult with Engineer concerning the necessiry for Owner to retain a qualified expert to evaluate such condition or take corrective action, if any. I I I I E. Contractor shall not be required to resume Work in conneClion with such condition or in any affected area until after Owner has obtained any required pemuts related thereto and delIvered to Contractor wrinen notice: (i) specifying that such condition and any affected area is or has been rendered safe for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed safely. If Owner and Contractor cannot agree as to emitlement to or on the amount or extent, if any. of any adjustment in Contract Price or Contract Times, or both. as a result of such Work stop- page or such special conditions under which Work IS agreed to be resumed by Contractor, either party may make a Claim therefor as provided in Paragraph 10.05, I I I I I I entitkment to or on the amount or extent, if any, of an adJUstment m Contract Pnce or Contract Times as a result of deleting such pOfllOn of the WarL then either part}' may make a ClaIm therefor as prOVIded m Paragraph 10.05. Owner may have such deleted ponion of the Wark performed by Owner's own forces or others m accordance with Article 7. G. To the fullest extent permitted by Laws and Regulations, Owner shall indemnify and hold hannless Contractor, Subcontractors, and Engineer, and the officers, directors, parmers, employees. agents, consultants, ;md subcontractors of each and any of therr, from and against all claIms, COStS, losses, and damages (mcluding but not lunited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition, provided that such Hazardous Environmental Condition: (i) was not shown or indicated in the Drawings or Specifications or identified in the Contract Documents to be mcluded within the scope of the Work, and (ii) was not created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06. G shall obligate Ovmer to indemmfy any individual or entlty from and against the conse~ quences of that individual's or entity's O\X"Tl negligence. H. To the fullest extent pemutted by Laws and Regulations, Contractor shall indemnify and hold hannless Owner and Engineer, and the offlcers, directors, partners, employees, agents, consultants, and subcontractors of each and any of them from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06,H shall obligate Contractor to indemnify any mdividual or entity from and against the consequences of that individual's or entIty's own negligence. 1. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous EnvlTonmemal Condition uncovered or revealed at the Site. ARTICLE 5 - BONDS AND INS1JRANCE 5.01 Performance, Payment, and Other Bonds A. Contractor shall purchase and maintain such liability and other insurance as is appropriate for the Work being performed and as will provide protection EJCDC C~700 Standard General Conditions oftile Construction Contract. Copyright \tJ 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700 - 14 m Paragrapn 13 .U7, whIChever 15 later. except as provided otherwise by Ll\vS or RegulatIons or by the Contract Documents. Conn-actor shall also furnish such other bonds as are reqUlred by the Conn-act Documents. B. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the current list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsunng Compa- TIles" as published in Circular 570 (amended) by the Fmancial Manal-,"tment Service, Surery Bond Branch, U.S. Deparrmem oftne Treasury. All bonas SIgned by an agent must be accompanied by a certIfied copy of the agent's authority to act. C. If the surety on any bond furnished by Contractor is declared banlaupt or becomes insolvent or its right to do busmess IS terminated in any state where any part of the Project is located or it ceases to meet the requirements of Paragraph 5.01.B, Contractor shall promptly notify Owner and Engineer and shall, within 20 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01.B and 5.02. 5.02 Licensed Sureties and Insurers A. All bonds and insurance required by the Contract Documents to be purchased and maintained by Owner or Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the jurisdiction in which the Project is located to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.03 Cerrificates of Insurance A. Contractor shall deliver to Ovmer, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by Ovmer or any other additional insured) which Contractor 1S required to purchase and maintain. B. Owner shall deliver to Contractor, with copies to each additional insured identified in the Supplementary Conditions, cenificates of insurance (and other evidence of insurance requested by Contractor or any other additional insured) which Owner is required to purchase and maintain. 5.04 ContraclOl" 's Liahili~1i Insunmce I trom claims set tonh below whIch muy anse out of or result from Contractor's performance of the Work and Contractor's other obliganons under the Contract Documents, whether it IS to be performed by Contractor. any Subcontractor or Supplier, or by anyone dIrectly or mdirectly employed by any of them to perform any of the Work. or by anyone for whose acts any of them may be liable: I I I. claims under workers' compensation, disabihty benefits, and other similar employee benefit acts; I 2. cialms for damages because of bodIly InJury, occupational sIckness or disease, or death of Contractor's employees; I I 3. claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor's employees; I 4. claims for damages insured by reasonably available personal injury liability coverage which are sus- tained: . I a. by any person as a result of an offense directly or indirectly related to the employment of such person by Contractor, or I b. by any other person for any other reason; I 5_ claims for damages, other than to the Work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom; and I 6. claims for damages because of bodily injury or death of any person or property damage arismg out of the ownership, maintenance or use of any motor vehicle. I B. The policies of insurance required by thIS Paragraph 5.04 shall: I I. with respect to insurance required by Paragraphs 5.04.A.3 through 5.04.A.6 inclusive, include as additional insured (subject to any customary exclusion regarding professional liability) Ovmer and Engineer, and any other individuals or entities identified in the Supple- mentary ConditIOns, all of whom shall be listed as addi- tional insureds, and include coverage fOT the respective officers, directors, partners, employees, agents, consultants and subcontractors of each and any of all such additional insureds, and the insurance afforded to these additional insureds shall provide primary coverage for all claims covered thereby; I I I I 2. includE' at least the specific ~overagec 2nd be written for not less than the limns of liability provided in the Supplementary Conditions or required by Laws or Regulations, whichever is greater; I I D. Owner shall not be responsible for purchasing and maintaining any property insurance specIfied in this Paragraph 5.06 to protect the interests of Contractor, Subcontractors, or others in the Work to the extent of any EJCDC C-700 :'>tllmJard General Conditi'ons of tile Construction Contract. Copyrignt tP 2002 National Society of f'rofessional Engineers for EJCDC. All rights reserved. 00700 - 15 I 3. mclude completed operatWDs insurance: I 4 mclude contractual covenng Contractor's mdenmlty Paragraphs 6. 1 land b.20: liability Insurance oblIgatIOns under I 5. contain a provision or endorsement that the coverage afforded will not be canceled, materially changed or renewal refused until at least 30 days prior written notice has been given to Ovmer and Contractor and to each other addItional insured identified in the Supplementarv Conditions to whom a cenificate of insurance has been issued I and the certlficates of insurance fumished by the Contractor pursuant to Paragraph 5.03 will so provide I; I I I 6. remain in effect at least until final payment and at all times thereafter when Contractor may be correcting, removing, or replacing defective Work In accordance with Paragraph 13.07; and I I 7. with respect to completed operations insur ~ ance, and any insurance coverage written on a clairn.s- made basis, remain in effect for at least two years after final pa ymem. I a. Contractor shall fumlsh Owner and each other additional insured identified in the Supple- mentary Conditions, to whom a certificate of insurance has been issued. evidence satisfactor;' to Clwner and any such addItional insured of contmuatlon of such insurance at fmal payment and one year thereafter. I I 5.05 Owner's Liabilzf)' insurance I A. In addition to the insurance required to be provided by Contractor under Paragraph 5.04, Owner, at Owner's option, may purchase and maintaIn at Owner's expense Owner's own liability insurance as will protect Owner against claims which may arise from operations under the Contract Documents. I I 5.06 Property Insurance I A. Unless otherwise provided ill the Supple- mentary Conditions, Owner shall purchase and maintain property insurance upon the Work at the Site in the amount of the full replacement cost thereof (subject to such deductible amounts as may be provided in the Supplementary ConditlOns or required by Laws and RegulatIons l. This insurance shall: I I 1. include the interests of Owner, Contractor, Subcontractors. and Engineer, and any other individuals or entlties identified in the Supplementary Conditions, and the c,fficers, dlIee'tOrs. part11t:rs, employees, agents, consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable mterest and shall be listed as an msured or additIOnal insured; I I :::.. be \'/TItten on ;; Builder'" RIsk "all-nsk" or open peril or speCIal causes of loss polIcy form that shall at least include insurance for physical loss or damage to the Work, temporary buildings, false work. and materials and eqUlpment in transir, and shall msure agamst at least the followmg perils or causes of loss: fire, lightning, extended coverage. theft, vandalIsm and malicIOUS mischief, earthquake, collapse, debris removaL demolitlOn occasioned by enforcement of Laws and Regulations, water damage, (other than caused by flood) and such other perils or causes of loss as may be specifi- cally required by the Supplementary Conditions: y 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of engineers and architects): 4. cover materials and equipment stored at the Site or at another location that was agreed to in writing hy Owner prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by Engineer; 5. allow for partial utilization of the Work by Owner; 6. include testing and startup: and 7. be maintained m effect until [mal payment is made unless otherwise agreed to in wriung by Owner. Contractor, and Engineer with 30 days wntten notice to each other additlOnal msured to whom ::: certificate of insurance has been issued. B. Owner shall purchase and maintain such boiler and machinery insurance or addItlOnal property insurance as may be required by the Supplementary Conditions or Laws and Regulations which will include the interests of Owner, Contractor, Subcontractors, and Engineer, and any other individuals or entIties identified in the Supplementary Conditions, and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them, eaeb of whom is deemed to have an insurable interest and shall be listed as an insured or additional insured. C. All the policies of insurance (and the certifi- cates or other evidence thereof) required to be purchased and maintained in accordance with Paragraph 5.06 will contain a provision or endorsement that the coverage afforded will not be canceled or materially changed or renewal refused until at least 30 days prior written notice has been given to Owner and Contractor and to each other additJonal insured to whom a cenificate of insurance has been issued and will contain waiver provisions in accor- dance with Paragraph 5.07. deductible amounts that are Idennfied in the Supple- mentary Conditions. The nsk of loss withll1 such identIfied deductible amounr will be borne by Contractor. Subcontractors, or others suffering any such loss, and if anv of them wIshes property insurance coverage wIthin the llInirs of such amounts, each may purchase and mamtain It at the purchaser's own expense, E. If Contractor requests in wTlting that other special insurance be included In the property insurance policIes provided under Paragraph 5.06, Ov.ner shall, if possible. mclude such insurance, and the cost thereof will be charged to ContraCtor hy appropnate ChangO' Order. Prior to commencement of the Work at the Site, Owner shall in wnting adVIse Conn' actor whether or not such other insurance has been procured by Owner. 5.07 . I-Vaiver of Rights A. Owner and Contractor intend that all policies purchased in accordance with Paragraph 5.06 will protect Owner, Contractor, Subcontractors, and Engmeer, and all other individuals or entities identified in the Supple- mentary Condltions to be lIsted as insureds or additional insureds (and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them) in such policies and will provide primary coverage for all losses and damages caused by the perils or causes of loss covered thereby. All such policies shall contain provision" to the effect that in the event of payment of ,any loss or damage the insurers will have no rights of recovery against any of the insureds or additlonal insureds thereunder. Owner and Contractor waive all rights against each other and their respective officers, directors, parmers, employees, agents, consultants and subcontractors of each and any of them for all losses and damages caused by, arising out of or resulting from any of the perils or causes of loss covered by such policies and any other property illSutance applicable to the Work; and, in addition, waive all such rights against Subcontractors, and Engmeer. and all other individuals or entities identified ill the Supplementary Conditions to be listed as insured or additional insured (and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them) under such policies for losses and damages so caused. None of the above waivers shall extend to the rights that any pany making such waiver may have to the proceeds of insurance held by Owner as trustee or otherwise payable under any policy so issued. B. Owner waives all rights against Contractor, Subcontractors, and Engineer, and the officers, directors, partners, employees. agents, consultants and subcontractors of each and any of them for: I 1. loss due to husmtss mterrup II OIl. 10so ()[ use, or other cousequenual loss extendmE: beyond direC\ phYSIcal loss or damage to Owner's properf.\' or t:h(~ Work caused by, arismg out of or resultmg from fire or other perils whether or not insured by Owner: and I I 2. loss or damage to the completed Project or part thereof caused by, ansmg our of, or resulting from fire or other insured peril or cause of loss covered by any property insurance mamtained on the completed Project or .part thereof by Owner during partial utilization pursuant to Paragraph ! 4.05, after Substamial CompletlOn pursuant to Paragraph 14.04, or afte:' fUl:ll paymern pursuant to Paragraph 14.07 I I C. Any insurance policy maintained by Owner covering any loss, damage or consequential loss referred to In Para!:,'Taph 5.07 ,B shall contain proviSIOns to the effect that in the event of payment of any such loss, damage, or consequential loss, the insurers will have no rights of recovery agamst Contractor, Subcontractors, or Engineer, and the officers, directors, partrlers, employees, agents, consultants and subcontractors of each and any of them. I I I 5.08 Receipt and Application of Insurance Proceeds I A. Any insured loss under tne polICIes of insurance reqUITed bv Paragraph 5.06 wiU be adjusted with O\Vller and made: payable to Owner a" DduClar: fen the insureds, as theIr interests may appear, subject to the reqmremenrs of any applicable mortgage clause and of Paragraph 5 .OS .B. Owner shall deposit in a separate account any money so received and shall distribute it in accordance with such agreement as the parties in interest may reach If no other special agreement is reached, the damaged Work shall be repaired or replaced, the moneys so received applied on account thereof, and the Work and the cost thereof covered by an appropriate Change Order. I I I B. Owner as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in interest shall object in writing within 15 days after the occurrence of loss to Owner's exercise of this power. If such objection be made, Owner as fiduciary shall make settlement with the lllSurers in accordance with such agreement as the panies in interest may reach. If no such agreement among the parties ill interest is reached, Owner as fiduciary shall adjust. and settle the loss with the insurers and, if required in writing by any party in interest, Gv.ner as fIduciary shall give bond for the proper performance of such duties. I I I I 5.09 Acceptance of Bonds and insurance: Optioll tc> Replace I A. If either Owner or Contracmr ha" any objection to the coverage afforded by or other provisions . of the bonds or insurance required to he purchased and maintained by the other party in accordance with Article 5 on the basis of non-confomlance with the Comract I I EJCDC C-700 Standard General Conditions of the Coostruction Contract. Copyright iO 2002 National Society of Professional Engineers for E.lCnc. All rights reserved. nn700 _ 1'; I I I I I I I I I I I I I I I I I I I Document3, the oble~t!ng Dam shall so notitv the other part:, In wrltlng wllhm I (I days after reCtlpt of the certiflcales (or other evidence requested) requITed by Para,graph 2.01.B Owner and Conrractor shall each provlde to the other such addillonal infonnanon ill respect of insurance provided as the other may reasonably request. If either party does nor purchase or mamtam all of the bonds and insurance required of such pany by the Contract Documents, such parry shall notify the other party m wnting of such failure to purchase prior to the start of the W orL or of such failure to maintain prior to any change in the required coverage Without prejudice to any other nght or remedy. the other party may elect to obtain equivalent bonds or insurance to protect such other parry's Interests at the expense of the party who was required to proVIde such coverage, and a Change Order shall be Issued to adjust the Contract Price accordmgly_ S, 1 0 Parrial UtilizatIOn. Acknowledgment or Proper!)' insurer A. [f Owner finds it necessary to occupy or use a portion or portions of the Work pnor to Substantml Completion of all the Work as provided in Paragraph 14.05, no such use OT occupancy shall commence before the insurers providing the property insurance pursuant to Paragraph 5.06 have acknowledged notice thereof and in writing effected any cl:mngt:s in coverage necessitated thereby_ The lIlsurers providmg the property insurance shall consent by endorsement on the policy or policies, but the propeny insurance shall not be canceled or pennitted 10 lapse on account of any such partial use OT occupancy, ARTICLE 6 - CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and duect the Work competently and efficiently, devotll1g such attention thereto and applying such skills and expemse as may be necessary to perfoI111 the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, tecbmques, sequences, and procedures of constructlOn. Contractor shall not be responsible for the neghgence of Owner or Engineer m the design or specificanon of a specific means, method, technique, sequence, or procedure of construction which IS shown or mdlcated in and expressly required by the Contract Documents. B, At all times during the progress of the Work, Contractor shall aSSIgn a competent resident supenn- tendent who shall not be replaced without wntten notice to OwneT and Engineer except under exrraordll1ary circumstances. The superintendent will he Contractor's representative at the SlIe and shall have authonty to act on behalf of Contractor. All corrunumcatlOns given to or received trom the supennlcndcnt shall bc blrldlIlg on Contractor. 6.0:2 Labor, fVorkmg Hours A, Contractor shall provide competent, suitably qualified personnel to survey and lay Out the Work and perform constructIOn as required by the Contract Docu- ments, Contractor shall at all tImes mamtam good disCI- pline and order at the Site R Except a~, otherwise required for the safety or protc:rion of persons or the Work or propeny at the SHe Ot adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during regular workmg hours. Contractor will not pennit the performance of Work on a Saturday, Sunday, or any legal holiday without Owner's "Titlen consent (whicb will not be umeasonabIy wtthheld) glVen after prior wrmen notice to Engmeer. 6.03 Services, Materials. and EqUipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibilIty for all services. materials, equipment, labor, transportation. construction equipmem and maehmery, tools, appl1an~es, fuel, power, llghL heat, teiephone, water, sanitary facilitIes, 1emporaT'.' faciinies, and all other faci1itie: and incidentals necessary fur the performance, testmg, start-up, and completion of the Vv'ork B, All materials and equipmem incorporated mto the Work shall be as specifled or, if not specified, shall be of good qualny and new, except as otherwise provided in the Contract Documents All special warranties and guarantees required by the Specifications shall expressly run to the benefit of Owner, If required by Engineer, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. C. All materials and equipment shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 6.04 Progress Schedule A, Contractor shall adhere to the Progress Schedule established in accordance with Paragraph 2.07 as It may be adjusted from tIme to lime as provided below, EJCDC C.70() Standard General Conditions IIf tbe CIIlIstructilln Contract. Copyright Il;) 2002 Natillnal SlIciety of Professional Engineers for EJCDC. All rights reserved. nn.,-I\f) 1~ I, Contractor shall subrmt to Engmcer for acceptance (to the extent mdicated m Paragraph 2.07) proposed adjustments In the Progress SchedUle that will not result in changing the Contract Times. Such adjust- ments will comply with any provIsions of the Genera] Re- qUlrements apphcabJe thereto. 2) It will conform sUDstantrally to the detaiied requrrements of the Item named m the Contract Documents, 2. Substitute Items 2. Proposed adjustments in the Progress Schedule that will change the Contract Times shall be submitted in accordance WIth the reqUlrements of Article 12. Adjustments in Contract TImes may only be made by a Change Order. a. If in Engineer's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or-equal" ilem under Paragraph 6.05.A.I, it will be considered a proposed substitute item. ,I' b.OS Subsritutes and "Or-Equals" b. Contractor shall submIt sufficient informatIOn as provided below to allow Engmeer to determine that the item of malenal or equipment proposed is essentially eqUlvalcnt to that named and an acceptable substltute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by Engineer from anyone other than ContraclOL A. Whenever an item of matenal or equipment is specified or described 111 the Contract Documents by using the name of a proprietary aem or the name of a partIcular Supplier, the specification or descnption is intended to establish the type, function, appearance, and qual1ty required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or-equal" item or no substitution is permitted, other items of material or equipment or material or equipment of other Suppliers may be submitted to Engineer for review under the circumstances described belo",. c. The requirements for reVIew by Engineer will be as set forth in Paragraph 6.0S.A.l.d, as supplemented in the General Requirements and as Engineer may decide is appropriate under the circumstances. 1. "Or-Equal" Items. If in Engineer's sole discretion an item of material or equipmem proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be reqUITed, it may be considered by Engineer as an "or-equal" item, in which case review and approval of the proposed item may, in Engineer's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6,05.A.1, a proposed Item of matenal or equipment will be considered functionally equal to an item so named if: d Contractor shall make written application to Engineer for review of a proposed substItute item of material or equipment that Contractor seeks to furnish or use. The application: 1) shall certify that the proposed substi- tute item will: a) perform adequately the functions and aclneve the results called for by the general design, a. in the exercise of reasonable judgment Engineer determines that: b) be similar in substance to that specified, and 1) it IS at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; c) be suited to the same use as that specified; 2) will state: 2) it will rehably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole, a) the extent, if any, to which the use of the proposed substitute item will preju- dice Contractor's achievement of Substantia] Completion on time: 3) it has a proven record of performance and availability ofresponsive service; and b) whether or not use of the proposed substitute Item in the Work will requITe a change in any of the Contract Docu- ments ~ or m the provlslons of any othe::- duect contract wlth Owner for other work on the Project) to adapt the design to the proposed substitute item; and b. Contractor certifies that. if approveci and mcorporated into the Work: 1) there will be no increase in cost to the Owner or increase in Contract Times, and E.JcnC C-700 Standard General Conditions oftlle Construction Contract. Copyright 'D 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700 - 18 I I I I I I I I I I I I I I I I I I I I I C I whether 0:- not mcorporation or use of the proposed substIulte Item in con- nection wIth tht Wark IS subject to payment of any license fee or royalty I :3 I willldentify: I a) all VanatlOns of the proposed substJillte item from that specified, and I b) available engineering, sales, mamtenance, repair, and replacement se::-Vlces: I 4) and shall comain an itemized estI- mate of all costs or credits that will result dITectly or indIrectly from use of such subsnrute item, including costs of redesign and claIms of other contractors affected by any resulting change, I I B. Substitute Consrruction Methods or Proce- dures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilIze a substitute means, method, technique, sequence, or procedure of constmctiotl approved by Engineer. Contractor shall submn sufficient information to allow Engmeer, in Engmeer's sole discretion, to deterrnmt that the substirutt proposed is eqUlvalent to thai e;,;pressiy called for by the Contract Documents. The reqUlrements for review by Engineer will be simib.r to those provided in Paragraph 6.0S.A.2. I I I C. Engineer's Evaluation Engineer will be allowed a reasonable tIme within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. Engineer may require Contractor to furnish additional data about the proposed substitute item. Engineer will be the sole Judge of acceptability. No "or equal" or substitute will be ordered, installed or utilized until Engineer's review is complete, WhlCh will be evidenced by either a Change Order for a substitute or an approved Shop Drawing for an "or equal." Engineer will advise Contractor m wnting of any negative determination. I I I I D. Special Guarantee- Owner may require Contractor to furnish at Contractor's expense a special performance guarantee or other surety with respect to any substimte _ I I E. Engineer's Cost Reimbursement: Engineer will record Engineer's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.0S.A.2 and 6.0S_B Whether or not Engineer ;J.pproves a substltute item so proposed or subnutted by Contractor, Contractor shall relmhurse Owner for the charges of Engineer for evaluating each such proposed substitute_ Contractor shall also reimburse Owner for the charges of EngIneer for making changes in the Contract I I Documents lor in the proVISIons of any other ciUCCI contract wIth Owner) resultmg from the acceptance of each proposed subsrimtc_ F Conrracror's Expense: Contractor shan provide all data in support of any proposed substltute or "or-equal" at Contractor's expense_ 6_06 Concerning Suhcol1trCl.ctors, Suppliers. and Others A Contractor shall not employ any Subcon- tractor. Supplier. or other "individual or entIty I including those acceptable to Owner as mdicaled in Paragraph 6.06.B), whether lllnially or as a replacement. agamst whom Owner may have reasonable objectIOn. Contractor shall not be requued to employ any SubcontraclOr, Supplier, or other individual or entity to furnish or perform any of the Work against whom ContraclOr has reasonable objection. B. If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, or other individuals or entities to be submitted to Owner in advance for acceptance by Owner by a specified date prior to the Effective Date of the Agreement, and if Contractor has submitted a lIst thereof in accordance v'ith the Supplementary Conditions, O"'TJer's acceptdili:t (either in writing or by failing to mak~ written oblecnon thereto by the dalt mdicatcd for accepwnc:c OT obiee;.;()r: in the Bidding Documents or the Contract Document; j of any such Subcontractor, Supplier, OT other individu::li or entity so identified may be revoked on the basis of reason- able objection after due investigation. Contractor shall subnut an acceptable replacement for the reje.::ted Subcontractor, Supplier, or other individual or entity, and the Contract Price will be adjusted by the difference in the cost occasioned by such replacement, and an appropriate Change Order will be issued. No acceptance by Owner of any such Subcontractor, Supplier, or other individual or entity, whether mitially or as a replacement shall consti- tute a waiver of any right of Owner or Engmeer to reject defecllve Work. C. Contractor shall be fully responsible to Owner and Engineer for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities perfomung or furnlshing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other mdivIdual or entity any contractual relationship between Owner or Engineer and any such Subcontractor, Supplier or other individual or entity. nor 2. shall anything in the Contract Documents create any obligation on the part of Owner or Engineer to payor to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual E,ICDC ("-700 Standard General Condition. of the Construction Contract. Copyright /l:' 2002 National Society of Professional Engineers for EJCnc. All rights reserved. 1I1l711n _ 1<) C. Changes in Laws or Regulations not known at the time of opening of Bids (or, on the EffectlYe Date of the Agreement if there were no B10S) havlllg an effect on the COSl or time of performance of the Work shall be the subject of an adjustment III Cuntract Pnce: or Contract Times. If Owner and Contractor are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment, a Claim may be made therefor as provided in Paragraph 1005. EJCDC C -700 Standard General Conditions of the ConstructiOIl Contract. Copyright (Q 2U02 National Society of Professional Engineers for E:Jcnc. All rights reserved. 00700 - 20 or entHy except a, mav otherwlse be reqUIred by Laws and RegulallOn;" D Contractor shall be solely responsible for scheduling and coordmating the Work of Subcontractors, Suppliers, and other mdlViduals or entIties performmg or furnishing any of the Work under a direct or indirect contract with Contractor. E. Contractor shall require all Subcontractors, Suppliers, and such other indIViduals or entltJes per- forming or furnishing any of the Work to communicate WIth Engineer through Contractor. F. The divlsions and sections of the Specifica- tions and the identifications of any Drawings shall not control Contractor m dividing the Work among Subcon- tractors or Suppliers or delineating the Work to be performed by any specific trade. G. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appro- priate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of Owner and Engineer. Whenever any such agreement is with a Subcontractor or Suppher who is Itsted as an additional insured on the property insurance provided in Paragraph 5.06, thl;; agreeml;;nt berween the Contractor and the Subcontractor or Supplier will contain proviSIons whereby the Subcontractor or Supplier waives all nghts against Owner, Contractor, and Engmeer" and all other individuals or entities identified m the Supplementary Conditions to be listed as insureds or additional insureds (and the officers, directors, partners, employees, agents, consultants and subcontractors of each and any of them) for all losses and damages caused by, arising out of, relating to, or resulting from any of the perils or causes of loss covered by such policies and any other property insurance applicable to the Work. If the insurers on any such policies require separate waIver forms to be signed by any Subcontractor or Supplier, Contractor will obtain the same. 6.07 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporatIon in the Work of any invention, design, process, product, or device which is the subject of patent rights or copynghts held by others. If a particular invention, design, process, product, or device IS specified in the Contract Documents for use in the performance of the Work and If to the actual knowledge of Owner or Engineer its use is subject to patent nghts or copyrights calling for the pa:>1TIent of any license fee or royalty to others, the existence of such rights shall be disclosed by Owner in the Contract Documents. I B, To the fullest eXTent perrruned "hy Laws and ReguiatlOns. Contractor shall moenrruty and hOld harmless Owner and Engineer. and the officers. dIrectors, parmers, employees, agents, consultants and subcontractors of each and any of them tram and agamst all claIms, costs, losses, and damages (mcludmg but not limited 10 all fees and charges of engineers, architects, attomeys, and other profeSSIOnals and al1 coun or arbitration or other dispute resolutIOn costs) ansing out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, deSIgn, process, product, or device not specified in the Contract Documents. I I I I 6.08 Permits I A. Unless otherwIse provided m the Supple- mentary CondItions, Contractor shall obtam and pay for all construction permits and licenses. Owner shall assist Contractor, when necessary, m obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, Ot, if there are no Bids, on the Effective Date of the Agreement. O'W'Iler shall pay all charges of utility owners for connections for providing permanent service to the Work I I I 6.09 Laws and RegulatIOns I A. Contractor shall give all notices required by and shall comply with all Laws and RegulatlOllS applica~ ble to the performance of the Work. EXl:ept where otherwise expressly required by applicable Laws and Regulations, neither Owner nor Engineer shall be responsible for monitoring Contractor's compliance ",-jth any Laws or Regulations. I I B. If Contractor perfonns any Wark knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engmeers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolutIon costs) arismg out of or relating to such Wark. However, it shall not be Contractor s pnmary responsibility to make certain that the Specifications and Drawmgs are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations undet Paragraph 3.03. I I I I I I I C. All damage, injury, or loss to any property referred to m Paragraph 6.13.A.2 or 6.13.A.3 caused, directly or mdirectly, in whole or m part, by Contractor, any Subcontractor, Suppl1er. or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be hable, shall be remedied by Contractor (except damage or Joss attributable to the fault of Draw- EJCDC ('-700 Slandard (~eneral Condition~ of tne Con~truction Contract. Copyrighl 1&\ 2002 l"ational Society of Professional Engineers for EJCDC All rights reserved. 00700 - 2J I I 6.10 Taxes A. Contractor shall pay all sales, consumer, uSt, and other similar taxes reqUIred to be paid by Contractor in accordance wlth the Laws and Regulanoils of the place of the Project wruch are applicable dunng the performance of the Work I I 6.11 lJse oISite and Other Areas I A. LImitation on Use of Site and Other Areas I I. Comractor shall confme construction equip- ment, the storage of materials and eqUlpment, and the operations of workers to the Site and other areas perrmtted by Laws and RegulatIons, and shall not unreasonably encumber the SIte and other areas WIth construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. I I I 2. Should any claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly settle with such other party by negotiation or otherwise resolve the claIm by arbitration or other dispute resolution proceeding or at law. I 3. To the fullest extent pennitted by Laws and Regulations, Contractor shall indemnify and hold hannless Owner and Engineer, and the offIcers, directors. partners, employees, agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (mcluding but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant agamst Owner, Engineer, or any other party indemnii:Jed hereunder to the extent caused by or based upon Contractor's performance ofthe Work. I I I I B. Removal of Debris During Performance of the Work" During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. I I C. Cleaning' Prior to Substantial CompletJon of the Work Contractor shall clean the Site and the Work and make it ready for urilization by (Iwner. At the com- pletion of the Work Contractor shall remove from the Site all tools, applIances, construction equipment and machinery, and surplus materials and shall restore to origmal condition all property not deSIgnated for alteration by the Contract Documents I I I D Loadm't: StrLlCl1.lres: ConrraclOT shall nol ioad nor penlllt any part of any structure to he loaded Ul any marnlcr that will endanger the SUllcture, nor shall Contractor subject any part of the 'vVork or adjacent property to stresses or pressures that will endanger 1t. 6,12 Record Ducuments A. Contracwr shall maintain in a safe place at the SIte one record copy of all Drawings, SpecIficatlOtlS, Addenda, Change Orders, Work Change Directives, FIeld Orders, and written interpretations and clarifications Il1 !,ood order and annotated to show changes made dunng constructIon. These record documents together wnh all approved Samples and a counterpart of all approved Shop Drawings will be available to Engmeer for reference. Upon completion of the Wark, these record documents, Samples, and Shop Drawings will be delivered to Eng1- neer for Owner. 6.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and superv1sing all safety precau- tions and programs in connection with the Work. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protecllon to prevent damage, injury or loss tc: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be Incorporated therein, whether in storage on or off the Site: and 3. other property at the Site or adjacent thereto, irIcludirIg trees, shrubs, lawns, walles, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply ",'ith all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and mamtain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utibty owners when prosecution of the Work may affect them, and shall cooperate with them m the protection, removaL relocatIon, and replacement of their property. mgs or SpcClfical10nS or to the acts or on11SSlOn5 of 0\'lner or Engmeer or , or anyone emploved hy any of them, or anyone fi)T whose acts any of them may be hable, and not attributable, duectly or indirectly, 111 whole or m part, to the fanH or negligence of Conrractor or any Subcontractor, Supplier. or other individual or enmy directly or indIrectly employed by any oftheml D. Contractor's dutIes and responsibilitIes for safety and for protection of the Work shall continue until such time as all the Work is completed and Engineer has issued a notice to Owner and Contractor in accordance WIth Paragraph 14.07.B that the Work IS acceDtable I except as otherwise expressly provided in connectIOn wllh Substantial Completion). 6, l4 Safety Represemative k. Contractor shall designate a qualified and experienced safety representative at the Site whose duties and responsibilities shall be the prevention of accidents and the maintaining and supervising of safety precautions and programs. 6.15 Hazard Communication Programs A. Contractor shall be responsible for coordi- natmg any exchange of material safery data sheets or other hazard communication information reqUIred to be made available to or exchanged between or among employers at the SIte in accordance with Laws or Regulations. 6.16 Emergencies A. In emergencies affecting the safety or protec- tion of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give Engineer prompt wntten notice if Contractor believes that any significant changes in the Work or vanations from the Contract Documents have been caused thereby or are required as a result thereof. If Engineer determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Work Change DirectIve or Change Order will be Issued, 6,17 Shop Drawings and Samples A. Contractor shall subnut Shop Drawings and Samples to Engmeer for review and approval in accor- dance with the acceptable Schedule of Subrmttals (as required by Paragraph 2,Oh Each subrmttal will be identified as Engmeer may require. t. Shop [haWlngs a. Subrmt number of copIes specified in the General Requirements. h. Data shO\vTl on the Shop Drawmg 0 \I-,!lll he complete \.vnh respect to quantll1es, dimensIOns, specified performance and deSIgn cntena. matenals, and smular data to show Engineer the services, materials, and equipment Contractor proposes to prOVIde and to enable Engmeer to review the mformatlon for the limited purposes reqUIred by Paragraph 6,17 ,D. 2 Samples Contractor shall also suhnut Samples to Engineer for rt'Vlew and approval ID accor- dance WIth the acceptable schedule of Shop Drawings and Sample submlltals. a. Submit number of Samples specified m the Specifications. b, Clearly identify each Sample as to materiaL Supplier, pertinent data such as catalog numbers, the use for WhlCh intended and other data as Engineer may require to enable Engineer to review the submittal for the limited purposes required by Paragraph 6.17 ,D. B. Where a Shop Drawing or Sample is required by the Contract Documents or the Schedule of Submlttals , any related Work performed prior to Engmeer's review and approval of the penmen! submittal will be at the sole expense and responsibilIty of Contractor. C. Submittal Procedures 1. Before submitting each Shop Drawing or Sample, Contractor shall have detennined and verified: a. all field measurements, quantities, dimensions, specified performance and design criteria, installation requirements, materials, catalog numbers, and similar information with respect thereto ; b. the suitability of all materials with respect to intended use, fabrication, shipping, handling, storage, assembly, and installatIon pertaining to the performance of the Work; c. all information relative to Contractor's responsibilities for means, methods. techlllques, sequences, and procedures of construction, and safety precautions and programs inCIdent thereto; and d. shall also have reviewed and coordinated each Shop Drawing or Sample Drawings and Samples requrrements of the Work Documents. WIth other Shop and witli the and the Contract 2. Each submittal shall bear a stamp or specIfic written certification that Contractor has satISfied Contractor's oblIgations under the Contract Documents E.JCDC C~ 700 Standard General Conditions of the Construction Comract. Copyright i&l 2002 National Society of Professional Engioeers fnr EJCDC All rights reserved, 007110 _ 12 I I I I I I I I I I I I I I I I I I I I I with respect to ContrLlcr(1f", revIew and approval of that subnuttaL I 3. WIth each submittal, Conn-actor shall give Engmeer specific wTltten notIce of any vanaliom. Ihalthe Shop Drawmg or SamDk may have from the reqUIrements of the Conrract Documents. This nOlice shall be both a written communication separate from the Shop Drawing's or Sample Submmal; and, In addItion, by a specific notation made on each Shop Dra\ving or Sample submit- ted to Engineer for review and approval of each such variation. I I D. Engzneer's ReView I 1. Engmeer will provide timely revie\v of Shop Drawings and Samples in accordance with the Schedule of Subrruttals acceptable to Engineer. Engineer's review and approval will be only to determine if the items covered by the submittals will, after mstallation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as ind.lcated by the Contract Docu- mems. I I I -, Engineer's review and approval will not extend w means, methods, techmques, sequences, or procedures of construction (except where a particular means, method, techmque, sequence, or procedure of con- structlOn is specifica1Jy and expressly called for by the Contract Documents.1 or to safety precautions or programs incident thereto. The review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. I I I 3. Engineer's review and approval shall not relieve Contractor from responsibility for any variation from the requirements of the Contract DoclllTIenrs unless Conrractor has complied with the requirements of Paragraph 6.17.C.3 and Engineer has given written approval of each such variation by specific written notation thereof incorporated in or accompanymg the Shop Drawmg or Sample. Engineer's review and approval shall not relieve Contractor from responsibility for complymg wlth the requirements of Paragraph 6.17.C.1. I I I E. Resubmirta/ Procedures I 1. Contractor shall make corrections reqmred by Engineer and shall return the required number of cor- rected coples of Shop Drawings and submit. as required, new Samples for reVIew and approval. Contractor shall direct specific attentIOn m writmg to revisions other than the correcnons called for by Engincc" on prevIOus subrruttals. I I 6.18 Continuing the fVork I A. Contractor shall carryon the Work and adhere to the Progress Schedule durrng an disputes or disagreements wall Ov.'T\er. No Work shall be delavcd or postponed pendmg resolutlOll of ilny dispmes or disagreements. except as perrrutted by Paragraph 15.04 or as (-,wner and Contractor may otherwise agree in wrinng. b.19 Contractor's Genera! Warranll! and Guarantee A. Contractor warrants and guarantees to Ov,rner that all Work will be in accordance with the Contract DocumentS and will not be defective Engineer and Its Related Entities shall be entitled to rely on representation of ContracIDr' s warranty and guarantee. ~ B. Contractor' s warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operatlon by persons other than Contractor, Sub- contractors, Suppliers, or any other indIvidual or enmy for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obhgation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by Engineer: 2. recommendation by Engineer or payment by Owner of any progress or final payment; 3. the issuance of a certificate of Substantial Completion by Engineer or any payment related thereto by Owner; 4. use or occupancy of the Work or any part thereof by Owner; 5. any review and approval of a Shop Drawing or Sample subnllttal or the Issuance of a notice of acceptabil- ity by Engineer; 6. any inspection, test, or approval by others; or 7. any correction of defectlve Work by Owner. 6.20 Indemnification A. To the fulIest extent permItted by Laws and Regumions, Contractor shall indemnify and hold harmless Owner and Engineer, and the officers, duectors. partners. employees. agents, consultants and subcontractors of each and any of them from and against all claims, costs, losses, and damages (includlllg but not linllted to all fees and charges of engineers, architects. attorneys, and other professionals and all court or E.lCl>C (:-700 Standard General Conditions of the Construction Co'ntract. Copvright @ 2002 National &Ilciety of Professional Engineers for EJCDC. All rights reserved. 00700 - 23 arbllratioTl or ot!1o:r dIspute resoJUtlon COStS I anslDg uul of or relanDg tu ttlt performance 01 the W urL provided that any such claim, cust loss, ur damage IS attributable to bodily lllJury, sickness, disease, or death, or to mjury to or destruction of tangible property (other than the Work melfi, mcludmg the loss uf use resulting therefrom but only to the extent caused by any negligent act or OII1lsS10n of Contractor, any Subcontractor, any Supplier, or any mdivldual or enmy directly or indirectly employed by any of them to perf0D11 any of the Work or anyone fur whose acts any of them may be lIable . B. In any and all c1auns agal.."1st Owner or Engmeer or any of theIr respectlve consultants, agents, officers, directors, partners, or employees by any employ- ee \ or the survIvor or personal representatIve of such employee) of Contractor, any Subcontractor, any Supplier, or any individual or entlT)' directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation under Paragraph 6.20,A shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for ContraclOr or any such Subcontractor, Supplier, or other individual or entity under workers' compensation acts, disabihty benefit acts, or other employee benefit acts. C The indemnification obligations of Contractor under Paragraph 6.20,A shall not extend to the liabiht)' of Engineer and Engineer's officers, directors, partrJers, employees, agents, consultants and subcontractors arising out of: I. the preparation or approval of, or the failure to prepare or approve, maps, Drawings, opinions, reports, surveys, Change Orders, designs, or Specifications; or 2. giving directions or instructions, or failing to give them, if that is the primary cause of the injury or damage. 6.21 Delegation ojProfessional Design Senlices A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. Contractor shall not be reqUIred to provide professlOnal services in violation of applicable law, shall appear on ail drawmg" c<.ticUlatiOn", sptClfications. ceniflcanons, Shop Drawmgs and other SU[llmttab prepared by such professionaL Shop Drawings and other submittals related to the Work deSIgnee! or certIfied by such professlOnaL if prepared by others, shaJ1 bear such professlOnal's wrinen approval when submtned to Engineer. C. Owner and Engmeer shall be entItled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided O\.Vl1er and Engmeer have specified to Contractor all performance and deSIgn criteria that such servIces must saris f)' . D. Pursuant to this Paragraph 6,21, Engineer's revIew and approval of design calculations and deSIgn drawings will be only for the limited purpose of checkmg for conformance with performance and design cnteria given and the design concept expressed m the Contract DocumentS. Engineer's reVIew and approval of Shop Drawings and other submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 6.17.D.1. E. Contractor sha11 not be responsible for the adequacy of the performance or desi!:,'1l critena required by the Contract Documents. ARTICLE 7 - OTHER WORK AT THE SITE 7.01 Related Work at Site A. Owner may perform other work related to the Project at the Site with Owner's employees, or via other direct contracts therefor, or have other work performed by utility owners, If such other work is not noted in the Con- tract Documents, then: 1. written notice thereof will be given to Contractor prior to starting any such other work; and 2. if Owner and Contractor are unable to agree on entitlement to or on the amount or extent if any, of any adjustment in the Contract Price Of Contract Times that should be allowed as a result of such other work, a Claim may be made therefor as provided in Paragraph 10,05. B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner B. If professional design servIces or and Owner, if Owner is performing other work with cenificanons by a deSIgn professlOnal related to systems, Owner's employees, proper and safe access to the Site, a materials or equipment are speCIfically reqUITed of reasonable opportunity for the mtroduction and storage of Contractor by the Conrract Documents, Owner and matenals and equipment and the execution of such other Engmeer will speCIfy all performance and deSIgn criteria work, and shall properly coordinate the Work WIth them. that such services must satisfy, Contractor shall cause Contractor shall do all cuttmg, fitting, and patching of the such services or certifications to be provided by a Work that may be reqUIred to properly connect or properly licensed professional, whose signature and seal otherwise make its several parts come together and EJCDC C -700 Stllndard General Conditions of the Construction Contract. Copyright (tJ 2002 National Society of Professional Engineers tor EJCDC. All rights reserved, 00700 - 24 I I I I I I I I I I I I I I I I I I I I I properly ll1tegrate wIth sud otber work. ContracTOr snall not enuanger any work of others by cunmg, excavatmg. or otherWIse altenng their work and will only cut or alter theIr work with the mItten consent of Engineer and the others whose work will be affected. The dunes and responsibilities of Contractor under this Paragraph are for the benefit of such utility owners and other contractors to the extent that there are comparable provisions for the benefit of Contractor in said direct contracts between Owner and such utility o'\Vllers and other contractors. I I I C. If the proper execution or results of any part of Contractor's Work depends upon work performed by other" umier this ArtICle 7. Contractor shall mspect such other work and promptly report to Engineer in wnting any delays, defects, or deficlenCles in such other work that render it unavailable or unsUItable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constItute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects and deficiencies in such other work. I I I 7.02 Coordination I A. If O"'ner intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Condi- tions: I 1. the mdividuai or entity who will have authority and respousibilny for coordinatIon of the activIties among the various conrractors will be identified; I 2. the specific matters to be covered by such authonty and responsibil1ty will be itemized; and I 3. the extent of such authority and responsibili- ties will be provided. I B. Unless otherwise provided in the Supplementary Conditions, Owner shall have sole authority and responsibijjty for such coordination. I 7.03 Legal Relationships I A. Paragraphs 7.0 l.A and 7.02 are not applicable for utijjties not under the control of Owner. I B. Each other dIrect contract of Owner under Paragraph 7 .OI.A shall provide that the other contractor is hable to Owner and Contractor for the reasonable dIrect delay and disruptlOn costs incurred by Contractor as a result of the other contractor's actions or inactions. I C. Contractor shall be liable to Owner and any other contractor for the reasonable direct delay and dIsruption COStS incurred by such other contractor as a result of Contractor's action or inactions. I ARTICLE S - OWNER'S RESPONSIBILITIES 8.0 I Communicanons to Colltractor A. Except as otherwise provided in these General CondltlOns, Owner shall issue all commumcations to Contractor through Engineer. 8.02 Replacement o.(Engineer A. In case of termmatJon of the employment of Engineer. Owner shall appoint an engitleer to whom Contractor makes no reasonable obJectIOn, whose status under the Contract Documents shall be that of the former Engineer. 8.03 Furnish Daw A. Owner sha11 promptly furnish the data required of Owner under the Contract Documents. 8.04 Pay When Due A. Owner shall make payments to Contractor when they are due as provided in Paragraphs 14.02.C and 14.07.C. 8.05 Lands and Easements: Reporrs and Test" A Owner's duties in respect of providing lands and easements and providmg engmeering surveys to estabhsh reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to Owner's identifymg and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditIOns in or relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by Engineer in preparing the Contract Documents. 8.06 Insurance A. Owner's responsibilities, if any, in respect to purchasing and maintaining liability and property insur- ance are set forth in Article 5" 8.07 Change O/'ders A. Owner is obligated to execute Change Orders as indicated in Paragraph 10.03. 8.08 inspections, Tests, and Approvals A. Owner's responsibility in respect to cerrain inspectIons, tests, and approvals is set forth m Parah'Taph 13.03.B. I EJCDC C-700 Standard General Conditions of the Construction Contract. . Copyright ~ 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700 - 25 A. Engineer will have authonty to reject Work which Engineer believes to be defective, or that Engmeer believes will not produce a completed Project that conforms to the Contract Documents or that will prejudice the llltegrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. Engineer will also have authority tu requITe special Inspection or testing of the Work as provided m Paragraph 13.04, whether or not the Work is fabricated, installed, or completed E.!CDC C -700 Standard General Conditions of the Construction Contract. Copyright (Q 2002 National Society of Professional Engineers fur EJCDC. All rights reserved. 00700 - 26 6.Ul} LimiwTl(ll1s Oil Owner .'. RcsponSlbliwc.", A. The Uwner shall not supervise. direct, or have conn'ol or authonty over, nor be responsIble for, Contractor's means, methods, techniques, sequences, or procedures of constructlon, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and RegulatlOns applicable to the perforrrulnce of the Work. Owner will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. 8.10 Hazardous El1vlrllnmelllal Undisclosed C'onci!tion A. Owner's responsibility in respect to an undIS- closed Hazardous Environmental Condition 1S set forth in Paragraph 4.06. 8.11 Evidence of Financial Arrangements A. If and to the extent Owner has agreed to furnish Contractor reasonable evidence that financial arrangements have been made to satisfy Ov.'Iler's obligations under the Contract Documents, Owner's responsibility m respect thereof will be as set forth in the Supplementary Conditions. ARTICLE 9 ENGINEER'S STATUS DURING CONSTRUCTION 9.01 Owner's Representative A. Engineer will be Owner's representative during the construction period. The duties and responsi- bilities and the limitations of authority of Engineer as Owner's representative during construction are set forth in the Contract Documents and will not be changed without written consent of Owner and Engineer. 9.02 Visits to Site A. Engineer will make visits to the Site at inter- vals appropriate to the various stages of construcnon as Engineer deems necessary in order to observe as an experienced and qualified design professional the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on mformation obtamed during such VIsits and observations, Engineer, for the benefit of Owner, will. determine, in general, if the Work is proceeding in accordance with the Contract Documents. Engineer will not be required to make exhaustIve or continuous inspectIOns on the SIte to check the quality or quantity of the Work. Engineer's effons will be dm:cted toward proVIding for Owner a greater degree of confidence that the completed Work will conform generally to the Contract Documents. On the bas1s of such ViSItS and observations, Engineer will keep ',)wner inlOrmed of t11t progress of tl1e 'vV ()Tic and Will endeavor w guard Owner ~gall1st Jefecti ve Work. I I B. Engineer"s vlsits and observanons are suoJect to all the lirmtations on Engineer's anthority and responsibility set fonh III Paragraph 9.09. Panicularly, bUT without limitation. durmg or as a result of Engineer's VIsits or observatIOns of Contractor's Work Engmeer will not supervise, direct, control, or have authonry over or be responsible for Contractor's means, methods, techniques, sequences, or procedures of consrruction, or the safety precautions and programs incident thereto, or for any failme of Contractor to comply wlth Laws and ReguiatlOns appilcable to the perfoffimDCt of the WaIL I I I 9.03 Project Representative I A. If Ovmer and Engineer agree, Engineer will furnish a Resident Project Representative to assiST Engineer 111 providing more extensive observatIOn of the Work. The authority and responsibilities of any such Resident Project Representative and assistants will be -as provided 1Il the Supplementary Conditions, and limitations on the responsibilities thereof will be as provided 111 Paragraph 9.09. If Owner designates another representative or agent to represent Owner at the Site who is not Engineer's consultant, agent or employee. the responsibilities and authority and limitations thereon of such other individual or entity will be as provided In the Supplementary Conditions. I I I I 9.04 Authorized Variations in Work A. Engineer may authorize minor variations m the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Times and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Docu- ments. These may be accomplished by a Field Order and will be bmding on Owner and also on Contractor, who shall perform the Work involved promptly. If Owner or Contractor believes that a Field Order justifies an adjustment in the Contract Price or Contract Times, or both, and the parties are unable to agree on entitlement to or on the amount or extent, if any, of any such adjustment , a Claim may be made therefor as provided in Paragraph 10.05. I I I I I 9.05 RejectIng Defective Work I I I I A. WIthout mvaliciatmg the Contract and wIthout notICe to any surety, Owner may, at any time or [Tom tIme to time, order additions, deletlOns, or revisions in the D. v,'hen functionmg as interpreter and judge Work by a Change Order, or a Work Change DlTective under thiS Paragraph 9.08, Engineer will not show Upon receipt of any such document Contractor shall E./CDC C-700 Slandard Generai Cnnditions of the COOSlruct'OIl COnTract. Copyright (~ 2002 National Society of Professional Ellgineers for EJeDe All rights reserved. 00700 - 27 I I 9.06 SIlO!, Drawmgs Change Oraers and Pm'ments I A. In connection with Engmeer's authonty, and IllIlltatlOns thereof, as to Shop Drawings and Samples, see Paragraph 6, j 7. I B. In connecnon with Engmeer's authanty, and limitauons thereof, as to design calculations and design drawings subrrutted in response to a delegation of professional design serVices, if any, see Paragraph 6.21. I C. In connectIon with Engmeer's authority as to Change urders, see Amcles 10, 11, and 12. I D. In connection with Engineer's authonty as to Applications for Payment, see Anicle 14. I 9.07 Delerminations jor Unit Price Work I A Engineer will determine the actual quantities and classificatlons of Unit Price Wark performed by Contractor. Engineer will review with Contractor the Engineer's preliminary determinations on such matters before rendering a written decision thereon (by recommendation of an ApplH,;ation for Payment or otherwise). Engineer's '.\'Titten decision thereon will be final and bindmg lexcept as modified by Engineer to reDect changed factual conditions or more accurate data) upon Owner and Contractor, subject to the provislOns of Paragraph 10.05. I I I 9.08 Decisions on Requirements of Conn-act DocumCllls and Acceptabiliry o(Work I A. Engineer will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. All matters in question and other matters between O'WIler and Contractor arising pnor to the date final paymem is due relatmg to the acceptability of the Work, and the mterpretation of the requirements of the Contract Documents penaming to the performance of the Work, will be referred inltially to Engineer in writmg wlthlll 30 days of the event glVmg rise to the question I I I B. Engineer will, Wlth reasonable promptness, render a written decision on the issue referred. If Owner or Contractor believe that any such decision entitles them to an adJustnlent in the Contract Price or Contract Times or both, a Claim may be made under Paragraph 10.05 The date of Engmeer's decision shall he the date of the event givmg nse to the issues referenced for the purposes of Paragraph 10.05.B. I I C. Engmeer's written deCISIOn on the issue referred will be fimd J.nd bmdmg on Ov,m:r and Contractor, subject to the provisions of Paragraph 10.05. I I partialnv to Uvmer or Contractor and will not be liable 111 connectlon with any imerpretation or declsion rendered in good faith in such capacIty. 9.09 Lmlllations on Engineer's A uthority and Responsibihties A. Ne1ther Engineer's authority or responsibility under thiS Anicle 9 or under any other prOVision of the Contract Documents nor any decision made by Engineer ill good faith e1the1' to exerClse or not exercise such authority or respansibihty or the undertaking, exercise_ or performance of any authori!'v or responsibility hy Engineer shall creare, Impose, or give rise to any dUlY 111 contract ton, or otherwise owed by Engmeer to Contractor, any Subcontractor, any Suppher, any other indlvidual or entiry, or to any surety for or employee or agent of any of them. B. Engmeer will not supervise. dIrect, control, or have authority over or be responsible for Contractor's means, methods, techniques, sequences, or procedures of construction, or the safet)' precautlons and programs incident thereto, or for any failure of Contractor to comply with Laws and RegulatioU" appl1cable to the performance of the vVork. Engineer will not be respon- sible for Contractor's failure to perform the Work in accordance with the Contract Documents. C Engineer will not be responsible for the acts or omissions of Contractor or of any Subcontractor, any Supplier, or of any other mdivldual or entity perfomnng any of theW ork. D. Engineer's review of the final Application for Payment and accompanying documentation and all mamtenance and operating instructions, schedules, guarantees, bonds, cenificates of inspection, tests and approvals, and other documentatIOn required to be delivered by Paragraph 14,07,A will only be to determine generally that therr content complies with the requrre- ments of, and 1ll the case of certificates of inspections, tests, and approvals that the results cenified indicate compliance WIth the Contract Documents. E. The lill11tations upon authority and responsi- bility set forth in this Paragraph 9.09 shall also apply to, the Resident Project Representative, if any, and assistants, if any_ ARTICLE] 0 - CHANGES IN THE WORK; CLAIMS 10.01 Authonzed Changes in the rForlc promntiv oroceed with the Work ll1volved whIch wll1 be perfonned under the applicable conditions of the Contract DOCllments I except as otherwIse speCIfically proVIded\. B. If Owner and Contractor are unable to agree 011 entItlement to, or on the amount or extent, if any, of an adjustment lTI the Contract Pnce or Contract Time:;, or both, that should be allowed as a result of a Work Change Directive, a ClaIm may be made therefor as provided in Paragraph 10.05 10.02 Unauthnrlzed Change.\' in the Work -'" A.Contractor shall not be entitled to an increase m the Conrract Pnce or an extenslOIl of the Contract Times with respect to any work perfonned that IS not required by the Contract Documents as amended, modified, or supplemented as prOVIded in Paragraph 3.04, except m the case of an emergency as provided III Paragraph 6.16 or in the case of uncovermg Work as provided in Paragraph 13 .04.B. 10.03 Execution of Change Orders A. Owner and Contractor shall execute appropri~ ate Change Orders recommended by Engineer covenng: 1. changes in the Work which are: (i) ordered by O\\'Iler pursuant to Paragraph 10.0LA, (ii) required because of acceptance of defective Work under Paragraph 13 .08.A or Owner's correction of defecDve Work under Paragraph 13.09, or (iii) agreed to by the parties: 2. changes in the Contract Price or Contract Times which are agreed to by the parties, induding any undisputed sum or amount of time for Work actually performed in accordance with a Work Change Directive; and 3. changes in the Conrract Price or Contract Times which embody the substance of any wntten decision rendered by Engineer pursuant to Paragraph 10.05; provided that, in lieu of executing any such Change Order, an appeal may be taken from any such decision in accordance WIth the provisions of the Contract Documents and applicable Laws and Regulations. but during any such appeal, Contractor shall carry on the Work and adhere to the Progress Schedule as provided in Paragraph 6.] 8.A. 10.04 Notification to Surety A. If notice of any change affecting the general scope of the Work or the provisions of the Contract Documents (induding, but not limited to, Contract Pnce or Conrract Times) is required by the proviSIOns of any bond 1O De gJVen 10 a surery. the giving of any such tlotlce will be Contractor's responsibility. The amount of each applicable bond will be adjusted to reflect the effect of any such change. I ]0.05 Claans A. Engineer '.\' Deciswn ReqUIred: All Claims, except those waived pursuant to Paras'Taph ] 409, shall he referred to the Engineer for decision. A deCISIOn by Engmeer shall be required as a condirion precedent to any exercise by Owner or Contractor of any rights or remedies eIther may otherwise have under the Contract Documents or by Laws and Regulations m respect of sllch Claims. I I I B. Notice: Written notice statmg the general nature of each ClaIm, shall b; delivered by the claImant to Engmeer and the other party to the Conrract promptly (but in no event later than 30 days) aftcr the stan of the evenT giving rise thereto. The responsibility to substannate a Claim shall rest with the party making the ClamL Notice of the amount or extent of the ClaIm, WIth supportmg data shall be delivered to the Engmeer and the other party to the Contract within 60 days after the start of such eveIlt (unless Engineer allows additional tIme for claimant to submit additional or more accurate data in support of such ClaIm). A Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.0l.B. A Claim for an adjustment in Contract Tune shall be prepared m accordance with the provisions of Paragraph 12.02.B. Each Claim shall be accompanied by claimant's written statement that the adjustment claim:d is the entire adJusonent to whIch the claimant believes it IS entitled as a result of said event. The opposmg party shall submit any response to Engmeer and the claimant withm 30 days after receipt of the claImant's last submittal tunless Engmeer allows addmonal tIme I. I I I I I I C. Engzneer's Action: Engineer will review each Claim and, within 30 days after receipt of the last submittal of the claimant or the last submittal of the opposing party, if any, take one of the following actions in writing: I I 1. deny the Claim in whole or in part, I 2. approve the Claim, or 3. notify the parnes that the Engmeer is unable to resolve the Claim if, in the Engineer's sole discretion, It would be inappropriate for the Engineer to do so. For purposes of further resolution of the Claim, such notice shall be deemed a derual. I I D. In the event that Engineer does not take actIOn on a Claim within said 30 days, the Claim shall be deemed denied. I E. Engmeer's wntten action under Paragraph 10.05.C or denial pursuant to Paragraphs lO.OS.C.3 or IO.05.D will be final and bmding upon Owner and Contractor. unless (hvner or Conrra;:. tor mvolce the dispute resolution procedure set forth in Article ] b withm 30 days of such action or demal. I I I EJCD(' ("-700 Standard General Conditions of the Construction ConlraCl. Copyright ibI 2002 National Society of Professional Engineers for EJCDC. All rights resel'ved. 00700 - 28 I I I I I I I I I I I I I I I I I I I F :\jn ClaHn for an adlUsunem m Conrract Pnce or Contract 1 imes will be valId if n01 subnutted lTl accordance wIth this Paragraph 10.05. ARTICLE 11 COST OF THE WORK..; ALLOWANCES: UNIT PRICE WORK 11.01 Cost o.lthe Work A. Costs Included. The term COSl of the Work means rhO' sum of all COSE, except those excluded m Paragraph II.0I.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order or when a Claim for an adjustment in Contract Price IS determined on the baSlS of Cost of the Work, the costs to be reimbursed to Conrr<::tor will be only those additlOnal or incremental costs required because of the change in the Work or because of the event giving rise to the Claim. Except as otherwise may be agreed to in writing by Owner, such costs shall be in amounts no higher than those prevailing in the locality of the Project, sh;l1 include only the following items, and shall not include any of the costs itemized in Paragraph 11.0 LB. I. Payroll COStS for employees in the direct employ of Comracwr 1Il the perfonnance of the Wor1. under schedules of job classifications agreed upon by Owner and Contracto:. Such employees shall include, without IiIIlltation, superintendents, foremen, and other personnel employed full time at the Sne. Payroll COStS for employees not employed full time on the Work shall be apportioned on the baSIS of their time spent on the Work. Payroll costs shall include, but not be limited to, salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensatIOn, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of regular working hours, on Saturday, Sunday, or legal holidays, shall be included m the above to the extent authorized by Owner. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field servIces required in connection thereWIth. All cash discounts shal1 accrue to Contractor unless Owner deposits funds with Contractor with which to make pay- ments, in whIch case the cash discounts shall accrue to Owner. All trade discounts, rebates and refunds and returns from sale of surplus materials and equipment shall accrue to Owner, and Conrractor shal1 make proviSIOns so thaI they may be obtamed. Contractor and shall delIver such bids to ()wner.. whu will then deternune. with the adVIce of Engmeer. whIch bids. if any, will be acceptable. If any subcontracl proVIdes that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shal1 be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 4. Costs of special consultants (including but not lImited to Engineers, arc1utects, testing laboratories, surveyors, attorneys, and accountants I employed for senlJce~ specifically related to the W ork ~. 5. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and SubSIstence expenses of Comractor's employees incurred in discharge of duties connected with the Wark. b. Cost, including transportation and mainte- nance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the SIte, and hand tools not owned by the workers, whIch are consumed in the perfor.. mance of the Work, and cost, less market value, of such item.<: used but not consumed whidJ remam the property of Contractor. c. Rentals of all construction equipment and machmery, and the parts thereof whether rented from ContraclOr or others in accordance with rental agreements approved by Owner with the advice of Engineer, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equip- ment, machinery, or pans shall cease when the use thereof is no longer necessary for the Work. d. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable, imposed by Laws and Regulations. e. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly emplovp:d by any of them or for whose acts any of them may be liable, and royalty payments and feee: for pennits and licenses. f Losses and damages land related expenses) caused by damage to the Work, not compensated by msurance or otherwIse.. sustained by Contractor ill connectIOn WIth the performance 3. Payments made by Contractor to of the Work (except losses and damages WIthin Subcontractors for Work performed by Subcontractors. If the deductible amounts of property insurance reqUIred by Owner. Contractor shall obtam competitive establ1shed In accordance with Paragraph bids from subcontractors acceptable to Owner and 5.06.D), provided such losses and damages have EJCDC C..700 Standard General Conditions of the Construction Contract. Copyright <<:J 200: National Society of Professional Engineers for EJCDC. All rights reserved. 00700 .. 29 resulted from causes other than the ne,lo'hgence of ContracTOr, any Subcontracwr, or anyone directly or indneclly employed by any of them or for whose acts any of them may be hable Such losses shall mclude settlements made wIth the wntten consent and approval of Owner. No such losses, damages, and expenses shall be included In the Cost of the Work for the purpose of detem1.imng Contractor's fee. g. The cost of utilIties, fuel, and sanitary facilities at the Site. h. Minor expenses such as telegrams, long distance telephone calls, telephone service at the Site, expresses, and sin1.ilar petty cash items in connecnon with the W orL i. The costs of premiums for all bonds and insurance Contractor is required by the ContraCt Documents to purchase and maintain. B. Costs Excluded' The term Cost of the Wark shall not include any of the following items: I. Payroll costs and other compensation of Contractor's officers, executives, prinCIpals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attor- neys, auditors, accountants, purchasing and contracnng . agents, expedIters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph 11.01.AA, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices otherthan Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4" Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not lin1.ited to, the correctIOn of defective Work. disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind and the costs of any nem not specifically and expressly included in Paragraphs Il.01.A and 11.01.B. C. ContraClot 's Fee: When all the Work 1S performed on the basis of cost-plus, Contractor's fee shall be delemuned as set forth m the Agreement. When the value of any Wark covered by a Change Order or when a ClaIm for an adJusrrnent m Contract Pnce IS deterrnmed on tbe basis of CasI of the Work. Contractor' s fce shall be detennined as set forth in Paragraph 12.01"C .." D. Documenration Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.0 I.A and 11.0 I.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and subn1.it III a form acceptable to Engineer an lten1.ized cost breakdown together WIth SUPP0l1ing dam. 11.02 Allowances A. It is understood that ContractOr has included in the Contract Pnce all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to Owner and Engineer. B. Cash Allowances I. Contractor agrees that: a. the cash allowances include the cost to Contractor (less any applicable trade discounts) of materials and equipment required by the allowances ro be delivered at the Sne, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the cash allowances have been included in the Contract Price and not in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance 1. Contractor agrees that a contingency allowance, if any, is for the sole use of Owner to cover unanticIpated costs. D. Prior to final payment, an appropriate Change Order will be issued as recommended by Engineer to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work IS to be Unit Price Work, initially the Contract Pnce will be deemed to mc1ude for all Unit Price Work an amount equal to the sum of the unit price for each separately identIfied item of Unit Price Work tunes the estImated quantity of each item as indicated in the Agreement. EJCD(' ('-700 Standard General Conditions of the Construction Contract. Copyright (Q 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700 - 30 I I I I I I I I I I I I I I I I I I I I I B. The estimated quantItIes of items of t1mi Pnce Work are not guarameed and are solelv for the pUIlJose of comparIson of BIds and determming an inJtJal Contract PrIce, Determmatlons of the actual quantmes and classificatlOns of Unit Pnce Work performed by Contractor will be made by Engineer subject to the provIsions ofParagrapb 9,07, I I C. Each unit pnce will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified Item. I I D, Owner or Contractor may make a Claim for an adiustment m the Conrract Price in accordance WIth Paragraph 10.05 if: I L the quantity of any item of Unit Price Work performed by Contractor differs materially and signifi- cantly from the estimated quantIty of such item indicated in the Agreement; and I 2. there is no corresponding adjustment with respect any other item of Work; and I 3. Contractor believes that Contractor is entitled to an increase in Contract Pnce as a result of havmg incurred additional expense or Owner beheves that OVvTIer is emitled to a decrease in Contracf PrIce' and the parties are unable to ab'Tee as to the amount of any such mcrease or decrease_ I I ARTICLE 12 - CHANGE OF CONTRACT PRlCE; CHANGE OF CONTR.A.CT TIMES I 12.01 Change oj Con rracr Price I A. The Contract Price may only be changed by a Change Order. Any Claim for an adjusrment in the Contract Price shall be based on written notice subnutted by the party making the Claim to the Engineer and the other party to the Contract in accordance with the provisions of Paragraph 10.05. I I B. The value of any Work covered by a Change Order or of any Claim for an adJustment m the Contract Price will be determined as follows: I I. where the Work involved is covered by um1 prices comained in the Contract Documents, by applica- tion of such unit pnces to the quantities of the items mvolved (subject to the provlSlOns of Paragraph 11.03 i; or I I 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum (which may include an I allowanct for overhead and profit not nec'::ssarilv III accordance \\1th Paragraph 12.fJl.C.21: or 3, where the Work Involved IS not covered hy Ulllt prIces contained In the C:ontral:! Documems and agreement to a lump sum IS not reached under Paragraph 12_01.B.1. on the baSIS of the Cost of the Work (determmed as provided in Paragraph 11.0 I) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.01.CI, C. Conrracwr 's Fee: The Contractor's fee for overhead and profit shall he detemllned as fo1l0ws: t.' 1. a mutually acceptable fixed fee; or 2. if a fixed fee IS not agreed upon. then a fee based on the following percemages of the various portlOns of the Cost of the' Wark: a. fur costs incurred under Paragraphs 1l.0 l.A.l and 11.01.A.2, the Contractor's fee shall be 15 percent; b. for costs incurred under Paragraph 1 LOLA,.3, the Contractor's fee shall be five percent, c, where one or more tiers of subcontracts are on the baSIS of Cost of the Work plus a fee and no ftxed fee is agreed upon, the intent of Paragraph 12.01.C.2.a IS that the Subcontractor who actually performs the Work, ar whatever tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Parab>Taphs ] LOlA! and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent of the amount paid to the next lower tier Subcontractor; d. no fee shall be payable on the basis of costs itemized under Paragraphs 11.0LAA, 11.01.A.5, and 11.01.B; e. the amount of credit to be allowed bv Contractor to Owner for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent of such net decrease; and f. when both additions and credits are involved III anyone change, the adjustment lD Contractor's fee shall be computed on the basis of the Det change in accordance with Paragraphs 12.01.C.2.a through 12.0-1.C.2.0:, inclusive. 12,01 Change ofConcract Times A. The Contract Times may orrly be changed by a Change Order. Any Claim for an adjustment in the Contract Times shall be based on written notice submitted EJCDC (-700 Standard General Conditions of the Construction Contract. Copyright ~ 2002 National Society of Professional Engineers for EJCDC. All rights n..erved. 00700 - 31 bv the parry making the Claim LO the Engmeer and the other party to the Contract 111 accordance with the provIsions of Paragraph lU.05. B. Any adjustment of the Contract Times covered by a Change Order or any Clalm for an adjustment in the Contract Times will be determined m accordance with the provisions of this Article 12. 12.03 Dela.vs A. Where Contractor IS prevented from completing any part of the Work within the Contract Times due to delay beyond the control of Contractor. the Contract Times will be extended in an amount equal to the time lost due to such delay if a Claim is made therefor as provided in Paragraph l2.02.A Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by Owner, acts or neglect of utilIty owners or other contractors performing other work as contemplat- ed by Article 7, fires, floods, epidemics, abnormal weather conditions, or acts of God. B. If Owner, Engineer, or other contractors or utility owners performing other work for Owner as contemplated by Article 7, or anyone for whom Owner is responsible, delays, disrupts, or interferes with the performance or progress of the Work, then Contractor shall be entitled to an equitable adjustment in the Contract Price or the Contract Tinles , or both. Contractor's entitlement to an adjustment of the Contract Times is conditioned on such adjustment being essential to Contractor's ability to complete the Work within the Contract Times. C If Contractor is delayed in the performance or progress of the Work by flre, flood, epidemic, abnormal weather conditions, acts of God, acts or failures to act of utility owners not under the control of Owner, or other causes not the fault of and beyond control of Owner and Contractor, then Contractor shall be entitled to an equitable adjustment in Contract Times, if such adjustment is essential to Contractor's ability to complete the Work within the Contract Times. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph 12.03.C. D. Owner, Engineer and the Related Entities of each of them shall not be liable to Contractor for any claims, costs, losses, or damages (induding but not limited to all fees and charges of Engineers, architects, attorneys, and other professlOnals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. ARTICLE 13 TESTS AND INSPECTIONS: CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Harice afDefects A. Prompt notice of all defective Work of which Owner or Engineer has actual knowledge will be given to Contractor. All defective Work may be relected, .~ corrected. or accepted as proVIded in this Anicle 13 13.02 Access to Work A. Owner, Engineer, their consultants and other representatives and personnel of Owner, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observatIun, inspecting, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's Site safety procedures and programs so that they may comply therewith as applicable:. 13.03 Tests and Inspections A. Contractor shall give Engmeer timelv notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. Owner shall employ and pay for the servIces of an independent testing laboratory to perform all inspections, tests, or approvals required by the Contract Documents except: 1. for inspections, tests, or approvals covered by Paragraphs 13.03.C and 13.03.D below; 2. that costs incUITed in connection with tests or inspections conducted pursuant to Paragraph 13J)4.B shall be paid as provided in said Paragraph 13.04.C; and 3. as otherwise specifically provided in the Con- tract Documents. C. If Laws or Regulations of any public body having jurisdiction require any Work (or part thereof! specifically to be inspected, tested, or approved by an employee or other representative of such public body, Contractor shall assume full responsibility for arranging and obtaining such inspections, tests, or approvals, pay all costs in connectJon therewith, and furnish Engineer the reqUITed certificates of inspection or approval. E. Contractor shall not be emitled tv an adjustment in Contract Price or Contract Times for delays D. Contractor shall be responsible for arrangmg Within the control of Contractor. Delays attributable to and obtaming and shall pay all costs in connection with and within the control of a Subcontractor or Supplier shall any inspectlOns, tests, or approvals required for Owner's be deemed to be delays within the control of Contractor. and Engineer's acceptance of materials or equipment to E.ICI)C C- 700 5tano'ard General Conditions nf the Construction Contract. Copyright <t: 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700 - 32 I I I I I I I I I I I I I I I I I I I I I be Incorporated m the Work: or acceptance llf matenais, nux designs. or eqUIpment submmed for approval pnor to Contractor's purchase ,hereof for incorporatIon in the Wark. Such InspectJons. tests, or approvals shall be performed by orgamzanons acceptable to Owner and Engineer. I I E. If any Work (or the work of others I that is to be inspected, tested, or approved is covered by Conrractor without wntten concurrence of Engineer, it must, if requested by Engineer, be uncovered for observatiOTL I .;r' F, Uncovenng Wark as provided in Paragraph 13.03.E shall be at Contractor's expense unless Contractor has gIVen Engmeer timely notice of Contractor's intention to cover the same and Engmeer has not acted Wlth reasonable promptness III response to such notice, I I 13.04 Uncovering Work I A. If any Wark is covered contrary to the ",'Titten request of Engineer, 11 must, if requested by Engineer, be uncovered for Engineer's observation and replaced at Contractor's expense. I B. If Engineer considers it necessary or advisable that covered Work be observed by Engineer or inspected or tested by others, Contractor, at Engineer's request shall uncover. expose, or otherwise make available for observation, mspectlOn, or testIng as Engineer may require, that ponioll of the Wark in questlOE, furrushing all necessary labor, material, and equipment I I C. If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution COSts) arising out of or relating to such uncovermg, exposure, observation, inspection, and testing, and or satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); and Owner shall be enutled to an appropriate decrease in the Contract Price. If the pames are unable to agree as to the amount thereof, Owner may make a Claim therefor as provided in Paral:,'Taph 10.05. I I I I I D. If, the uncovered Work is not found to be defectIve, Contractor shall be allowed an mcrease m the Contract Price or an extension of the Contract Times, or both, directly attributable to such uncovering, exposure, observation. mspectlon. testing, replacement, and reconstructIOn. If the parties are unabie to agree as to the amount or extent thereof Contractor may make a ClaIm therefor as proVIded in Paragrapn ] O.OS. I I 13.05 Owner May Stop the Work I A. If the Work IS defective, Dr Contractor fails to supply suffiCIent skilled workers or suitable materials or equipment, or fails to perrorm the Work lD such a wav that the completed Work will conrorm to the Contract Documents, Owner may order Contractor to stop the Work, or any ponion thereof, until the cause for such order has been eliminated; however, this right of Owner to stop the Work shall not give rise to any duty on the part of Owner to exercise this right for the benefil of Contractor, any Subcontractor, any Sllpplier, any other indlVldual or entity, or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Detective Work A. Promptly after receipt of notice, Contractor shall correct all defective Work, whether or' not fabricated, mstalled, or completed, or if the Wark has been rejected by Engineer, remove it fr,'.m the Project and replace it with Work that is not defectl-e, Contractor shall pay all clam1S, costs, losses, and damages (including 'out not limited to all fees and charges of engineers, archItects, attorneys, and other professionals al1d all COlm or arbitration or otber dispute resolution costs) arising out of or relating to such correction or removal (including but not lnnited to all costs of repaIr or repb.::ement of work of others) . B. When correcting defectiv~' Work under the terms of this Parab'Taph 13 .06 or Paragraph 1:3.07, Contractor shall take no action that would void or otherwise impair Owner's special warranty and guarantee, ifany, on said Work. 13.07 Correction Period A. If withm one year after the date of Substantial Completion (or such longer period of time as may be prescribed by the tenns of any applicable special guarantee required by the ConITact Documents) or by any specific provision of the Contract Documents, any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by Owner or permitted by Laws and Regulations as contemplated in Paragraph 6.11.A is found to be defective, Contractor shall promptly, without cost to Owner and m accordance with Owner's written instructions : 1. repair such defective land or areas; or 2 correct such defective Work; or 3. if the defectIve Work has been rejected by Owner, remove tt from the Project and replace it with Work that IS not defectlve, and 4. satIsfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. EJCDC C-70U Standard General Cnnditions of the Construction Contract. Copyright@ 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700 - 33 R If ("onD"acto:' does not promptly comply with the teITIlS of Owner's wntten instructIOns. or III an emergenc) where delav would cause serious risk of loss or damage, Owner may have the defective Work corrected or repaired or may have the rejected Work re- moved and replaced. All ciaims. costs, losses, and damages (mcluding but not liffilted to all fees and charges of engineers. archJtects, attorneys, and other professionals and all court or arbitratlOn or other dispute resolution costs) arismg out of or relating to such correction or repair or such removal and replacement (including but not lImited to all costs of repair or replacement of work of others) will be paid bv Contractor. C. In speCIal cIrcumstances where a particular item of equipment is placed in continuous service before Substantial Completion of all the Work, the correction period for that item may start to run from an earlier date if so provided in the SpecificatlOns . D. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under tlus Paragraph 13.07, the correction period hereunder with respect to such Work will be extended for an additional period of ont year after such correction or removal and replacement has been satisfactorily completed E. Contractor's obligations under this Paragraph 13.07 are in additIOn to any other obiigation or warranty. The provisions of this Paragraph 13.07 shall not be construed as a substitute for or a waiver of the provisions of any applicable statute of limitation or repose. 13.08 Acceptance of Defective Work A. If, instead of requiring correction or removal and replacement of defective Work, Owner (and, prior to Engineer's recommendation of final payment, Engineer) prefers to accept It, Owner may do so. Contractor shall pay all clauns, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) attributable to Owner's evaluation of and deterrnmatlOn to accept such defectIve Work (such costs to be approved by Engineer as to reasonableness) and the diminished value of the Work to the extent not otherwIse paid by Contractor pursuant to this sentence. If any such acceptance occurs prior to Engineer's recommendation of final payment, a Change Order will be issued incorporatmg the necessary reviSlOns in the Contract Documents with respect to the Work. and Owner shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. If the partIes are unable to agree as to the amount thereof. Owner may make a Claim therefor as provided in Paragraph 10.05. If the acceptance occurs , after such recommendation, an appropriate amount will be paid by Contractor to Owner. I 13.0lJ Owner Mal' Corred DcI~'cnvl' It;uri A. If Contractor faiL within a reasonable tIme after written norice from Engmeer to correct defective Work or to remove and replace reJected Work as reqUIred by Engmeer in accordance With Paragraph 13.06..'1.., or if Contractor fails to perfoml the Work in accordance with the Contract Documents, or if Contractor fails to comply WIth any other provision of the Contract Documents, Owner may, after seven days written notice to Contractor, correct or remedy any such deficiency. I I I ji B. In exercismg the rights and remedIes under thIS Paragraph 13.09, Owner shall proceed expedinously. In connection WIth such correctIve or remedial action, Owner may exclude Contractor from all or pan of the Site, take possessIOn of all or part of the Work and suspend Contractor's servlces related thereto, take posses- sion of Contractor's tools, appliances, construction equipment and machinery at the Sne, and incorporate m the Work all materials and equipment stored at the Site or for which Owner has paid Contractor but which are stored elsewhere. Contractor shall allow Owner, Owner's representatives, agents and employees, Owner's other contractors, and Engineer and Engineer's consultants access to the Sue to enable Owner to exercise the rights and remedies under this Paragraph. I I I I I C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, arclutects, attorneys, and other professionals and all court or arbItration or other dIspute resolution costs) incurred or sustained by Owner in exercismg the rights and remedIes under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and Owner shall be entitled to an appropriate decrease in the Contract Price. If the parties are unable to agree as to the amount of the adjustment, Owner may make a Claim therefor as provided in Paragraph 10.05. Such claims, costs, losses and damages will include but not be limited to all costs of repair, or replacement of work of others destroyed or damaged by correction, removal, or replacement of Contractor's defective Work. I I I I I D. Contractor shall not be allowed an extension of the Contract Times because of any delay in the perfonnance of the Work attributable to the exercise by Owner of Owner's nghts and remedies under this Paragraph 13.09. I I ARTICLE 14 - PAYMENTS TO CONTRACTOR AND COMPLETION I 14.01 Schedule of 'Values I A. The Schedule ofYalues established as provid- ed in Paragraph 2.07.A will serve as the basis for progress E.JCDC (-700 Standard Generllll.onditions of the ConSTruction Contract. Copyright \P 2002 National Society ofProfcssional Engineers for EJCnc. All rights reserved. 00700 - 34 I I I I I I I I I I I I I I I I I I I I pa:vrnems and will be incorporaTed imo a form of AppiIca- non for Payment: acceptable to Engmeer Progress pavmems on account of unIT PrIce Work will be based on the number of umts completed. 14.02 Progress Pavments A. Applications for Payments 1. At least 20 days before the date established in the Agreement for each progress payment (but not more often than once a month), Contractor shall submir to Engineer for review an Applicanon for Pavrnent filled out and s1gned by Contractor covering the Work completed as of the date of the Application and accompanied by such supporring documentation as is required hy the Contract Documents. If payment 1S requested on the basis of materials and equipment not incorporated in the Work but debvered and suitablv stored at the Site or at another 10catlOn agreed to in wnting, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that Owner has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by approprIate property insurance or other arrangements 1O protect (Jwner's interest therein, all of which must be satisfactory to Owner. 2. Begirming WIth the second Application for Payment, each Appl1canon shall include an affidavit of Contractor stating that all previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obhgations associated with prior Applications for Payment. 3. The amount of retainage with respect to progress payments will be as stipulated in the Agreement. B. Review of Applications 1. Engineer will, within 10 days after receipt of each ApplicatlOn for Payment, either indicate m wrrting a recommendation of payment and present the Applicatton to Owner or return the Application to Contractor indicating in writing Engineer's reasons for refusing to recommend payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. Engmeer'o recommendation of any payment requested in an ApplicJlion for PaJment will constitute a representation by Engmeer to Owner, based un Engineer's observatIOns on the ~:ne of the executed Work as an experienced and quaj]fied design professional and on Engineer's teview of the Application for Payment and the accompanying data and schedules, that to the best of Engineer's knowledge. mformation and belief. b. the quality of the W orL ]s general! y 111 accor" dance wI1h the ContrllCt Docurnems (subject to an evaluation of the Work as a runcnonmg whole pnor to or upon Substantial Complenon, to the results of any subsequent tests called for in the Contract Documents, to a final deterrrunatlOD of quantities and classifications for Umt Price Work under Paragraph 9.07, and to any other qualifications stated in the recommendm:ion); and c. the condillOns precedent to Contractor's bemg entitled to such payment appear to have been fulfilled m so far as 11 ]S Eng-meeT' S responsibility to observe the Wark 3. By recommending any such payment Engmeer will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as ]t h35 been perforrned have been exhaustive, extendc:d to every aspect of the Work in progress, OJ involved detailed inspections of the Work beyond the responsi- bilities specifically assigned to Engmeer in the Contract Documents: or b. that there may not be other matters or issues between the parties that rnigh: entitle Contractor to bO' paid additionally by O'^'TIer or entitk Owner tll WIthhold payment to COntraclOr. 4. Neither Engmeer's revie\v of Contractor's Work for the purposes of recommending payments nor Engineer's recommendation of any payment, mc1udmg final payment, will impose responsibIlity on Engineer: a. to supervise, direct, or control the Work, or b. for tbe means, metnods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or c. for Contractor's failure to comply with Laws and Regulations applicable to Contractor's performance of the Work, or d. to make any examination 10 ascertain how or for what purposes ContractOr has used the moneys paid on account of the Contract Price, or e. to determine that title to any of the Work, materials, or equipment has passed to Owner free and clear of any Liens. 5. Engineer may refuse to recnumend the whole or any part of any paymeDl 11. ltl Enpneer s opinion. it would be incorrect to make the representatIons to Owner stated in Paragraph 14.02.B.2. Engineer may also refuse to recommend any such payment or, because of subse- quently discovered evidence or the results of subsequent E.JCDC C-71l0 Standard General Conditions of the Construction Contract. Copyright <t> 2002 National Society of Professional Engineers for E./COC. All rights reserved. 00700 - 35 a. the Work has progressed to the point indicat- ed; mspectlons or tests, reVIse or revoke any such paymem recommendallon prevIOusly made, to ;juch extent a., may be necessary m Engmeer's opimon to protect Owner from loss because: a, the Work is defective, or completed Work has been damaged, reqUlrmg correcuon or replace- mem; b. the Contract Pnce has been reduced by Change Orders; c. Owner has been reqUIred to correct defectlve Work or compiete Work m accordance wIth Paragraph 13.09; or d. Engineer has actual knowledge of the occurrence of any of the events enumerated m Paragraph IS.02A C Pavment Becomes Due 1. Ten days after presentation of the Application for Payment to Owner WIth Engineer's recommendation, the amount recommended will (subject to the provisions of Paragraph ]4.02,D) become due, and when due will be paid by Owner to Contractor. D. Reduction in Payment 1. Owner may refuse to make payment of the full amount recommended by Engineer because: a. claims have been made against Owner on account of Contractor's performance or furnish- ing of the Work; b, Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to Owner to secure the satisfaction and discharge of such Liens; c. there are other items entitling Owner to a set-off against the amount recommended; or d. Owner has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B,S.a through 14,Q2.B.S.c or Paragraph IS,02,A. 2. If Owner refuses to make payment of the full amount recommended by Engineer, Owner will give Contractor immediate written notice (Wlth a copy to Engineer) stating the reasons for such action and promptly pay Contractor any amount remaining after deduction of the amount so WIthheld. Owner shall promptly pay Contractor the amount so withheld, or any adjustment thereto agreed to by Owner and Contractor, when Contractor corrects to Owner's satisfaction the reasons for such action. 3. If It IS sUDsequently determmecl that Owners refusal of payment wao not Justtiie'l, the amount wrongfully WIthheld shall be treated as an amount due as derernuned by Paragraph 14.02.C.1. 14.0.'\ Contractor's WGlnmtv o(Title A Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any ApplIcation for Payment, whether incorporated in the Project or not, will pass to Owner no later than the tIme of payment free and clear of all Liens. .- 14,04 SUDslal1nai COmpleTiOn A When Contractor considers the emire Work ready for its intended use Contractor shall notify Owner and Engineer in writmg that the entIre Wark is substantially complete (except for items specifically listed by Contractor as incomplere) and request that Engmeer Issue a certificate of Substantial Completion. R Promptly after Contractor's notification, , Owner, Contractor, and Engineer shall make an inspection of the Work to determine the starns of completion, If Engineer does not consider the Wark substantially complete, Engineer will notify Contractor in writing giving the reasons therefor. C If Engineer considers the Work substantiall y complete, Engineer will deliver to O\Vller a tentative certificate of Substantial Completion which shall fix the date of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or corrected before fmal payment, Owner shall have seven days after receipt of the tentative certificate during which to make written objection to Engineer as to any provisions of the certificate or attached list. If, after considering such objections, Engineer concludes that the Work is not substantially complete, Engineer will within 14 days after submission of the tentative certificate to Owner notify Contractor in writing, stating the reasons therefor. If, after consideration of Owner's objections, Engineer considers the Work substantially complete, Engineer will within said 14 days execute and deliver to Owner and Contractor a defmitive certificate of Substantial Completion (with a revised tentatIve lIst of items to be completed or correct- ed) reflecting such changes from the tentative certificate as Engineer believes justified after consideration of any objections from Owner. D. At the time of delivery of the tentative certificate of Substantial Completion, Engineer will deliver to Owner and Contractor a Wl:itten recommen- dation as to diVIsion of responsibilities pending fmal payment between Owner and Contractor with respect to security, operation, safety, and protection of tho' Work, mamtenance, heat, utilities, insurance, and warranties and guarantees. Unless Owner and Contractor agree otherwise in writing and so inform Engineer in writing prior to Engineer's issuing the definitive certificate of Substantial EJCDC C-700 Standard Gener"" Condition$ of the Construction Contract. Copyright (f;J 2002 National Society of Professional Engineers for EJCDC All rights reserved, 00700 " 36 I I I I I I I I I I I I I I I I I I I I I Complellon, Engmeer's aforesaId recommendation wi]] be bmdmg on OVvller and Contractor until final pa;m1em. I E. 0W11er shall hive the right to exclude Contractor from the Site after the date of Subsrannal Completion subject to allowmg Contracwr reasonabie access to complete or correct items on the tentative list. I 14.05 Partial Utilizatiun I A. Prior to Substantial Completion of all the Work, OW11er may use or occupy any substantIall:\' completed'part of the Work which has speCIfically been identified in the Contract Documents, or whIch Owner, Engineer, and Contractor agree constiTUtes a separately functiomng and usable part of the Work that can be used by Owner for its intended purpose without sis'1lificant interference wtth Contractor's performance of the remainder of the Work subject to the following condi- tions. I I I 1. OVvlltr at any time may request Contractor in writing to permit Owner to use or occupy any such part of the Work which Owner believes to be ready for its intended use and substantially complete. If and when Comractor agrees that such pan of the Work is substantially complete, Contractor \Vill certify to OVvller and Engineer that such part of the Work is substantially complete and request Engineer to issue a certificate of Substantial Complenon for that part of the Work. I I 2. Contractor at any time may notify Owner and Engineer in writing that Contractor considers any such part of the Vi ork ready for its intended use and substan- tIally complete and request Engineer to issue a certificate of Substantial Completion for that part of the Work. I I 3. Within a reasonable time after either such request, OWller, Contractor, and Engineer shall make an mspection of that part of the Work to determine its status of completion. If Engmeer does not consIder that part of the Work to be substanrially complete, Engineer will notify Owner and Contractor in writing giving the reasons therefor. If Engineer considers that part of the Work to be substantIally complete, the provisions of Paragraph 14.04 will apply with respect to certification of Substantial CompletIOn of that part of the Work and the divisIOn of responsibility in respect thereof and access thereto. I I I I 4. No use or occupancy or separate operation of part of the Work may occur pnor to compliance with the reqUIrements of Paragraph 5.10 regarding property msurance. I 14.06 Fina/lnspection I A. Upon wntten notice from Contractor that the enme Work or an agreed portion thereof is complete, Engmeer will promptly make a final Inspection with OWlleT and Contractor and will notify Contractor in writing of all particulars in which this InSpeCIlOn reveals that the Work IS incomplete or defenivc. Contractor shall IffiIIIedlately take such measures as are necessary 10 complete such Work or remedy such defiCIenCIes. ] 4.07 Final Payment A. Application for Payment 1. After Contractor has, in the opinIon of Engineer, satisfactOrily completed all corrections identified during the fmal inspection and has delIvered, in accordance with the Contract Documents, all maintenance and operating instructions. schedules. guarantees. bonds, certificates or other evidence of lllsurance cemficates of inspection, marked-up record documents I as provided 111 Paragraph 0.12), and other documents, Contractor may make application for final payment following the procedure for progress payments. 1. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, includmg but not limited to the evidence of insurance reqUIred by Paragraph 5.04.B.7; b. consent of the surety, if an\'. to fmal paymen:~ c. a list of all Claims against Owner that Contractor believes are unsettled; and d. complete and legally effective releases or waivers (satIsfactory to Ownerj of all Lien rights arising out of or Liens filed in connection with the Work. 3. In lieu of the releases or waivers of Liens specified in Paragraph l4.07.A.1 and as approved by Owner, Contractor may furnish receipts or releases in full and an affidavit of Contractor that: (i) the releases and receipts include all labor, servIces, material, and equipment for which a Lien could be filed: and (iil all payrolls, material and equipment bills, and other indebtedness connected with the Work for which OWTler or Owner's property might in any way be responsible have been paid or otherwise satisfied. If any Subcontractor or Supplier fails to furnish such a release or receipt in full, Contractor may furnish a bond or other collateral satisfactory to OWller to indenmify OWTler against any Lien. B. Engineer's Revlell' of Application and Acceptance 1. If, on the basis of Engineer's observation of the Work during constructIon and fmal inspection, and Engineer's review of the final Application for Payment and accompanying documentation as required by the Contract Documents, Engineer is satisfied that the Work has been completed and Contractor's other obligations I EJCDC C -700 Standa rd General Conditions of the COllstruction Contract. Copyright It! 2002 National Society of l'rofessional Engioeers for EJCDC. All rights reserved. 00700 - 37 . - --,.~,,:,~,_..,~~~-~,-~_. under the ('on tract Documents have been fulfilled, Engmeer will, wlthm ten day:; after receIpt of the final Appl1cation for Paymem, indicate in wrinng Engineer's recommendation of payment and present the Application for Payment to Owner for payment At the same time Engmeer will also give wrItten notice to Owner and Contractor that the Work is acceptable subJect to the provIsions of Paragraph 14.09. OtherwIse, Engineer will return the Application for Payment to Contractor, indicat- ing in writing the reasons for refusing to recoITrrnend final payment, in which case Contractor shall make the necessary corrections and resubmit the Application for Payment, C Payment Becomes Due L Thitty days after the presentation to Owner of the ApplicatIon for Payment and accompanying docu- mentation, the amount reconunended by EngIneer, less any sum Owner is entitled to set off agamst Engineer's recommendation, including but not limited to liquidated damages, will become due and, will be paid by Owner to Contractor, 14,08 Final Completion Delayed A, If, through no fault of Contractor, final completion of the Work is significantly delayed, and if Engmeer so confirms, Owner shall, upon receipt of Contractor's fmal Application for Payment (for Work ,fully completed and accepted) and recommendation of Engineer, and WIthout terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted, If the remaining balance to be held by Owner for Work not fully completed or corrected is less than the retainage stipulated in the Agreement, and if bonds have been furnished as required in Paragraph 5,01, the written consent of the surety to the payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by Contractor to Engineer with the Application for such payment. Such payment shall be made under the terms and conditions governing fmal payment, except that it shall not constltute a waiver of Claims. 14.09 Waiver of Claims A. The making and acceptance of final payment will constitute: 1, a waiver of all Claims by Owner against Contractor, except Claims arising from unsettled Liens, from defectIve Work appearing after fmal inspection pursuant to Paragraph 14,06, from failure to comply with the Contract Documents or the terms of any special guarantees specified therein, or from Contractor's continuing obligations under the Contract Document"; .and wIth the requirements herem anci expressly acknowledged bv Gvmer in wrItmg as sull unoenieri I I ARTICLE 15 - SUSPENSION OF WORK AND TERMINA nON I 15.01 Owner May Suspend Work I A At any time and without cause, Owner may suspend the Work or any ponion thereof for a period of not more than ~O consecutive days by notice in wrIting to Contractor and Engineer which will fix the date on which Work will be resumed, Contractor shall resume the Work on the date so fixed. Contractor shall be granted an adjust- ment in the Contract Price or an extension of the Conn-act Times, or both, directly attributable to any such suspension if Contractor makes a Claim therefor as provided in Paragraph 10,05, I I I 15.02 Owner May Terminatefor Cause A. The occurrence of anyone or more of the following events will justify termination for cause: I 1. ContractOr's persistent failure to perforrn the Work in accordance with the Contract Documems (including. but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment or failure to adhere to the Progress Schedule established under Paragraph 2.07 as adjusted from tIme to nmt: pursuant to Paragraph 6.041; I I 2. Contractor's disregard of Laws or Regulations of any public body having junsdiction; I 3. Contractor's disregard of the authority of Engineer; or I 4. Contractor's violation in any substantial way of any provisions of the Contract Documents, I B. If one or more of the events identified in Paragraph 15,02,A occur, Owner may, after giving Contractor (and surety) seven days written notice of ltS intent to tenninate the services of Contractor: I 1. exclude Contractor from the Site, and take possession of the Work and of all Contractor's tools, appliances, construction equipment and machinery at the Site, and use the same to the full extent they could be used by Contractor (WIthout liability to Contractor for trespass or conversion), I I 2, incorporate in the Work all materials and equipment stored at the Site or fur which Owner has paid Contractor but whIch are stored elsewhere, and I I 2. a waiver of all Claims by Contractor agaInst Owner other than those previously made in accordance EJCDC C-700 Standard General Conditions of the Construction Contract. Copyright il::J 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700 - 38 I I I J. compiete the VI" ork ac; (,wner m~v deem expedIent. I C. If Owner proceeds as provided in Paragraph 15. 02.B, Comractor shall not be entItled to receive any further payment until the Work JS completed. If the unpmd balance of the Contract Pnce exceeds all claims. costs. losses. and damages (including but not limited to all fees and charges of engmeers, archItects, attorneys, and other professionals and all court or arbnration or other dispute resolution costs) sustained by Owner ansmg out of or relating to completing the Work, such excess will be Datd w ConrraclOr. If such claims cOSts, losses, and damages exceed such unpaid balance, Contractor shall pay the difference to Owner. Such claims, costs, losses, and damages mcurred by Owner will be revlewed by Engineer as to their reasonableness and, when so approved by Engmeer, incorporated in a Change Order. When exercising any rights or remedie" under this Parah'Tapb Owner shall not be required to obtain the lowest price for the Work performed. I I I I I D. Notwithstanding Paragraphs 15.02.B and 15.02.e, Contractor's services will not be terminated if Contractor begins within seven days of receipt of nOlice of intent to termmate to correct its failure to perform and proceeds diligently to cure such failure within no more than 30 days ofreCtlpt of said notice. I I r. Where Contractor's services have been so tenmnated by Owner, the terminatIOn will not affect any rights or remedies of Owner against ConrractOr then existing or which may thereafter accrue. Any retentIOn or payment of moneys due Contractor by Ov:ner will not release Contractor from hability. I I F. If and to the extent that Contractor has provided a performance bond under the provisions of Paragraph 5.0l.A, the termination procedures of that bond shall supersede the provisions of Paragraphs 15.02.B, and 15.02L I 15.03 Owner May Terminate For Convenience I A. Upon seven days written notice to Contractor and Engineer, Owner may, Wlthout cause and without prejudice to any other right or remedy of Owner, terminate the Contract. In such case, Contractor shall be paid for (without duplication of any items): I I 1. completed and acceptable Work executed III accordance with the Contract Documents prior to the effective date of tennmatlon, including fair and reasonable sums for overhead and profit on such Work I I :2. e)~DenSes sustained prior to the effecnv:: date of terminatIon III perforrrung servIces and furnlsnmg labor, materials, or eqUlpment as requued by tbe Conrract Documents in connection with uncomplered Work plus fair and reasonable sums for overhead and profit OIl such expenses; 3. all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbmation or other dispute resolutlOn costS) incurred in settlement of terminated contracts with Subconrractors, Suppliers, and others:. and 4. reasonable expenses directly attributable 10 termination. B. Conrractor shall not be paid on account ofloss of anticipated profits or revenue or other economic loss arising out of or resulting from such termmation. 15.04 Contractor May Stop Work or Terminate A. If. through no act or fault of Contractor, (i) the Work is suspended for more than 90 consecutive days by Owner or under an order of court or other public authority, or (ii) Engineer fails to act on any Application for payment within 30 days after it is submitted, or (iii) Owner fails for 30 days to pay Contracror any sum fmally determined to be due; then Contractor may, upon seven days wntten notice to Owner and Engineer, and provided Owner or Engmeer do not remedy such suspension or failure wtthin that time, terminate the Contract and recover from Owner payment on the same terms as provided in Paragraph 15,03. B. In lieu of terminating the Contract and without prejudice to any other right or remedy, if Engineer has failed to act on an ApplicatIon for Payment within 30 days after it is submitted, or Owner has failed for 30 days to pay ContraclOr any sum :finally determined to be due, Contractor may, seven days after written notice to Owner and Engineer, stop the Wark until payment is made of all such amounts due Conrractor, including interest thereon. The provisions of this Paragraph 15.04 are not intended to preclude Contractor from making a Claim under Paragraph 10.05 for an adjustment in Contract Price or Contract Times or otherwise for expenses or damage directly attributable to Contractor's stopping the Work as permitted by this Paragraph. ARTICLE 16 - DISPUTE RESOLUTION 16.01 Methods and Procedures A Either Owner or Contractor may request mediation of any Claim submitted to Engineer for a decision under Paragraph 10.05 before such decision becomes final and binding. The mediation will be EJCDC C-700 Standard C.eneral Conditions of the Construction Contract. Copyright iQ 2002 National Society of Professional Engineers for EJCDC. All rights reserved. 00700 - :\9 I governed by the Consrructlon industry Mecltanon Rules of the American ArbItratIOn Association III effect as of the EffectIve Date of the Agreement. The request for mediation shall be submitted III writing to tbe American ArbitratJOn Association and the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.OS.E. B. Owner and Contractor shall participate in the mediation process in good faith. The process shall be concluded within 60 days of filing of the request. The date of termination of the mediation shall be detennined by application of the mediation rules referenced above. C. If the Claim is not resolved by mediatIOn, Engineer's action under Paragraph 1O.05.C or a denial pursuantto Paragraphs 10.05.C.3 or 10.05.D shall become final and bmding 30 days after terrmnation of the mediation unless, within that time period, Owner or Contractor: 1. elects in wTItmg to invoke any dispute resolution process provided for in the Supplementary Conditions, or 2. agrees with the other party to submit the Claim to another dispute resolution process, or 3. gives written notice to the other party of then intent to submit the Claim to a court of competent jurisdiction. ARTICLE 17 - MISCELLANEOUS 17.01 Giving Notice A. Whenever any prOVlSlon of the Contract Documents requires the giving of written nOtice, It will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the fmn or to an officer of the corporation for whom it is intended, or ",-II'7'"J,., ~T'"T"'"--"'"'7"~~"""T"-~_.- ; ,w.,';' 2. dellvered at or sent by registered or cemfied mail. postage prepaid, to the last busmess address known to the gJver of the notJce. I I 17.02 Computation of Times A. When any period of time IS referred to in the Contract Documents by days, Jt will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdictIOn, such day will be omitted from the computation. -" I I 17.03 Cumulative Remedzes I A. The duties and obligations imposed bv these General Conditions and the TIghts and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitatIOn of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regula- tions, by special warranty or guarantee, or by other provisions of the Contract Documents, The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular dury, obligatIOn, right, and remedy to which they apply. I I I I 17.04 SUlTival of Obligations I A. AU representations, indemnifications, warran- ties, and guarantees made in, required by, or gIVen in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Docu- ments, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. I I 17.05 Controlling Law A. This Contract is to be governed by the law of the state m which the Project is located. I 17.06 Headings I A. Article and paragraph headings are msened for convenience only and do not constitute parts I' of these General Conditions. I I I EJCDC C-7011 Standard General Conditions IIf the Cnnstruction Contract. CDpyrighl1tJ 2002 National Society of Professional Engineers fDr EJCOc. All rights reserved. 00700 - 40 I I I I I I . SUPPLEMENTARY CONDITIONS TO I THE GENERAL CONDITIONS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SECTION 00810 SUPPLEMENT ARY CONDITIONS TO THE GENERAL CONDITIONS These Supplementary Conditions to the General Conditions amend or supplement the Standard General Conditions of the Construction Contract (No. C-700, 2002 Edition) and other provisions of the Comract Documents as indicated below. All provisions that are nm so amended or supplemented remam in full force and etIect. SC - 2.01 DELIVERY OF BONDS Add the following to Paragraph: 2.01.A Engineer shall furnish to Contractor six copies of the Agreement and other Contract Documents bound therewith. Contractor shall execute the Agreement, attach executed copies of the required Bonds and Power of Attorney and Certificate of Insurance and submit al] copies to Engineer who will forward them to the Owner. Owner shall execute all copies and return two copies to the Contractor. Owner shall also furnish a cQunterpart or conformed copy to the Engineer and shall retain three copies. SC - 2.03 NOTlCE TO PROCEED Delete the first sentence of Paragraph 2.03.A of the General Conditions and insert the following in its place: Following the execution of the Agreement by the Owner and the Contractor, written Notice to Proceed with the Work shall be given by the Owner to the Contractor. The Contract Time will commence to run on the day indicated in the Notice to Proceed. SC - 2.05 BEFORE STARTING CONSTRUCTION Add a new paragraph immediately after paragraph 2.05.A.3 of the General Conditions which is to read as follows: 2.05.AA Contractor shall submit a preliminary list of construction equipment wi th hourly rates, owned or rented by the Contractor and all Subcontractors that will be used in the performance of the Work. The equipment list will include information necessary to confirn1 the hourly rates per Paragraph 11.01.A.5.c of the General Conditions and these Supplementary Conditions including: make, model, and year of manufacture as well as the horse power, capacity or weight, and accessories. Section 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Page 1 of 12 SC - 1.07 INITIAL ACCEPTANCE OF SCHEDULES Delete the first paragraph of 2.07.A of the General Conditions in its entirety and insert the following in its place: Prior to the first application for pa}'TI1ent all schedules and documents identified in paragraph 2.05.A shall be finalized and acceptable to the Engineer and Owner. No progress paymeItt shall be made to Contractor until acceptable schedules are submitted to Engineer and Owner as provided below. Acceptance of these schedules and documents by either Engineer or Owner will neither impose on Engineer or Owner responsibility for the sequencing, scheduling or progress of the Work and will not interfere with or relieve Contractor from Contractor's full responsibility therefore. Add the following after Paragraph 2.07.A.3: Contractor's Schedule of Equipment will be acceptable to Engineer as to form and substance if it provides the necessary information to reference the equipment and establish the hourly rates in accordance with paragraph l1.01.A.5.c. SC - 4.01 AVAILABILITY OF LA.~DS Add to Paragraph 4.01.C of the General Conditions the following: If it is necessary or desirable that the Contractor use land outside of the Owner's easement or right-of-way, the Contractor shall obtain consent from the property owner and tenant of the land. The Contractor shall not enter for materials delivery or occupy for any other purpose with men, tools, equipment, construction materials, or with materials excavated from the site, any private property outside the designated construction easement boundaries or right-of-way without written permission from the property owner and tenant. SC - 4.02 - SUBSURFACE AND PHYSICAL CONDITIONS Delete the first sentence of 4.02.A and replace with the following: A. Reports and Drawings: The Special Provisions identify: Section 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Page 2 of 12 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SC - 4.03 - DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS Add the following to the end of Paragraphs 4.03 .A. Contractor to notify Owner and Engineer in wntmg about differing subsurface or physical conditions within IS days of discovery and before disturbing the subsurface as stated above. .~' No claim for an adjustment in the contract price or contract times (or Milestones) will be valid for differing subsurface or physical conditions if procedures of this paragraph 4.03 are not followed. SC - 4.04 - UNDERGROUND FACILITIES Add the following new paragraph immediately after Paragraph 4.04.A.2. 3. At least 2 but not more than 10 business days before beginning any excavation, the Contractor shall according to MeA 69-4-501. notify all owners of underground facilities and coordinate the Work with the owners of such underf..'Tound facilities. The information shown or indicated in the Contract Documents with respect to existing underground facilities is based on inforrnation and data obtained from the owners of the facilities without field exploration, and as such, Owner and Engineer are not responsible for the accuracy or completeness of such information or data. SC - 4.06 - HAZARDOUS ENVIORNMENT AL CONDITION AT SITE Change the first sentence of paragraph A to read as follows: A. Reports and Drawings: Reference is made to the Special Provisions for the identification... .. sc- 5.02 LICENSED SURETIES AND INSURERS Add the following to the end of Paragraph 5.02.A Without limiting any of the other obligations or liabilities of the Contractor, Contractor shall secure and maintain such insurance from an insurance company (or companies) authorized to write insurance in the State of Montana, with minimum "AM. Best Rating" of A-, VI, as will protect the Contractor. the vicarious acts of subcontractors, the Owner and the Engineer and their agents and employees from claims for bodily injury, or property damage which may arise from operations and completed operations under this Agreement. Contractor shall not commence work under this Agreement until such Section 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Page 3 of 12 insurance has been obtained and certificates of insurance, with binders, or certified copies of the insurance policy shall have been filed with the Owner and the Engineer. All insurance coverages shall remain in effect throughout the life of the Agreement, except that the Contractor shall maintain the Commercial General Liability Policy including product and completed operations coverage for a period of at least one year following the substantial completion date for property damage resulting from occurrences during tlre agreement period. SC - 5.04 CONTRACTOR'S LIABILITY INSURANCE Add the following new paragraphs immediately after Paragraph 5.04.B: C. The limits of liability for the insurance required by Paragraph 5.04 of the General Conditions shall provide coverage for not less than the following amounts or greater where required by Law or Regulations: 1. Workers' Compensation, etc. under Paragraphs 5.04.1 and 5.04.2 of the General Conditions. a. b. State Applicable Federal (e.g. Longshoremans) Employer's Liability c. Statutory Statutory $ 500.000.00 2. Contractor's Liability Insurance under Paragraphs 5.04.A.3 through 5.04. A.6 of the General Conditions which shall also include completed operations and product liability coverage. a. GENERAL AGGREGATE $ 3.000.000.00 b. Products-Completed Operations Aggregate $ 3.000.000.00 c. Personal and Advertising d. Each Occurrence (Bodily Injury and Property Damage) $ 1.000.000.00 e. Coverage will include: 1. Premises - Operations Operations of Independent Contractor Contractual Liability Personal Injury "') .... .., :J. 4. Section 00810 SUPPLEMENTARY CONDITIONS TO THE GENERA.L CONDITIONS Page 4 of 12 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 5 Products and Completed Operations 6. Broad Form Propeny Damage will include explosion, collapse, blasting and underground where applicable. 7. Per Proj ect Aggregate Endorsement 3. Automobile Liability under Paragraph 5.04.A.6 of the General Conditions: a. Bodily Iniurv: Each Person Each Accident $ 500,000.00 $ 1,000,000.00 Property Damage: Each Accident $1,000,000.00 (or) b. Combined Single Limit $ 1,000,000.00 Coverage to Include 1. All Owned :2. Hired 3. Non-Owned 4. Contractor's Liability Insurance under 5.04.A.3 through 5.04.A.6 may be satisfied by primary insurance or a combination of primary and excess or umbrella insurance. Primary occurrence limit cannot be less than $1,000,000.00. Deductible not to exceed $5,000.00 per occurrence on property damage. 5. Add a new paragraph at the end of Paragraph 5.04.B. 1 of the General Conditions as follows: The Contractor's insurance coverage shall name the Owner, and Engineer and Engineer's Consultants as an additional insured under Commercial General Liability, Automobile Liability, Excess or Umbrella polices. 6. The Contractual Liability coverage required by Paragraph 5.04.BA. of the General Conditions shall provide coverage for not less than the following amounts: Each Occurrence Aggregate $ 1,000,000.00 $ 3,000,000.00 Section 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Page 5 of 12 sc- 5.04.B.5 CANCELATION NOTICE Amend paragraph 5.04.B.5 of the General Conditions by striking out the words "30 days" and replacing them with the words "45 days" and as so amended paragraph 5.04.B.5 remains in effect SC - 5.06 PROPERTY INSURA~CE Delete Article 5.06.A of the General Conditions in its entirety and insert the following in its place: A. Contractor shall purchase and maintain property irisurance upon the work at the site in the amount of the full replacement cost thereof (subject to such deductible amounts as may be provided in these Supplementary Conditions or required by Laws and Regulations). This insurance shall: 1. Include the interests of Owner, Contractor, Subcontractors, Sub- Subcontractors, Engineer, Engineer's Consultants, and any other persons or entities identified in the Supplementary Conditions, each of whom is deemed to have an insurable interest and shal1 be listed .as an insured or additional insured; ..., be written on a Builder's Risk "all risk" or open peril or special causes of loss policy form that shall at least include insurance for physical loss and damage to the Work, temporary buildings, false work and materials and equipment in transit and shall insure against at least the following perils or causes of loss: fire, lightning, extended coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water damage (other than caused by floods), and other perils or causes of loss as may be specifically required by the Supplementary Conditions. 3. include expenses incurred in the repair or replacement of any insured property (including but not limited to the fees and charges of engineers and architects); 4. cover materials and equipment in transit for incorporation in the Work or stored at the site or at another location prior to being incorporated in the Work, provided that such materials and equipment have been included in an Application for Payment recommended by Engineer; and 5. be endorsed to allow occupancy and partial utilization of the Work by Owner; Section 00810 SUPPLEMENT&.RY CONDITIONS TO THE GENERAL CONDITIONS Page 6 of 12 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I '1' ,"..- 6. include testing and start-up; and 7. be maintained in efTect until final payment is made unless otherwise abJfeed to in writing by Owner, Contractor, and Engineer with thirty days written notice to each other additional insured to whom a certificate of insurance has been issued. B. Contractor shall be responsible for any deductible or self-insured retention. " C. The policies of insurance required to be purchased and maintained by Contractor in accordance with this paragraph SC5.06 shall comply with the requirements of paragraph 5.06.C of the General Conditions. D. The policies of insurance required to be purchased and maintained by Contractor in accordance with this paragraph 5.06.A shall comply with the requirements of GC - 5.06.C. The qualifications of the insurance company shaD comply with the requirements of SC- 5.02.A. SCw6.02 WORKING HOURS Add the following to Paragraph 6.02.B: Regular working hours are defined as 8:00 AM. to 5:00 P.M. Emergency work may be done without prior permission. SC-6.04PROGRESS SCHEDULE Delete Paragraph 6.04.AJ of the General Conditions lD its entirety and replace with the following: 1. Contractor shall submit to Engineer with each application for payment an updated progress schedule reflecting the amount of work completed and adjustments to future work. Such adjustments will be acceptable to Engineer as providing an orderly progression of the Work to completion within any specified milestones and the Contract Time. No progress payment will be made to Contractor until the updated schedules are submitted to and acceptable to Engineer and Owner. Review and acceptance of progress schedules by the Engineer will neither impose on Engineer responsibility for the sequencing, scheduling or progress of the Wark, nor interfere with or relieve Contractor from Contractor's full responsibility therefore. Section 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITION,S Page 7 of 12 ._~"-":'-'.'7"'~::-.~_."',"-':".-~r--'."'''_._---~''-~''''''''""'\'T'''''l;~-""'---".._'._"-'."-''''''''''''-'-'._.-:-,7'-.--''''''.~'---;-._... SC - 6.13 SAFETY AND PROTECTION Add new paragraphs to the end of paragraph 6.13.D of the General Conditions as follows: E. It is expressly understood by the parties to this Agreement that the Contractor is solely responsible for initiating, maintaining, and supervising safety precautions and programs in connection with the Work. The right of the Owner and Engineer to observe or otherwise review the Work and operations shall not relieve the Contractor from any of his covenants and obligations hereunder. Contractor shall incorporate all safety requirements into his construction progress and work schedules including preconstruction and scheduled monthly safety meetings, posted safety rules, tailgate meetings, and site inspections by safety and other inspectors employed by the Contractor. F. The Contractor shall be responsible for and shall take necessary precautions and provide all material and equipment to protect, shore, brace, support and maintain " all underground pipes, conduits, drains, sewers, water mains, gas mains, cables, etc., and other underground construction uncovered in the proximity, or otherwise affected by the construction work performed by him. All pavement, surfacing, driveways, curbs, walks, buildings, grass areas, trees, utility poles or guy wires damaged by the Contractor's operations in the performance of this work shall be repaired andior replaced to the satisfaction of the Owner, Engineer, and effected property owner at the Contractor's expense. The Contractor shall also be responsible for all damage to streets, roads, highways, shoulders, ditches, embankments, culverts, bridges, or other public or private property or facility, regardless of location or character, which may be caused by moving, hauling, or otherwise transporting equipment, materials, or men to and from the work or any part of site thereof; whether by him or his subcontractors. The Contractor shall make satisfactory and acceptable arrangements with owner of, or the agency or authority having jurisdiction over, the damaged property or facility concerning its repair or replacement or payment of costs incurred in connection with said damage. G. The Contractor shall conduct his work so as to interfere as little as possible with public travel, whether vehicular or pedestrian. Whenever it is necessary to cross, obstruct, or close roads, driveways, and walks, whether public or private, the Contractor shall obtain approval from the governing party and shall, at his own expense, provide and maintain suitable and safe bridges, detours, and other temporary expedients for the accommodation of public and private drives before interfering with them. The provisions for temporary expedients will not be required when the Contractor has obtained permission from the owner and tenant of the private property, or from the authority having jurisdiction over public property involved, to obstruct traffic at the designated point. H. Safety provisions must be entIrely adequate and meet with Uty or State and Federal regulations to protect the public on these streets and roads. Section 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Page 8 of 12 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SC- 6.20 INDEMNIFICATION Add a new paragraph immediately after paragraph 6.20.A. of the General Conditions which is to read as follows: While Owner and Engineer may have the right under this Contract to observe or. otherwise review the work, progress and operations of the Contractor, it is e:xpressly understood and agreed that such observation shall not relieve the' Contractor from any of its covenants and bbligations hereunder. SC-9.03 PROJECT REPRESENTATIVE .. Refer to the Special Provisions for identification of the responsibilities and authority and limitations of the Engineer's Resident Project Representative (if any). SC-l1.01 COST OF THE WORK Delete paragraph 11.01 .A.5.c of the General Conditions in its entirety and insert the following in its place: 11.01.A.5.c The cost for the use of all construction equipment and machinery and parts thereof whether owned by the Contractor or rented from others. The cost shall be calculated as follows and will include the costs of transportation, loading, unloading, assembly, dismantling and removal thereof for equipment involved only in the changed portion of the work covered under the cost of the Work method. Transportation, loading and assembly costs win not be included for equipment already on the site which is being used for other portions of the Work. The cost of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. Hourly equipment and machinery rates shall be calculated from the Rental Rate Blue Book for Construction Equipment, and the Equipment List submitted according to SC-2.0S and SC-2.07, and as follows: 1. For working equipment, the hourly rate shall be the monthly rental rate divided by 176 hours per month plus the hourly operating cost. 2. For equipment on standby, the hourly rate shall be sm'o of the monthly rental rate divided by 176 hours per month, and the hourly operating cost shall not be applied. 3. For specialized equipment rented for a short duration used for change order work or additional work not part of the scope of work bid, the equipment rental rates Vi.ilJ be negotiated prior to the work being performed. Section 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Page 9 of 11 SC-I1.03 UNIT PRICE WORK Delete paragraph 11.03.D.l and 2 of the General Conditions In its entirety and insert the following in its place: 1. the quantity of a particular item of Unit Price Work performed by Contractor differs by more than 25% from the estimatedRuantity of such item indicated in the Agreement, and 2. the total cost of the particular individual item of Unit Price Work amounts to 10% or more ofthe Comract Price which is the total sum of all schedules (if any), and SC- 14.02.A APPLICATIONS FOR PAYMENTS Add the following language at the end of paragraph 14.02.A.l of the General Conditions: Payments for materials in storage shall be based only upon the actual cost of the materials and equipment to Contractor and shall not include any overhead or profit Bill of Sale, invoice or other document warranting clear title for materials in storage will be waived for the material in storage included in the first progress payment application. However, proof of payment and clear title must be submitted with Application No.2 for an material included in Application No.1. vVithout such documentation amounts paid for materials in storage will be deducted from subsequent payments. Beginning with the second application, all requests for payment for materials in storage shall be accompanied by Bill of Sale, invoice or other document warranting clear title as required above. Add the following to Paragraph 14.02.A.3: In accordance with state law the Owner may accept deposited securities in lieu of cash retainage. Retainage may be used by the Owner to offset costs for any of the losses enumerated in Paragraphs l4.02.B.5.a through 14.02.B.5.d inclusive, 14.02.D.l.a. through 14.02.D.1.d inclusive, or 15.02.e. In addition retainage may be used by the Owner to protect against loss from failure by the Contractor to complete necessary work and to offset any liquidated damages due Owner. Add a new paragraph after paragraph to 14.02.A.3 to read: 4. Each application for progress payment shall be accompanied by Contractor's updated progress schedule, shop drawing schedule, procurement schedule, and other data specified herein or reasonably required by Owner or Engineer. The Owner reserves the right to require submission of monthly certified payrolls by the Contractor. Section 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS . Page 10 of 12 I I I I I I I I I I I I I I I I I I I I I I I I' I I I I I I I I I I I I I I SC ~ 14.02.C PA't'MENT BECOMES DUE Delete Paragraph 14.02.C.1 of the General Conditions in its entirety and insert the following in its place: L The Owner will, upon presentation to him of the Contractor's Application for Payment with Engineer's recommendation, review and act upon said payment request once each month on or about the day' of each month stipulated by the Owner at the preconstruction conference. Payment will become due when Owner approves the application for payment and will be paid by Owner to Contractor with in 30 days of the day of the month stipulated above at the preconstruct ion conference. SC. 14.02.D.1.c Amend the sentence of Paragraph 14.02.D.Lc to read: .. . entitling Owner to a set-off against the amount recommended, including liquidated damages; or... SC-14.03 CONTR4.CTORS V..'ARRANTY OF TITLE Add the following at the end of Paragraph l4.03.A of the General Conditions: Neither recommendation of any progress payment by Engineer nor payment by the Owner to Contractor, nor any use or occupancy of the Work or any part thereof will release the Contractor from complying with the Contract Documents. Specifically the Contractor shall maintain in accordance with Article 5, property insurance on all V..; ark, materials, and equipment whether incorporated in the project or not and whether included in an application for payment or not, for the full insurable value thereof. Passing title to Owner for materials and equipment included in an application for payment does not relieve the Contractor of the Contractor's obligation to provide insurance (including property insurance) as required in Article 5 of the General Conditions and these Supplementary Conditions. All insurance shall remain in effect as provided in .Article 5. sc- 14.05 PARTIAL UTILIZATION Add the following to Paragraph 14.05.A: Owner has the right to take possession of or use any completed or substantially completed ponions of the work at any time, but sucb taking possession or use will not be deemed an acceptance of any work not completed in accordance with the Contract Documents. Owner's use of any facilities so identified in the Contract Documents \vill not be grounds for extension of the contract time or change in the contract price. Owner's Section 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Page 11 of 12 use of any facilities not specifically identified in the Contract Documents will be in accordance with conditions agreed to prior to such use, and any extra costs or delays in completion incurred and properly claimed by Contractor will be equitably adjusted with a Change Order. Facilities substantially completed in accordance with the Contract Documents which are occupied or used by Owner prior to substantial completion of the entire work will be done in accordance with General Conditions 14.04. Guarantee periods for accepted or substantially completed work including mechanical and electrical equipment will commence upon the start of continuous use by Owner. All tests and instruction of Owner's personnel must be satisfactorily completed, and Owner shall assume responsibility for and operation of all facilities occupied or used except as may arise through portions of work not yet completed by Contractor If the work has been substantially completed and the Engineer certifies that full completion thereof is materially delayed through no fault of the Contractor, the Owner shall, without terminating the Agreement, make payment of the balance due for the portion of the work fully completed and accepted. SC-14.06 FINAL INSPECTION Add the following to Paragraph 14.06.A: After Contractor has remedied all deficiencies to the satisfaction of the Engineer and delivered all construction records, maintenance and operating instructions, schedules, guarantees, bonds, certificates of inspection, and other documents (all as required by the Contract Documents), Owner and Contractor shall be promptly notified in writing by Engineer that the work is acceptable. sc- 17.0] GIVING NOTICE Add the following to Paragraph 17.01.A: The mailing address for giving notices to Contractor given in the Agreement is hereby designated as the place to which all notices, letters, and other communication to Contractor will be mailed or delivered. The mailing address for giving notices to Owner given in the Agreement is hereby designated as the place to which all notices, letters, and other communication to Owner shall be mailed or delivered. Either party may change his address at any time by an instrument in writing delivered to Engineer and to other party. END OF SECTION Section 00810 SUPPLEMENTARY CONDITIONS TO THE GENERAL CONDITIONS Page 12 of 12 I I I I I I I I I I I I I I I I I I I I I I I I MISCELLANEOUS FORMS I I I I I I I I I I I I I I ~ I NOTICE OF AWARD I TO: H & HEarth Works ADDRESS: P.O. Box 1441 Belgrade. MY 59714 PROJECT: 2007 Landfill Sewer Service Improvements CONTRACT FOR: Base bid Dated: June 18.2007 I I You are notified that your Bid dated for the above Contract has been considered. You are the apparent Successful Bidder and have been awarded a Contract for: 2007 Landfill Sewer Service Improvements. The Contract Price of your Contract is: Seventy one thousand. nine hundred forty two Dollars ($71.942.00 ). Copies of each of the proposed Contract Documents (except Drawings) accompany this Notice of Award. Sets of the Drawings will he delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within fifteen (15) days of the date of this Notice of A ward, that is, by July 3. 2007. I. You must deliver to the OWNER fully executed counterparts of the Agreement including all the Contract Documents and Drawings. 2. You must deliver with the executed Agreement the Contract Security (Bonds) as specified in the Instruction to Bidders (paragraph 18), General Conditions (paragraph 5.1) and Supplementary Conditions (paragraph SC-5.1). Failure to comply with these conditions within the time specified will entitle OWNER to consider your Bid abandoned, to annul this Notice of Award, and to declare your Bid Security forfeited. Within ten (10) days after you comply with these conditions, OWNER '\I returA to you one fully signed counterpart of the Agreement with the Contract Documents attached. I I I I I I I :~C[:~ (CITY M"N"GER) BY: I DATE: o - 2 (-07 APPROVED AS TO FORM: BY: -- f .~~~ (CITY ATIORNEY I I I I I ~ I I I I I I I I I I I I I I I I I I I NOTICE TO PROCEED Dated: 1;6 L{ ~:t- t TO: H&H Earthworks (CONlRACTOR) ADDRESSl: PO Box 1441 BellUade. MT 59714 Contract: City of Bozeman 2007 Landfill Sewer Service ImDrovements (Insert name of Contract as it appears in the Contract Documents) Project: 2007 Landfill Sewer Service Improvements OWNER'S CONTRACT NO. N/A You are notified that the Contract Times under the above contract will commence to run on '7-(50 ~ =r _ By that date, you are to start perfonning your obligations under the C)ll~ct pocumentl In accordance with Article 4 of the ~ ~e of Substantial Completion is vl/ ~ / 0 ? and the date of readiness for final payment is 0 (If '- ' , Before you may start any Work at the Site, you must (add other requirements) N/A By: City of Bozeman ~/~- ~lITH.?RIZED SIGNA) ---- "frCJJ.. eel.. E: ~'nt'"eI"":'Citv of Bozeman (TI E) Copy to ENGINEER (Use Certified Mail, Return Receipt Requested) EJCDC No. 191O~23 (1996 Edition) Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America and the Construction Specifications Institute. I I I I I I I I I I I I I I I I I I I Change Order No. Date of Issuance: Effective Date: Project: Owner- Owne(s Contract No.. Contract: Date of Contract: Contractor IEnginee(S Project No.. ;./ The Contract Documents are modified as follows upon execution of this Change Order: Description- Attachments: (List documents supporting change): CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: OriglOal c.ontract Price: Original Contract Times: 0 Working days Substantial complelton (davs or aater Ready for fmal payment (days or datE I: o Calendar daYf [Increase] [Decrsase] trorr, previously approved Chan!;)e Orders Nc. to 1\10. [Increase] [Decrease] trom previousl)' apDroved Change Orders No. to No. Substantial completion (oays): Ready for final payment (deys): $ Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion (days or dete): Ready for final payment (days or dete): $ [Increase] [Decrease] of this Change Order: [Increase) [Decrease) of this Change Order: Substantial completion (days or date): Ready for final payment (days or date): $ Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial completion (days or date): Ready for final payment (days or date): $ RECOMMENDED: ACCEPTED ACCEPTED: Bi By: By Engineer (AlJthonzed Slghalure) Owner (Authohzed Signature) Contractor (Authorized Sigrlature I [Jate. [Jate Date. Approved by Funding Agency (if applicable): Date. EJCIlC No. C-941 (Z(iO: Edition) Pl!ge 1 of:! Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications institute. Change Order instructions A. GENERAL INFORMATION This document was developed to provide a uniform format for handling contract changes that affect Contract Price or Contract Times. Changes that have been initiated by a Work Change Directive must be incorporated into a subsequent Change Order if they affect Price or Times. j/ Changes that affect Contract Price or Contract Times should be promptly covered by a Change Order. The practice of accumulating Change Orders to reduce the administrative burden may lead to u'nnecessary disputes. If Milestones have been listed in the Agreement, any effect of a Change Order thereon should be addressed. For supplemental instructions and minor changes not involving a change in the Contract Price or Contract Times, a Field Order should be used. B. COMPLETING THE CHANGE ORDER FORM Engineer normally initiates the form, including a description of the changes involved and attachments based upon documents and proposals submitted by Contractor, or requests from Owner, or both, Once Engineer has completed and signed the form, all copies should be sent to Owner or Contractor for approval, depending on whether the Change Order is a true order to the Contractor or the formalization of a negotiated agreement for a previously performed change. After approval by one contracting party, all copies srlould be sent to the other party for approval. ::.ngineer should make d!stribution of executed eODies after approval by both parties, If a change only applies to price or to times, cross out the part of the tabulation that does not apply. E.ICIlC No. C-941 (2002 Edition) Prepared by thr Engineers' Joint Contract Documents Committee and endorsed by the. Associated General Contractors of America and tRc Construction SpecifIcations Institute. Page 2 of2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Work Change Directive No. Date of Issuance: Effective Date: Project: \ Owner Owner's Contract No.: Comract: Date of Contract: Contractor: Engineer's Project No,: ,<' You are directed to proceed promptly with the following change(s): Item No. I Descriplion Attachments lIist documents suo porting change;: Purpose for Work Change Directive: o Authorization tor Work described herein to proceed on the basis of Cost of the Work due to: o Nonagreement on pricing of proposed change. D Necessity to expedite Work described herein prior to agreeing to changes on Contract Price and Contract Time. Estimated change in Contract Price and Contract Times: Contract Price $ (increase/decrease) Contract Time (increaseJdecrease) days If the change involves an increase, the estimated amounts are not to be exceeded without further authorization. Recommended lor Approval by Engineer: Date Authonzed tor Owner by' Date Accepted tor Contractor by: Dale Approved by Funding Agency (if applicableI' Date. EJCDC No. C-940 (2002l;:dition) f'repared by toe Engineers' .loint Contract floocuments Comminee and eodorsed by tilc Associated General Contractors of America and the Construction Specifications Institute. Page 1 of I - - - - - - - - - - - - - - - - - - - Contractor's Application For Paynlent No. - - Application Period: Application Date: To (Owner): From (Contractor): Via (EngIneer) Project: Contract: Owner's Contracl No.: Contractor's Project No.: Engineer's Project No.: CONTRACTOR'S CERTIFICATION The undersigned Contractor certifies that (1) all previous progress payments Payment 01: $ received lrom Owner on account of Work done under the Contract have been applied on account 10 discharge Conlractor's legitimate obligations incurred In connection with Work covered by prior Applications for Payment; (2) !lUe of all Work, materials and equipment incorporated in said Work or otherwise listed In or covered by this is recommended by: Application for Payment will pass to Owner at time of payment free and clear of all Liens, security Interests and encumbrances (except such as are covered by a Bond acceptable to Owner indemnifyIng Owner against any such LIens, security interest or Payment of: $ encumbrances); and (3) all Work covered by this Application for Payment is in accordance wilh lhe Contract Documents and is not defective. ApPLICATION FOR PAYMENT Change Order Summary 1 Apploved Change Orders Number Additions Deductions TO f,\LS NET CHANGE BY CHANGE ORDERS By: Date: 1. ORlGII~AL CONTRACT PR.ICE . ............ ....., ....... ............. ........ ..... ...... $ 2. Net ch'llng~ by Ch~ngt! Orders ......................................................... $ 3. CURRENT CONTHACT PRICE (Une 1 :I: <1)...................................... $ 4. TOTAL COMPLETED AND STORED TO DATE (Column F on rrogress Estimate) ................................................... $ 5. RETNNAGE: .... a. Yo)( $ Yo J'; $ Work Completed ..................... $ Stored Materlal ....................... $ b. c. Total Ref<:>lnags (line 5a ... Une 5b) ............................................ $ 6. AMOUNT ELIGIBLE TO DATE (Une 4 - Une 5c)....... ................. ...-.. .$ 7. LESS PREVIOUS PAYMENTS (line 6 from prior Application) ....... $ 8. AMOUNT DUE THIS APPLICATION .................................................. $ 9. BALANCE TO FINISH, PLUS RETAINAGE {Column G on Progress Estimate + line 5 above).......................... .$ (Lirle 8 or other - attach explanallon of other amount) (Engineer) (Dale) (Line 8 or other - allach explanation of other amount) is approved by: (Owner) (Dale) Approved by: Funding Agency (if applicable) (Date) Page I of J EJCDC No. C-620 (201n Edition) Ynpared by the Euglnel'rs' Joi nt Contract DlJCU ments Committee and endorsed by the Associated Genera! C,-,ntn!ctlJrs of Al11c!"!ca and thc ClJllstruction Speclllcatio us Instill! te. Progress Estimate Contractor's Application For (contract): l\ppfication Number: l\pplfcation Period: i\pplication Date: A 8 Work Completed E F G Hem C 0 Total Completed ~'O Balance 10 Specification Description Scheduled Frcrn Previous This Period Materials Presently and Stored to Date (El Finish Section No. Value Application (C + OJ Stored lnot in C or D) (C + D + E) B (6 - F) Totals " - - - - - , ~ ~ ., , ; .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Progress Estimate Contractor's Application For (contract): IApplication Period: IApplication Number: fAPpllcation Date: A B C D E Item F G Bid Item No. Description Bid Unit Bid Estimated Value Quanlity Price Value Quantity Materials Total Completed % Balance 10 Presently Stored and Slored 10 (El Finish Installed tnotin Cl Date (D + E) B (B - F) - .... Totals E.ICDC No. C-6211 (2002 Edition) l'npared by the Engin 'J' t C . . eers om (Infract Documents Committee and endorsed by the Assoda!ed General ClmtradOl's qr America and the Constmction SpecificaUqns TnsHtute. Pl!~e h or] .. Stored Material Summary Contractor's Application For (contract): Application Number: Application Period: Application Date: A 8 C 0 E F G Shop Drawing Stored Previous Iv Stored this Month Incoroorated in Work invoice No. Transmittal No. Materials Description Date Amount Amount Date Amount Materials Remaining (Month/Year) ($) ($) Subtotal (MonthlYear) ($) in Storage ($) (0 + E - F) - Totals ... EJCDC No. C-620 (2002 Edition) , ..biiilnllens:...!oint COlltr!!~ Documents ~_en~r. l ~ ract~IQeri_th~ ~rHn'-'~""_""" - _ r..,fJ_ I Certificate of Substantial Compietion I ProJect; jownor: luwner'S Contract No.: IDale of Contract; IEn9ineer'" Project Nc.: Contract Contraclor. I This [tentative] [definitive] Certificate of Substantial Completion applies to: I o All Work under the Contract Documents: o The following specified portions; I p I Date of Substantial Completion I The Work to which this Certificate applies has been inspected by authorized representatives of Owner, Contractor and Engineer, and found to be substantially complete. The Date of Substantial Completion of the Project or portion thereof designated above is hereby declared and is also the dale of commencement of applicable warranties required by the Contract Documents, except as stated below. I A [tentative] [revised tentative] [definitive] list of items to be completed or corrected, is attached heretc. This list may not be all- inclusive, and the failure to include any items on such list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. I The responsibilities between OWNER and CONTRACTOR for security, operation, safety, maintenance, heat, utilities, insurance and warranties shall be as provided in the Contract Documents except as amended as follows: o Amended Responsibilities 0 Not Amended I Owner's Amended Responsibilities: I Contractor's Amended Responsibilities: I I The following documents are attached to and made part of this Certificate: I I This Certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a reiease of Contractor's obligation to complete the Work in accordance with the Contract Documents. Executed by Engineer Date I Aocepted by Contractor Date I Accepted by Owner Dale I EJCDC No. C-625 (2002 Edition) Prepared by the Engineers' Joint Contract Documents Committee and endorsed by the Associated General Contractors of America and the Construction Specifications Institute. Page 1 of 1 I I I I I I I I I I I I I I I I I I I I WAGE RATES -----"- .,__.0---.:.'" I I I I I I I I I I I I I I I I I I I MONTANA PREVAILING WAGE RATES Heavy Construction Rates effective: March 10, 2006 Brian Schweitzer, Governor State of Montana Keith Kelly, Commissioner Department of Labor & Industry To obtain copies of prevailing wage rate schedules, contact: Research and Analysis Bureau, Workforce Services Division Montana Department of Labor and Industry P. O. Box 1728, 840 Helena Ave. Helena, MT 59624-1728 Phone 406-444-2430 FAX 406-444-2638 Toll free 800-541-3904 TOO 406-444-0532 We're also on the Internet at: www.ourfactsyourfuture.org For information relating to public works projects and payment of prevailing wage rates visit ERD at: www.mtwagehourbopa.com or contact them at Employment Relations Division Montana Department of Labor and Industry P. O. Box 6518 Helena, MT 59604-6518 Phone 406-4.14-5600 TOO 406-444-5549 The Research and Analysis Bureau welcomes questions, comments and suggestions from thc puhlic. In addition, we'll do our best to provide information in accessihle format, on request, in compliance with the Americans with Disabilities Act. 1 Heavy Construction - Montana MONTANA PREVAILING WAGE REQUIREMENTS Heavy Construction The Commissioner of the Department of Labor and Industry, in accordance with Sections 18-2-401 and 18-2- 402 of the Montana Code Annotated, has deteffi1ined the standard prevailing rate of wages for the occupations listed in this publication. The wages specified herein control the prevailing rate of wages for the purposes of 18-2-401, et seq., MantanJ Code Annotated. It is required that each employer pay, as a minimum, the rate of wages, including fringe benefits and zone pay applicable to those occupations in which the work is being performed, as provided in the attached wage determinations. All Montana Prevailing Wage Rates are available on the Internet at: www.ourfactsyourfuture.org or by contacting the Research and Analysis Bureau at (800) 541-3904 or TOD (406) 444-0532. In addition, this publication provides general information concerning compliance with Montana's Prcvailing Wage Law and payment of prevailing wages. For detail cd compliance information relating to Public Works projects and payment of prevailing wage rates, please consult the Regulations on the Internct at: www.mtwagehourbopa.com or contact the Labor Standards Bureau at (406} 444-5600 or TDD (406) 444- 5549. Keith Kelly Commissioner Department of Labor and Industry State of Montana 2 Heavy Construction - Montana I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I TABLE OF CONTENTS MONTANA PREVAILING WAGE REQUIREMENTS: A. Date of Publication..... ............... ....... ........................... ............ 4 B. Definition of Heavy Construction........................................... 4 C. Definition of Public Works Projects......... ........ ......... ..............4 D. Prevailing Wage Schedul e.......................................................4 E. Fringe Benefits............................. ..... ....... .................... . . .........5 F. Apprentices................................. ...... ....................... . . ..............5 G. Posting Notice of Prevailing Wage................................. ........5 H. Employment Preference........ ....... ............................... . . ..... .....5 1. Rates to use for Proj ects.......... ................................ ...... ...........5 3 Heavy Construction - Montana I I I I I I I I I I I I I I I I I I I A. Date of Publication: March 10, 2006 B. Definition of Heavy Construction The Administrative Rules of Montana (ARM) 24.17.501 (4) - (4)(a), Public Works Contracts For Constmction Services Subject to Prevailing Rates, states that "Heavy constmction projects include, but are not limited to, those projects that are not properly classified as either 'building construction', or 'highway construction.' Heavy construction projects include, bm are not limited.to, antenna towers, bridges (major bridges designed for commercial navigation), breakwaters, caissons (other than building or highway), canals, channels, channel cut- offs, chemical complexes or facilities (other than buildings), cofferdams, coke ovens, dams, demolition (not incidental to construction), dikes, docks, drainage projects, dredging projects, electrification projects (outdoor), fish hatcheries, flood control projects, industrial incinerators (other than building), irrigation projects, jetties" kilns, land drainage (not incidental to other constmction), land leveling (not incidental to'otuet construction), land reclamation, levees, locks and waterways, oil refineries (other than buildings), pipe lines, ponds, pumping stations (prefabricated drop-in units ~ not buildings), railroad constmction, reservoirs, revetments, sewage collection and disposal lines, sewers (sanitary, storm, etc.), shoreline maintenance, ski tows, storage tanks, swimming pools (outdoor), subways (other than buildings), tipples, tunnels, unsheltered piers and wharves, viaducts (other than highway), water mains, waterway construction, water supply lines (not incidental to building), water and sewage treatment plants (other than buildings) and wells." Federal Davis-Bacon wage rates as published in U.S. Department of Labor General Wage Decision No. MT2003000 I Modification NO.14 have been adopted by the Montana Department of Labor and Industry for use in Heavy Construction projects and arc included in this publication. These rates apply statewide or as shown in MT20030001 Modification No. 14. C. Definition of Public Works Projects The Montana Codc Annotated (18-2-401 (11)( a)) defines "public works contract" as "a contract for construction services let by the statc, county, municipality, school district, or political subdivision or for nonconstruction services let by the state, county, municipality, or political subdivision is which the total cost of the contract is in excess of$25,000." D. Prevailing Wage Schedule This publication covers only Heavy Construction occupations and rates in the specific localities mentioned herein. These rates will remain in effect until superseded by a more current publication. Current prcvailing wage rates schedules for Building Construction, Highway Construction and Non-construction Scrvices occupations can be found on the Internet at www.ourfactsyourfuture.org or by contacting the Research and Analysis Bureau at (800) 541-3904 or TDD (406) 444-0532. E. Fringe Benefits Section 18-2-412 of the Montana Code Annotated states that: "( I )... a contractor or subcontractor may: 4 Heavy Construction - Montana (a) pay the amount of fringe benefits and the basic hourly rate of pay that is part of the standard prevailing rate of wages directly to the worker or employee in cash; (b) make an irrevocable contribution to a trustee or a third person pursuant to a fringe benefit fund, plan, or program that meets the requirements of the Employee Retirement lncome Seeurity Aet of 1974 or that is a bona fide program approved by the United States Department of Labor; or (c) make payments using any combination of methods set forth in subsections (1 )( a) and (1 )(b) so that the aggregate of payments and contributions is not less than the standard prevailing rate of wages, inciuciing fringe benefits for health and welfare and pension contributions that meet the requirements of the Employee Retirement Income Security Act of 1974, travel, or other bona fide programs approved by the United States Department of Labor, that is applicable to the district for the particular type of work being performed. (2) The fringe benefit fund, plan, or program described in subsection O)(b) must provide benefits to workers or employees for health care, pensions on retirement or death, life insurance, disability and sickness insurance, or bona fide programs that meet the requirements of the Employee Retirement Income Security Act of 1974 or that are approved by the United States Department of Labor." Fringe benefits are paid for all hours worked (straight time and overtime hours). However, fringe benefits arc not to be considered a part of the hourly rate of pay for calculating overtime, unless there is a collectively bargained agreement in effect that specifies otherwise. Employers arc obligated to pay the wage rates and fringes as listed in the booklet, including the zone hourly rate when applicable. For heavy and highway construction occupations, the vacation benefit amount is not included in the prevailing wage rate, unless stated otherwise. F. Apprentices Wage rates for apprentices registered in approved federal or state apprenticeship programs are contained in those programs. However, apprentices not registered in approved federal or state apprenticeship programs will be paid the prevailing wage rate when working on a public works contract. G, Posting Notice of Prevailing Wages Section 18-2-406, Montana Code Annotated, provides that contractors, subcontractors, and employers who are performing work or providing services under public works contracts as provided in this part shall post in a prominent and accessible site on the project or work area, not latcr than the first day of work, a legible statement of all wages to be paid to the employees on such site or work area. H, Employment Preference Sections 18-2-403 and 18-2-409, Montana Code Annotated require contractors to give preference to the employment of bona fide Montana residents in the performance of work on public works contracts. ], Rates to lJse for Projects Rates to be used on a public works project arc those that are in effect at the time the project and hid specifications arc advertised. 5 Heavy Construction. Montana I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I MONTANA STATEWIDE PREVAILING DAVIS-BACON Rates Effective: March 10. 2006 HEAVY CONSTRUCTION WAGE RATES General Wage Determinations Issued Under the Davis-Bacon and Related Acts State: Montana Construction Types: Hcavy Counties: Montana Statewide. 6 Heavy Construction - Montana I I I I I I I I I I I I I I I I I I I REA VY CONSTRlICTlON PRO.JECTS ZONE DEFINITIONS CARPENTERS, *CEMENT MASONS, LABORERS, POWER EQUIPMENT OPERATORS AND TRUCK DRIVERS Tbe .20ne [lOurl~' ratC:2 applicable tc' each proj set shall be determined by measuring the road miles over the shortest practical maintained route from the nearest County Court House of the following listed towns to the center of the job: BILLINGS, BOZEMAN, BUTTE, GREAT FALLS, HAVRE, HELENA, KALISPELL, LEWISTOWN, MILES CITY, MISSOULA Zone 1: 0 to 30 miles ~ Base Pay Zone 2: 30 to 60 miles - Base Pay + $2.95 Zone 3: Over 60 miles - Base Pay + $4.70 *CEMENT MASONS ZONES: The above cities plus DILLON, GLASGOW, GLENDIVE, SIDNEY Modi fi cation Number o 1 2 Publication Date 06/13/2003 11/0712003 11/28/2003 01/23/2004 03/05/2004 04/09/2004 05/07/2004 09/10/2004 10/08/2004 04/01/2005 04/08/2005 04/22/2005 OS/27/2005 06/24/2005 09/09/2005 3 4 5 6 7 8 9 10 11 12 13 14 7 Heavy Construction - Montana Carpenters: (Zone 1) Carpenter & Pilebuck.... ....$ 19.60 Millwright. . . . . . . . . _ . . . . . . . . . . . $ 21.60 7.80 7.80 I, I I I I I I I I I I I I I I I I I I * CARP0028-002 06/01/2005 Rates Fringes ---~------~~~----~~~------~~~~-------~------~--~--------~~~----- Cp.RPO 0::' 8 - (104 0 r5;' 01':::: 0 (I 4 Rates Fringes Diver Tender. ........ ...... ....$ 27.30 Diver. . . . . . . . . . . . . . . . . . . . . . . . . . $ 57.50 7.45 7.45 ---~-------~--------------------------------------------~------- ELEC0044-001.06/01/2002 Beaverhead,' Big Horn, Blaine, Broadwater, Carbon, Carter, Cascade, Chouteau, Custer, Daniels, Dawson, Deer Lodge, Fallon, Fergus, Gallatin, Garfield, Glacier, Golden Valley, Granite, Hill, Jefferson, Judith, Basin, Lewis And Clark, Liberty, Madison, McCone, Meagher, Mineral, Missoula, Musselshell, Park, Petroleum, Phillips, Pondera, Powder River, Powell, Prairie, Ravalli, Richland, Roosevelt, Rosebud, Sheridan, Silver Bow, Stillwater, Sweet Grass, Teton, Toole, Treasure, Valley, Wheatland, Wibaux, And Yellowstone Counties Rates Fringes Line Construction (1) Lineman................. $ 25.79 (2) Equipment Operator.... ..$ 20.63 (3) Experienced Groundman. ..$ 16.76 4.25%+6.71 4.25%+6.34 4.2596+6.07 -~~----~~-------~--------~~-------~~---------------~--------~~~~ ELEC0233-001 06/01/2004 Blaine, Broadwater, Cascade, Chouteau, Fergus, Glacier, Hill, Judith Basin, Lewis & Clark, Liberty, Meagher, Petroleum, Phillips, Pondera, Teton, Valley, and Wheatland Counties Rates Fringes Electrician.._............... _.$ 23.26 3%+8.04 ---~------~------------------------------------------~---------- 8 Heavy Construction - Montana I I I I I I I I I I I I I I I I I I I' EL2C0233-002 06/01/2004 Beaverhead, Deer Lodge, Granite, Jefferson, Madison, Powell, And Silver Bow Counties Rates Fringes Electrician................ _...$ 23.25 390+8.49 * ELEC0532-001 06/01;2005 Gallatin, Park, And Sweet Grass Counties Rates Fringes Electrician......,.............$ 22.94 4.2506+8.00 ELEC0532-003 06/01/2004 Big Horn, Carbon, Carter, Custer, Daniels, Dawson, Fallon, Garfield, Golden Valley, McCone, Musselshell, Powder River, Prairie, Richland, Roosevelt, Rosebud, Sheridan, Stillwater, Treasure, Wibaux And Yellowstone Counties Rates Fringes Electrician........... .._ _ _.. _.$ 24.08 4.25%+8.64 ELEC0768-001 03/01/2005 Flathead, Lake, Lincoln, Mineral, Missoula, Ravalli, And Sanders Counties Rates Fringes Electrician....................$ 25.20 9.16 9 Heavy Construction. Montana ~jl~ ELEC0768-003 04/01/2005 I I Flathead, Lake, And Lincoln Counties Line Construction (1) Cable Splicer...........$ 30.39 (~,l Lineman.................$ ~"7.97 (3) Groundman..... _ _ . . . . . . . . $ 17.47 (4) Line Equipment Operator.$ 21.67 (5) Pole Sprayer............$ 22.57 (6) Tree Trimrner............$ 23.42 (7') Utility Locator.........$ 15.40 10.76 1 Ci _ 5 ~, 9.92 10.2.2 I I I Rates Fringes 10.28 10.35 9.78 I I I I I I I I I I I I I I ---~------~-~------~~~----------------~----------------~-~--~~~~ ENGI0400-001' 05/01/2005 Rates Fringes Power Equipment Operator (Zone 1) Group 1. _ _ . . . . . . . . _ _ . . . _ . . . . $ Group 2 _ . . . . . . . . _ . _ _ . . . . . . . . $ Group 3.. _ _ . . . . . . . . _ . _ _ _ _ . . . $ Group 4.......... _ _ . _ _ _ . . . . . $ Group 5..................... $ Group 6.... _ . . . . . _ . _ . . _ _ . . . . $ Group 7... _ . . . . . . . . . . . _ . . . . . $ 20.62 7.55 21. 09 7.55 21. 49 7.55 22.15 7.55 22.65 7.55 ::::3.75 7.55 24.25 7.55 POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: Air Compressor; Auto Fine Grader; Belt Finishing Machine; Boring Machine, small; Cement Silo; Crane, A-Frame Truck Crane; Crusher Conveyor; DW-I0, 15, and 20 Tractor Roller; Farm Tractor; Forklift; Form Grader; Front-end Loader under 1 cu yd; Heavy Duty Drills; Herman Nelson Heater; Mulching Machine; Oiler, all except Cranes. & Shovels; Pumpman. GROUP 2: Air Doctor; Backhoe/Excavator/Shovel to and including 3 cu yd; Bit Grinder; Bituminous Paving Travel Plant; Boring Machine, large; Broom, self-propelled; Concrete Travel Batcher; Concrete Float & Spreader; Concrete Bucket Dispatcher; Concrete Finish Machine; Concrete Conveyor; Distributor; Dozer, Rubber- Tired, Push & Side Boom; Elevating Grader/Gradall; Field Equipment Serviceman; Front-end Loader 1 cu yd to including 5 cu yd; Grade Setter; Heavy Duty Drills, all types; Hoist/Tugger, 10 Heavy Construction - Montana I I I I I I I I I I I I I I I I I I I all; Hydralif~ & similar; Industrial Locomotive; Motor Patrol, except Flnish; Mountain Skidder; Oiler - Cranes & Shovels; Pavemen~ Breaker, EMSCO; Power Saw, self-propelled; Pugmill; Pumpcrete/Grout Machine; Punch Truck; Roller, other than Asphalt; Roller, Sheepsfoot, self- propelled; Roller, 25 tons and over; Ross Carrier; Rotomill under 6 ft; Trenching Machine; Washing/Screening Plant. GROUP 3: Asphalt Paving Machine; Asphalt Screed; Backhoe/Excavator/Shovel over 3 cu yd; Cableway Highline; Concrete Batch Plant; Concrete Curing Machine; Concrete Pump; Cranes, Creter; Cranes, Electric Overhead; Cranes, 24 tons and under; Curb Machine/Slip Form Paver; Finish Dozer; Front-end Loader over 5 cu yd; Mechanic/Welder; Pioneer Dozer; Roller, Asphalt (Breakdown & Finish); Rotomill, over 6 ft; Scraper, single, twin, or pulling Belly Dump; Yo-Yo Cat. GROUP 4: Asphalt/Hot Plant Operator; Cranes, 25 tons to 44 tons; Crusher Operator; Finish Motor Patrol; Finish Scraper. GROUP 5: Cranes, 45 tons to including 74 tons; Crane, Tower, all. GROUP 6: Cranes, 75 tons to including 149 tons; Crane, Whirley, all. GROUP 7: Cranes, 150 tons to including 250 tons (add $1.00 for every 100 tons over 250 tons); Crane, Stiff-Leg or Derrick; Helicopter Hoist. IRON0841-002 07/01/2003 Remaining Counties Rates Fringes Ironworker. . . . . . . . . . . . . . . . . . . . . $ 19.20 12.51 11 Heavy Construction - Montana " Grour: ~ ~ '-j . . . . . . . . . . . . . . . . . . . . . <' 14.52 17.34 17.48 l('. ':::0 5.50 5.50 5.50 ='. SO I I I I I I I I I I I LAB00098-001 05/01/2004 Rates Fringes Laborers: (Zone 1) Group 1..................... $ Group 2.. . . . . . . . . . . . . . . . . . . . $ Group 3.. . . . . . . . . . . . . . . . . . . . $ LABORERS CLASSIFICATIONS GROUP 1: Flagperson GROUP 2: All General Labor work; Burning Bar; Bucket man; Carpenter Tender; Caisson Worker;_ Cement Mason Tender; Cement Handler (dry); Chuck Tender; Choker Setter; Concrete worker; Curb Machine-Lay Down; Crusher and Batch worker; Fence Erector; Form Setter; Form Stripper; Heater Tender; Landscaper; Pipe Wrapper; Pot Tender; Powderman Tender; Rail and Truck Loaders and Unloaders; Riprapper; Sealants for concrete and other materials; Sign Erection, Guard Rail and Jersey Rail; Stake Jumper; Spike Driver; Signalman; Tail Haseman; Tool Checker and Houseman; Traffic Control worker. GROUP 3: Concrete Vibrator; Dumpman (Grademan); Equipment Handler; Geotextile and Liners; High-Pressure Nozzleman; Jackhammer (Pavement Breaker); Laser Equipment; Non-Riding Rollers; Pipelayer; Posthole Digger (Power); Power Driven Wheelbarrow; Rigger; Sandblaster; Sod Cutter-Power; Tampers; Creosote Handler 12 Heavy Construction - Montana I I I I I I I I GROUP 4: Asphalt Raker; Asbestos Laborer; Cutting Torch; Grade Setter; Hazmat Worker; High- Scaler; Power Saws (Faller & Concrete); Powderman ($1.00 per hour above Group 4 rate); Rock & Core Drill; Tank/Vessel Cleaner; Track or Truck mounted Wagon Drill; Welder including Air Arc -~--~~----~~---~-----~~---------------~-------~~-------~~------- I I I I I I I I I I I I I I I I I I I PAIN0260-001 07!OI/~002 Blaine, Broadwater, Cascade, Chouteau, Daniels, Fergus, Garfield, Glacier, Granite (South Of A Line Running East & West Through The Southern City Limits Of Phillipsburg), Hill, Jefferson, Judith Basin, Lewis And Clark, Liberty, McCone, Meagher, Petroleum, Phillips, Pondera, Powell (South Of A Line Running East & West Through The Southern City Limits Of Helmsville), Richland, Roosevelt, Sheridan, Teton, Toole, Valley, And Wheatland Counties Rates Fringes Painter. . . . . . . . . . . . . . . . . . . . . . . . $ 13.85 1"0+3.45 PAIN0260-002 07/01/2002 Flathead, Granite (North Of A Line Running East & West Through The Southern City Limits Of Phillipsburg), Lake, Lincoln, Mineral, Missoula, Powell (North Of A Line Running East & West Through The Southern City Limits Of Helmsville), Ravalli, And Sanders Counties Rates Fringes Painte::::-. . . . . . . . . . . . . . . .. . . . . . .. $ 16.85 Po+3.45 PAIN19=2-001 06/01/2001 Beaverhead, Big Horn, Carbon, Carter, Custer, Dawson, Deer Lodge, Fallon, Gallatin, Golden Valley, Jefferson, Madison, Musselshell, Park, Powder River, Prairie, Rosebud, Silver Bow, Stillwater, Sweet Grass, Treasure, Wibaux, And Yellowstone Counties Rates Fringes Painter (Industrial, includes industrial plants, tanks, pipes, bridges)................$ 17.80 .7.63 13 Heavy Construction - Montana :;;r . "'""-'1""'~'~1'~~~'" ..- .._,.."., ..."., I PLAS0119-001 05/01/2005 I Statewide (except Deer Lodge, Jefferson, Powell, and Silver Bow Counties) I Rates Fringes I Cement Masons: (Zone 1) ArEca 1.... _ . . . . . . . . . . . . . . . . .~, 17. 71 6;.:20 I Area 2...................... $ 18.82 6.20 AREA 1: Statewide (except Deer Lodge, Jefferson, Powell, and Silver Bow Counties) AREA 2: Deer Lodge, Jefferson, Powell, And Silver Bow Counties I I -~~~--------~~~-----------~~~----~----------------~--~~---~~---- PLUM0030-003 09/01/2004 I Bighorn, Blaine, Carbon, Carter, Cascade, Chouteau, Custer, Daniels, Dawson, Fallon, Fergus, Garfield, Glacier, Golden Valley, Hill, Judith Basin, Liberty, McCone, Meagher, Musselshell, Petroleum, Phillips, Pondera, Powder River, Prairie. Richland, Roosevelt, Rosebud, Sheridan, Stillwater, Teton, Toole, Treasure, Valley, Wheatland, Wibaux And Yellowstone Counties I I Rates Fringes I PI umbe r . . . . . . . . . . . . . . . . . . . . . . . . $ ~ 4 . 50 Industrial - Power Generating Plants........... $ 26.85 10.65 10.65 I ---~~------------~----------------------~---------------~~-~~-~~. * PLUM0041-001 07/01/2005 I Beaverhead, Broadwater, Deer Lodge, Gallatin, Granite, Jefferson, Lewis And Clark, Madison, Park, Powell, Silver Bow, And Sweet Grass Counties I Rates Fringes I Plumber. . . . . . . . . . . . . . . . . . . . . . . . $ 24.70 9.55 ---~----------~-~----------~-~~~~~~-~-----------~--~-~~-~-~----_. I I 14 Heavy Construction. Montana I I I I I I I I I I I I I I I I I I I I I PLUM0459-001 05/01/2004 Flathead, Glacier, Lake, Lincoln, Mineral, Missoula, Ravalli, And Sanders Rates Fringes Plumber. . . . . . . . . . . . . . . . . . . . . . . . $ :::: 3 . 41 9.30 TEAM0002-001 06/01/2003 Rates Fringes Truck drivers: (Zone 1) Group 1. _ . . . . . . . . . . . . . . . . . . . $ 13.31 Group :::: _ . . . . _ _ . . . . . . . . _ _ . . . . $ 17.34 5.31 5.31 TRUCK DRIVERS CLASSIFICATIONS: GROUP 1: pilot Car G:R.OUP ::::: lal Combination Trucks and Concrete Mixers; [Jistributor Driver; All Dry Batcb Trucks; Dumpman, Gravel Spreader Be:: Operator~; All Dump Trucks and simi lar equipment including DW 20, OW 21, or Euclid Tractor; Dumpscers; Flat Trucks; Servicemen; Lowboys, Four-Wheel Trailers; Float Semi-Trailer; Lumber Carriers, Lift Trucks & Fork Lifts; Pick-up Driver hauling material; Powder Truck (Bulk Unloader type); Power Boom; Service Truck Dirvers, Fuel Truck Drivers, Tiremen; All Water Tank Drivers; Petroleum Products Drivers; Trucks with Power Equipment such as Winch, A-Frame Truck, Crane, Hydralift, Gout~Crete Truck, and Combination Mulching, Seeding & Fertilizing Truck; Truck Mechanic WELDERS - Receive rate prescribed for craft performing operation to whicb 0elding is incidental. -------~------~--~------------------------------------~--~------ --~-~~--~-~~~~-~--~~~~------------~-~~-~--~-------~~-~-~~~-~~--- Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses ( 2 9 C FR 5. 5 ( a ) (1 ) ( i i) ) . 15 Heavy Construction - Montana ",. I In the listing above, the "su" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. I I ~--~---~~~----~----~-~----~-~----~~~----~-~~~~-----------~~-~~-- --------~---------~~-------------~----------~---------------~--- I END OF GENERP~ DECISION I I I I I I I I I I I I I 16 Heavy Construction - Montana I I I I I I I I I I I I I I I I I I I I I SPECIAL PROVISIONS I I I I I I I I I I I I I I I I I I I SPECIAL PROVISIONS SPt. GENERAL The Technical Specifications are comprised of specifications from the Montana Public Works Standard Specifications, (hereinafter referred to as the Standard Specifications), addendums to the Standard Specifications (included at the beginning of each section where applicable), and specifications developed by the Engineer. The section used from the Standard Specifications is 02221 and the Associated Standard Drawing. These Special Provisions shall serve to supplement and/or addend the Technical Specifications. The stipulations indicated in these Special Provisions shall supersede all other sections of the Plans and Specifications. SP2. UNSCHEDULED EMPLOYMENT OF THE ENGINEER Damages for the unscheduled employment of the Engineer and/or Inspector will be assessed against the Contractor necessitated by (1) the Contractor working beyond the specified contract time: (2) the Contractor working more than 8 hours per day, (or 40 hours per week if four ten hour shifts are run) or on Saturdays, Sundays, and Federal Holidays: (3) the Contractor utilizing material, supplies, or equipment that requires the redesign of the project; (4) the Contractor destroying or disturbing baselines benchmarks or reference stakes; and (5) the failure of the Contractor to maintain acceptable as-built records. Damages for the unscheduled employment of the Engineer and/or Inspector shall be determined based on the following hourly rates: Project Manager Project Engineer Inspector CI eri cal Mileage Nuclear Densometer Strai2ht Time $11O.00/Hour $76.00/Hour $74.00/Hour $45.00/Hour $ 0.60/Mile $75.00/Day The rates listed herein are subject to changes on January 1 st of each year. Out of pocket expenses for materials, equipment, supplies, transportation, and subsistence shall be billed at cost plus ten percent. Damages for unscheduled employment ofthe Engineer and/or Inspector shall be deducted from monthly progress payments and the final payment as the damages are incurred. Damages for unscheduled employment of the Engineer are independent from liquidated damages for delay as described in the agreement. SP3. DRA WINGS The Engineer has located, to the best of his knowledge, all major objects that may influence construction and has indicated them on the Drawings for bidding purposes only. Because of scale, Special Provisions I possible additions, subsurface uncertainties, etc., the Contractor shall be responsible for verifYing in the field the exact locations of objects that may influence his construction operations. The Engineer and Owner shall in no way be held responsible for objects not located exactly as shown on the Draw- ings or for objects installed subsequent to preparation of the Drawings. SP4. SAFETY The Contractor shall be responsible for identifYing and meeting all safety standards that are applicable to this project. The Contractor shall hold harmless the Owner and the Engineer from any claims made as a result of the Contractor's responsibilities in this regard. SP5. SERVICE REQUIREMENTS The Contractor shall maintain service of the existing service connections throughout construction, except as provided in the following. The existing service connections may be taken out of service one time for a period of up to 8 hours for installation to the new sewer services. Water service shall not be interrupted except as approved by the Engineer. The Contractor shall be responsible for any damage that occurs to the Owner and/or customers on the system due to interruption of service. No additional compensation shall be allowed for installation of any measures required to continue service. These costs shall be distributed within appropriate Bid Items in the contract. SP6. DEWATERING The Contractor shall be solely responsible for any dewatering operations that may be necessary to adequately remove water such that the pipes and accessories can be installed properly as specified. The Contractor shall be responsible for conveyance and disposal of water to surface watercourses. The Contractor shall make arrangements for infiingements across private property and shall obtain and adhere to any necessary discharge permits from the Montana DEQ. SP7. FIELD OFFICES The Contractor shall maintain a suitable office at the site, which shall serve as headquarters for his superintendent. All communications, drawings, instructions, and other articles will be delivered to the Contractor's field office or to the Contractor's main office as appropriate. Communications delivered to either location shall be deemed to have been delivered to the Contractor. The Contractor shall maintain copies of record drawings, specifications, shop drawings, submittals, and all communications pertinent to the performance of the work at the field office and available for use at all times. The contractor does not need to provide a field office for the Engineer. The Contractor shall be responsible for providing a cellular telephone for the inspector. The cellular phone shall have good reception at the landfill site. The Contractor will be responsible for all phone bills incurred on the inspector's telephone up to a maximum of 800 minutes per month. The Engineer will be responsible for extra costs associated with exceeding 800 minutes/month maximum. Special Provisions 2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SP8. SELECT ENGINEERING MATERIAL, GRA VEL, BEDDING, WATER SOURCES, AND HAUL ROADS The Contractor shall be responsible for locating, developing, and reclaiming select engineering material, bedding, water, etc. sources for this project and for all royalties and costs associated therewith. The Contractor shall be fully responsible for constructing, maintaining and repairing all roads used for hauling materials to or from the project. Existing roads will be repaired to their original condition at the end of the project. SP9. TESTING Complete testing of all components of the project shall be required to the satisfaction of the Owner and the Engineer. All defects and performance problems revealed by the testing shall be remedied to the satisfaction of the Engineer by the Contractor at no additional expense to the Owner. The Engineer will conduct the tests listed below at no cost to the Contractor, except for retests. Should the materials fail to meet the test specified, the Contractor shall pay the costs of all retests conducted by the Engineer, or the Contractor may elect to have a certified testing laboratory conduct retests at the Contractor's expense. The following tests shall be conducted by the Engineer at no cost to the Contractor except for retests as stipulated above: a) Provide in-place density testing for subgrades, embankments, trench backfill, and engineered fill placement. The Contractor shall conduct and pay for the following tests: a) Gradations for gravels, bedding, and base materials as specified b) Proctors for different materials and gravels used for backfill and embankment c) Leak testing the sewer mains and manholes d) Pressure testing the forcemain e) Alignment testing the piping f) Re-testing of failed tests that were conducted by the Engineer g) Marshall tests for bituminous asphalt concrete h) Other tests as outlined in the Technical Specifications All tests which are the responsibility of the Contractor shall be conducted by an approved testing laboratory or individual. Acceptance or rejection of materials will generally be determined from tests made in-place in the field. The engineer will conduct moisture and density testing on-site. The Contractor shall utilize a certified laboratory to provide all proctor testing needed for the various backfill and embankment materials to be used. Embankment shall be constructed in accordance with Sections 02335 and 02320 of the Technical Specifications and Section 02221 of the Montana Public Works Specifi cations. Density and moisture testing shall be completed according to the minimum standards shown in the table that follows: Special Provisions 3 Item Compaction Standard Siteworks Items Class A and B Utility Trench See Section 02221 MPW Backfill Specs Structural Items structural Subgrade Structural Embankment 97% of Std Proctor 97% of Std Proctor SPIO. FORCEMAIN Perform hydrostatic and leakage testing in accordance with A WW A C600. Once the pipe is laid and backfilled, test for at least 2 hours, all newly laid pipe, or any valved section, to a hydrostatic pressure of at least 1.5 times the normal operating pressure at the lowest test point or 1.25 times the normal operating pressure at the highest point along the test section. Slowly fill the pipe with water, purging all air, and apply the test pressure using a pump hooked up so that the pressure and leakage can be measured. Furnish the pump connections, gauges, stops, and all necessary apparatus for testing. Disassemble and reassemble all joints showing leakage after thorough cleaning. Remove and replace all cracked or defective pipes or fittings discovered during the pressure test with sound material and repeat the test. Conduct the leakage test concurrently with the pressure test for 2 hours. Leakage is defined as the quantity of water supplied into the pipe, or any valved section thereof, necessary to maintain pressure within 5 PSI of the pressure test after the pipe has been filled with water and purged of air. The pipe installation will be rejected ifthe leakage exceeds that determined by the following formula. L= SD(P) Y2 133,200 In which L equals the allowable leakage in gallons per hour; S is the length of pipe tested, in feet; D is the nominal diameter of the pipe, in inches; and P is the average test pressure during the leakage test, in pounds per square inch gauge. Should any test of pipe laid disclose leakage exceeding that specified above, locate and repair the defective joints until the leakage is within the specified allowance. Conduct the pressure and leakage tests with the Engineer present. When testing against closed metal-seated valves, an additional leakage per closed valve of 0.0078 gallons per hour per inch of nominal valve size is allowed. Repair all visible leaks regardless of the amount of leakage. Special Provisions 4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SPI1. PERMITS The Contractor is responsible for obtaining and paying permit fess for all other permits from local, state, and federal jurisdictions required to complete the project. SPI2. CONSTRUCTION STAKING The Engineer shall provide the following staking consisting of stakes or hubs. · Vertical Control - Vertical control will be provided by a benchmark on the site. · Piping - Horizontal control will be given at each change in horizontal alignment, pipe termination, structure, and each fitting. · Structures and Manholes - Horizontal control will be given at the centerline of each new structure and manhole. The Contractor will provide all additional staking and offsets necessary for vertical and horizontal control such that the project may be completed in accordance with the plans and specifications. SP13. TOLERANCES Unless otherwise specified, the Contractor shall construct all earthwork within a tolerance of ,:ttwo inches in the vertical direction and one foot in the horizontal direction. All piping shall be within a tolerance::!:: 1/2 inch in the vertical direction and one foot in the horizontal direction. Structures shall be within a tolerance of::!:: 1/2 inch in the vertical and horizontal direction. SPI4. LANDSCAPED AREAS The Contractor shall repair any landscaped or vegetated areas that has been scarred or destroyed during construction to an equal or better condition than that prior to the start of construction. This shall include removing, replacing, and grading topsoil. All landscaped and/or grass areas disturbed during the construction process shall be replaced with a minimum of 6" of topsoil. The contractor shall be responsible for providing topsoil and reseeding all areas, private or public, unless otherwise indicated. No additional payment will be allowed the Contractor for this work. See the Measurement and Payment Section of the General Requirements for more information. SPI5. GRAVEL ROAD AND SURFACING RESTORATION Resurfacing of paved areas comprises of reconstructing the pavement surface to preconstruction condition and grade. At a minimum, the reconstruction shall meet the requirement shown in the plans. Where trench settling occurs within the one-year warranty period, the Contractor will be required to restore the area to its preconstruction elevation unless otherwise detennined by the Engineer. This work may include importing road gravel and topsoil, compaction, grading and Special Provisions 5 seeding. No additional payment will be allowed the Contractor for this work. See the Measurement and Payment section of the General Requirements for more information. SP16. ROPERTY PINS/R.O.W. MONUMENTS The Contractor shall take caution to protect and preserve existing survey corners, property pins and highway right of way monuments. The Contractor shall retain a license land surveyor, at his own expense, to replace any survey corners, property pins and highway right of way monuments that may be removed or damaged during construction. Although the Engineer has attempted to locate to the best of his knowledge all such pins and monuments, the Contractor shall have the ultimate responsibility to locate, recognize and preserve all of these that are encountered. SPI7. EASEMENTS The Contractor shall conduct his operations such that all work is performed on the City of Bozeman's property. The Contractor shall obtain written permission from the surrounding landowners prior to conducting any operations off city property. The Contractor shall take care to protect, preserve and/or replace objects and structures encountered within the confines of the easements and all disturbed areas must be restored to the original condition unless otherwise dictated in these specifications. SPI8. INTENT The intent of the plans and specifications is to provide for a complete project. No separate payment will be made for items not specifically called out in the Bid Form. Any such work shall be incidental to other items of work and shall be included in the prices bid for related items of work. SP19. UNDERGROUND UTILITIES As shown by the Drawings, underground utilities may be in conflict with certain areas of the project. The Contractor may have to expose the lines and stake them out of the trench while installing pipelines in these areas, or coordinate the line relocation prior to construction. Utility locations are based on the best available information which has been provided to or discovered by the Engineer. There is no guarantee as to the accuracy and completeness thereof is expressly disclaimed. The Contractor shall coordinate his work with all utility companies that may be affected by the project. The Contractor will also coordinate with the utilities to relocate existing utilities, if necessary, to install the new underground piping. The Contractor will pay for any charges of the utility companies to relocate existing utilities. The Contractor shall be solely responsible for any damage to underground utilities due to his operations. The Contractor shall work closely with the utilities to ensure their criteria are met and no problems result. No separate payment will be made for this work and the Contractor shall figure the cost of such work into other applicable bid items. The Contractor shall also check with the Utilities Underground Location Center (1-800-424-5555) at least 48 hours in advance so that all utilities are located prior to digging. Special Provisions 6 I I I I I I I I I I I I I I I I I I I I I I I I DIVISION 1 I I GENERAL REQUIREMENTS I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SECTION 01100 SUMMARY P ART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and Special Provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 WORK COVERED BY CONTRACT DOCUMENTS A. Project Identification: City of Bozeman Landfill Sewer Service Improvements Project 1. Project Location: Bozeman Landfill, Montana 2. Owner: City of Bozeman, Montana B. Engineer Identification: The Contract Documents, dated May 2007, were prepared for the Project by Great West Engineering, PO Box 4817, 2030 11th Avenue, Suite 11, Helena MT 59604. C. The Work consists of installing a 6" gravity line, a sewage grinder pump, and service line via a pressure service and 4" gravity service to connect to the City of Bozeman wastewater collection system. 1.3 CONTRACTS A. Project will be constructed under a general construction contract. 1.4 USE OF PREMISES A. General: Contractor shall have full use of premises for construction operations, including use of Project site, during construction period. Contractor's use of premises is limited only by Owner's right to perform work or to retain other contractors on portions of Project. B. General: Contractor shall confine his operations to the Owner's property as detailed in the Plans. Materials and equipment may be stored on the project site at locations approved by the Owner. It shall be understood that the responsibility for protection and safekeeping of equipment and materials on or near the site will be entirely that of the Contractor and that no claim shall be made against the Owner by reason of any act of an employee or trespasser. The Contractor shall provide written pennission from the Summary 01100-1 landowner ifhe wishes to store equipment or materials on private property. C. The Contractor shall coordinate his work in such a manner as to not interfere with Owner's operation of the landfill. 1.5 SPECIFICATION FORMATS AND CONVENTIONS A. Specification Format: The Specifications are organized into Divisions and Sections using the 16-division format and CSI/CSC's "MasterFormat" numbering system. 1. Section Identification: The Specifications use section numbers and titles to help cross-referencing in the Contract Documents. Sections in the Project Manual are in numeric sequence; however, the sequence is incomplete. Consult the table of contents at the beginning of the Project Manual to determine numbers and names of sections in the Contract Documents. B. Specifications Content: The Specifications use certain conventions for the style of language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows: 1. Abbreviated Language: Language used in th.e Specifications and other Contract Documents is abbreviated. Words and meanings shall be interpreted as appropriate. Words implied, but not stated, shall be inferred as the sense requires. Singular words shall be interpreted as plural, and plural words shall be interpreted as singular where applicable as the context of the Contract Documents indicates. 2. Imperative mood and streamlined language are generally used in the Specifications. Requirements expressed in the imperative mood are to be performed by Contractor. Occasionally, the indicative or subjunctive mood may be used in the Section text for clarity to describe responsibilities that must be fulfilled indirectly by Contractor or by others when so noted. a. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where'a colon (:) is used within a sentence or phrase. 1.6 MISCELLANEOUS PROVISIONS PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01100 Summary 01100-2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SECTION 01250 CONTRACT MODIFICATION PROCEDURES PARJ 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and Special Provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements for handling and processing Contract modifications. B. Related Sections include the following: 1. Division 1 Section "Measurement and Payment" for administrative requirements. 2. Division 1 Section "Product Requirements" for administrative procedures for handling requests for substitutions made after Contract award. 1.3 V ARIA TlONS IN WORK A. Engineer will issue a Field Order authorizing variations In Work, not involving adjustment to the Contract Sum or the Contract Time. 1.4 PROPOSAL REQUESTS A. Owner-Initiated Proposal Requests: Engineer 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. Proposal Requests issued by Engineer 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 Proposal Request after receipt of Proposal Request, submit a quotation estimating cost adjustments to the Contract Sum and the Contract Time necessary to execute the change. a. Include a list of 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. Contract Modification Procedures 01250-1 1.5 1.6 b. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. c. Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension of the Contract Time. B. Contractor-Initiated Proposals: If latent or unforeseen conditions require modifications to the Contract, Contractor may propose changes by submitting a request for a change to Engineer. 1. Include 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. 2. Include a list of 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. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade discounts. 4. Include an updated Contractor's Construction Schedule that indicates the effect of the change, including, but not limited to, changes in activity duration, start and finish times, and activity relationship. Use available total float before requesting an extension ofthe Contract Time. 5. Comply with requirements in Division 1 Section "Product Requirements" if the proposed change requires substitution of one product or system for product or system specified. CHANGE ORDER PROCEDURES A. On Owner's approval of a Proposal Request, Engineer will issue a Change Order for signatures of Owner and Contractor on EJCDC Form 1910-8-B. WORK CHANGE DIRECTIVE A. Work Change Directive: Engineer may issue a Work Change Directive on EJCDC Document No. C-940 Work Change Directive instructs Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. 1. Work Change Directive contains a complete description of change in the Work. It also designates method to be followed to determine 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 Work Change Directive. Contract Modification Procedures 01250-2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1. After completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the Contract. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01250 Contract Modification Procedures 01250-3 I I I I I I I I I I I I I I I I I I I SECTION 01275 MEASUREMENT AND PAYMENT PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and Special Provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for measurement and payment. 1.3 DEFINITIONS A. Unit price is an amount proposed by bidders, stated on the Bid Form, as a price per unit of measurement for materials or services added to or deducted from the Contract Sum by appropriate modification, if estimated quantities of Work required by the Contract Documents are increased or decreased. 1.4 PROCEDURES A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, overhead, and profit. B. Measurement and Payment: The Measurement and Payment sections do not necessarily name all incidental items required to complete the work. The cost of all such incidentals shall be included in the various related items of work. All estimated quantities stipulated in the Bid Forms or other Contract Documents are approximate and are to be used only as a basis for estimating the probable cost of the work and for the purpose of comparing the proposals submitted for the work. It is understood and agreed that the actual amounts of work performed and materials furnished under unit price items may differ from such estimated quantities and the payment for such work and materials shall be based on the actual amount of work done and materials furnished in each case. C. Engineer will determine the actual quantities and classifications of Unit Price Work performed by the Contractor. Measurement and Payment 01275-1 D. List of Bid Items: A list of unit Bid Items is included at the end of this Section. Specification Sections referenced in the schedule contain requirements for materials described under each Bid Item. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 LIST OF BID ITEMS A. Bid Item No.1 - MOBILIZATION: 1. Description: This item shall cover the costs of preparatory work and operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies and incidentals to the project site; for the establishment of all facilities necessary for the work on the project; for the costs of obtaining the required permits, bonds, and insurance; providing and installing project sign and permanent project sign; final clean up; and for all other work and operations which must be performed, or costs incurred prior to beginning work on the various items on the project. This bid item shall not exceed 10% of the total bid amount. 2. Unit of Measurement: Lump Sum 3. Measurement: When the percentage of the original contract amount for each unit shown below is earned, the percentage of the Contract Lump Sum price for MOBILIZATION shown below will be paid. Percentage of Original Contract Amount In-Place Percentage of Lump Sum Price for Mobilization Earned 5 20 10 50 25 60 65 75 90 90 100* 100 * Final inspection complete and permanent project sign in place. 4. Payment: Payment for MOBILIZATION will be made on the percentage of the contract unit price bid per lump sum as indicated in the Bid Form. B. No Bid Item - TRENCH EXCAVATION AND BACKFILL: 1. Description: This item shall meet the requirements of Section 02221, 02730, and, 02925 and Standard Drawings 02221-1 and 02221-2 of the Specifications. Care Measurement and Payment 01275-2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I must be taken so that no damage to existing facilities results from soil sloughing, over-excavation, or other causes. Type A backfill will be used for all forcemain excavations and excavations located within paved areas and the fill beneath the 6" gravity sewer service. Type B backfill shall be used for all other excavations on the project. A minimum of four inches (4") of bedding material under the pipe and bedding around and to a point six inches (6") above the pipe will be required. Where wet or unstable sub grades are encountered, Type I pipe bedding shall be free draining, non-plastic and free of fines. All stones found in the trench shall be removed for a depth of at least four inches below the bottom of the pipe. If Type 2 bedding is required, extra payment for Type 2 pipe bedding will not be allowed. The Contractor shall supply, at his cost, a sufficient amount to adequately support the pipe as directed by the Engineer. Where trench settlement occurs within the one-year warranty period, the Contractor shall be required to return to the site to complete surface restoration. 2. Work Requirements: Work required under this section shall include, but not be limited to the following: a. Clearing and grubbing; b. Stripping and replacing topsoil; c. Reseeding disturbed areas; d. Excavating for trenches and appurtenances; e. Dewatering and conveying water away from the project site; f. Sheeting, shoring, bracing, shielding, and all other trench support necessary; g. Type 1 and 2 bedding material; h. Supplying proctors for backfilling (number to be determined in field by changes in soil conditions); 1. Compacted backfill, Type A and Type B; J. Disposal of excess spoil; k. Final grading, cleanup, and landscaping; 1. All gradation and compaction tests as specified herein; m. Hauling backfill and spoil in and out of areas with no storage space for the spoil; n. Removing and replacing signs, posts, barricades, fences, culverts, sidewalks, etc.; o. Pit run gravel surfacing of alleys and streets where excavations are conducted; p. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified; q. Removing and disposing of existing piping as necessary to install new plpmg. 3. Unit of Measurement: NONE 4. Measurement: NO MEASUREMENT will be made for this item. Costs for this item shall be included in the cost of the piping, structures, etc. Measurement and Payment 01275-3 5. Payment: NO PAYMENT will be made for this item. Costs for this item shall be included in the cost of the piping, structures, etc. I I I I I I I I I I I I I I I I I I I C. Bid Item No.2 -1 1/4" HOPE DR 7 SEWER SERVICE: 1. Description: This item shall meet the requirements of Sections 02221, 02320, and 02730 of the Specifications. The sewer service pipe shall be installed as indicated on the drawings. The pipe shall be 1 1/4" HDPE DR7. 2. Work required under this section shall include but not be limited to the following: a. Connecting to new grinder unit and new traffic rated service cleanout; b. Traffic control; c. Excavation and backfill; d. Provide submittals for pipe materials; e. Furnishing and installing new 1 1/4" HDPE DR 7 sewer service; f. Type I and Type 2 bedding; g. Alignment and air pressure testing per MPW specifications; h. Bypass pumping and maintenance of wastewater flows, as required; 1. Dewatering, sheeting and shoring required for installation; J. All labor, tools, equipment, materials, royalties and incidentals required to complete the work as specified; k. Coordinate with utility companies and pay for relocating lines during construction if necessary. 3. Unit of Measurement: Lineal Foot 4. Measurement: Measurement for 1 1/4" HDPE DR 7 SEWER SERVICE will be made by the lineal foot as indicated in the Bid Form. 5. Payment: Payment for 1 1/4" HDPE DR 7 SEWER SERVICE will be made at the contract unit price bid as indicated in the Bid Form. D. Bid Item No.3 - 4" PVC SDR 35 SEWER SERVICE: 1. Description: This item shall meet the requirements of Sections 02221, 02320, and 02730 of the Specifications. The sewer service pipe shall be installed as indicated on the drawings. The pipe shall be 4" PVC SDR35. 2. Work required under this section shall include but not be limited to the following: a. Connecting to existing 4" PVC pipe and grit chamber; b. Connecting to new traffic rated service cleanout and new manhole; c. Traffic control; d. Excavation and Type A and B backfill; e. Provide submittals for pipe materials; f. Furnishing and installing new 4" pve SDR35 sewer service; g. Type 1 and Type 2 bedding; h. Alignment and air pressure testing per MPW specifications; 1. Bypass pumping and maintenance of wastewater treatment, as required; J. Dewatering, sheeting and shoring required for installation; Measurement and Payment 01275-4 I I I I I I I I I I I I I I I I I I I k. All labor, tools, equipment, materials, royalties and incidentals required to complete the work as specified; 1. Coordinate with utility companies and pay for relocating lines during construction if necessary. 3. Unit of Measurement: Lineal Foot 4. Measurement: Measurement for 4" PVC SDR 35 SEWER SERVICE will be made by the lineal foot as indicated in the Bid Form. 5. Payment: Payment for 4" pve SDR 35 SEWER SERVICE will be made at the contract unit price bid as indicated in the Bid Form. E. Bid Item No. 4 - 6" PVC SDR 35 SEWER SERVICE: 1. Description: This item shall meet the requirements of Sections 02221, 02320, and 02730, of the Specifications. The sewer service pipe shall be installed as indicated on the drawings. The pipe shall be 6" PVC SDR35.. 2. Work required under this section shall include but not be limited to the following: a. Connecting to existing leachate gravity line; b. Connecting to new manhole; c. Traffic control; d. Excavation and backfill; e. Provide submittals for pipe materials; f. Furnishing and installing new 6"PVe SDR35 sewer main; g. Type 1 and Type 2 bedding; h. Alignment and air pressure testing per MPW specifications; 1. Bypass pumping and maintenance of wastewater flows, as required; J. Dewatering, sheeting and shoring required for installation; k. All labor, tools, equipment, materials, royalties and incidentals required to complete the work as specified; 1. Coordinate with utility companies and pay for relocating lines during construction if necessary. 3. Unit of Measurement: Lineal Foot 4. Measurement: Measurement for 6" PVC SDR 35 SEWER SERVICE will be made by the lineal foot as indicated in the Bid Form. 5. Payment: Payment for 6" PYC SDR 35 SEWER SERVICE will be made at the contract unit price bid as indicated in the Bid Form. F. Bid Item No. 5- SEWER SERVICE INSULATION: 1. Description: This item shall meet the requirements of Sections 02221 and 02730. When crossing under, over or within 4 feet of culverts that are open to the air, when directed by the Engineer, or where shown on the plans, insulation shall be installed per Standard Drawings in the plans. The sections of main to be insulated, if any, are shown on the Plans. Insulation shall consist of rigid 2" Styrofoam Hi Measurement and Payment 01275-5 brand plastic foam insulation (Dow Blue Board or equal). The joints shall be friction fitted and secured with an adhesive according to the manufacturer's recommendations. A 6" layer of pipe bedding shall be installed above and below the insulation. The width of the insulation shall be 4 feet. 2. Work required under this section shall include, but not be limited to the following: a. Trench excavation and backfill; b. Furnishing and installing insulation; c. Furnishing and installing sand for bedding insulation; d. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified. 3. Unit of Measurement: Lineal Foot 4. Measurement: Measurement for SEWER SERVICE INSULATION will be made per lineal foot of sewer pipe insulated as indicated in the Bid Form. 5. Payment: Payment for SEWER SERVICE INSULATION will be made at the contract unit price bid as indicated in the Bid Form. G. Bid Items No.6 - STANDARD MANHOLE: 1. Description: This item shall meet the requirements of Sections 02221, 02320, 02730, and Standard Drawings 02720-3, 02720-5, 02720-6, 02720-7, 02720-8, and 02720-9 of the Standard Specifications. All manholes shall be constructed to be watertight. Concrete bases shall be poured monolithically with the bottom sec- tion and O-ring type neoprene gaskets installed in the joints. Gasketed, flexible watertight connections shall be installed for pipe to manhole joints. Manholes shall be pre-cast 48" diameter manholes as indicated on the plans. Interior and exterior walls of the manhole shall be coated with ConSeal CS-55 concrete coating or equal. 2. Work required under this section shall include but not be limited to the following: a. Excavation and backfill; b. Furnishing and installing concrete. watertight manholes complete with monolithic base, gaskets, coatings, watertight connections, steps, frame and cover; c. Bypass pumping and maintenance of sewer service; d. Dewatering, sheeting and shoring required for installation; e. Pouring and forming channels; f. Connecting manholes to piping; g. Testing manholes for water-tightness per MPW Spec 02722; h. Furnishing and installing standard casting and cover where specified; 1. Compacted backfill and testing as required by Special Provisions and Technical Specifications; J. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified. Measurement and Payment 01275-6 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 3. Unit of Measurement: Each 4. Measurement: Measurement for STANDARD MANHOLE will be made per each as indicated in the Bid Fonn. 5. Payment: Payment for STANDARD MANHOLE will be made at the contract unit price bid per each as indicated in the Bid Form. H. Bid Items No.7 - 4" SANITARY SEWER SERVICE CLEANOUT ~ TRAFFIC RATED: 1. Description: This item shall meet the requirements of the contract documents, general and supplemental conditions, Special Provisions, Technical Specifications, drawings, Standard Drawings, and referenced standards. Clean out will consist of a wye, a 45 degree elbow, a section of PVC straight pipe, threaded fitting with plug and the appropriate elbow required for the change in alignment if the cleanout is located on a change of alignment. The top of the clean out shall be installed 3 inches above existing ground and backfill placed around the top, graded to drain away. 2. Work required under this section shall include, but not be limited to the following: a. Traffic control; b. Excavation and backfill; c. Provide submittals for materials; d. Furnish and install all fittings and pipe required for cleanout; e. Replacement of topsoil and seeding and fertilizing of the disturbed areas; f. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified. 3. Unit of Measurement: Each. 4. Measurement: Measurement for 4" SANITARY SEWER SERVICE CLEAN OUT -TRAFFIC RATED will be made per each, as indicated in the Bid Fonn. 5. Payment: Payment for 4" SANITARY SEWER SERVICE CLEANOUT - TRAFFIC RATED will be made at the contract unit price bid as indicated on the Bid Form. 1. Bid Item No.8 - PAVEMENT REMOVAL AND REPLACEMENT: 1. Description: This item shall meet the requirements of Sections 02221, 02951, and Standard Drawing 02221-1. The Contractor shall visit the site to verify paved versus unpaved areas. The Contractor shall cut the pavement prior to excavating to minimize removal of large chunks of asphalt outside of the pay limits. Pavement areas outside of the original pavement cut that are disturbed during construction shall be recut to a clean, vertical surface. The Contractor shall be responsible for disposal of asphalt removed during the excavation. Acceptable Measurement and Payment 01275~ 7 methods include: milling and/or grinding to a size suitable for use as a base course; pulverizing into pieces less that 4 inches and placing in the backfill above the highest water table; and/or hauling to an acceptable disposal site or landfill. The Contractor shall replace the section removed to a minimum 3 inch thickness. The Contractor shall also be responsible for repairing any paved areas that are damaged by equipment during construction, i.e. excavator tracks, teeth marks, etc. No additional payment will be due to the Contractor for these repairs. The Contractor shall schedule his operations such that paving can be completed as soon as possible. All paving shall be completed before winter shut down if applicable. In the event conditions make it impossible to pave with hot mix, a cold mix shall be placed until conditions improve to a point at which hot mix may be placed. No additional payment will be due the Contractor if cold mix is required to be placed temporarily until hot mix can be placed. I I I I I I I I I I I I I I I I I I I 2. Work required under this section shall include but not be limited to the following: a. Cutting, removing, and satisfactorily disposing of existing asphalt pavement; b. All base and leveling courses as required in the field and specified in these Specifications; c. Tack Coat; d. Furnishing asphalt plant mix design with Marshall; e. Furnishing and installing hot mix asphalt; f. Compaction of the material in accordance with these Specifications; g. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified. 3. Unit of Measurement: Lineal Feet 4. Measurement: Measurement for PAVEMENT REMOVAL AND REPLACEMENT will be measured for the section as indicated on the Drawings by the lineal foot as measured along the centerline of the trench. 5. Payment: Payment for PAVEMENT REMOVAL AND REPLACEMENT will be made at the contract unit price bid per lineal foot of pavement removed and replaced as indicated in the Bid Form J. Bid Item No.9. -EXCA V A nON, AND EMBANKMENT: 1. Description: This item shall meet the requirements of Sections 02237, 02320, and 02925 of the Technical Specifications. This item covers excavation and em- bankment for the construction of the fill under and the cover over the gravity sewer. The City will provide loose fill material in a pile adjacent to the project area for use by the Contractor for this work. 2. Work required under this section shall include, but not be limited to the following: a. Clearing and grubbing the construction area; b. Excavation and embankment necessary to construct the cover over the gravity pipe; Measurement and Payment 01275-8 I I I I I I I I I I I I I I I I I I I c. Watering, processing and compaction of material; d. Dewatering, sheeting, shoring, bracing, etc. necessary to conduct the work; e. All gradation, proctor, and compaction tests as specified herein; f. All labor, tools, equipment, materials, royalties and incidentals necessary to complete the work as specified. 3. Unit of Measurement: Lump Sum 4. Measurement: Measurement for EXCA V ATlON AND EMBANKMENT will be made per lump sum as indicated in the Bid Form. 5. Payment: Payment for EXCA V ATlON AND EMBANKMENT will be made at the contract lump sum price bid as indicated in the Bid Form. K. Bid Item No. 10 - GRINDER UNIT & CHECK VALVE WITH CURB BOX: 1. Description: This item shall meet the requirements of Sections 02221, 02320, 02536, 16055, the requirements of the contract documents, general and supple- mental conditions, Special Provisions, Technical Specifications, drawings, Stan- dard Drawings, and referenced standards. 2. Work required under this section shall include, but not be limited to the following: a. Structural excavation and embankment; b. Furnishing and installing grinder unit and all electrical accessories and connections including check valve and curb box; c. All labor, tools, equipment, materials, royalties and incidentals necessary to complete the work as specified. 3. Unit of Measurement: Lump Sum 4. Measurement: Measurement for the GRINDER UNIT & CHECK VALVE WITH CURB BOX shall be lump sum as indicated in the Bid Form. 5. Payment: Payment for the GRINDER UNIT & CHECK VALVE WITH CURB BOX shall be per lump sum as indicated in the Bid Form. L. Bid Item No. 11 - GRIT CHAMBER: 1. Description: This item shall meet the requirements of Sections 02221, and 02320. Grit chamber shall be constructed to be watertight. Grit Chamber shall be pre- cast with dimensions as indicated on the plans. Interior and exterior walls of the grit chamber shall be coated with ConSeal CS-55 concrete coating or equal. 2. Work required under this section shall include, but not be limited to the following: a. Excavation and backfill; b. Furnishing and installing concrete watertight grit chamber complete with monolithic base, gaskets, coatings, watertight connections, steps, frame and cover; c. Dewatering, sheeting and shoring required for installation; Measurement and Payment 01275-9 d. Connecting grit chamber to piping; e. Furnishing and installing standard casting and cover or insulated manhole lid where specified; f. Compacted backfill and testing as required by Special Provisions and Technical Specifications; g. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified. I I I I I I I I I I I I I I I I I I I 3. Unit of Measurement: Lump Sum 4. Measurement: Measurement for GRIT CHAMBER will be by lump sum as indicated in the Bid Form. 5. Payment: Payment for GRIT CHAMBER will be made at the contract lump sum bid as indicated in the Bid Form. M. Bid Item No. 12 - EXPLORA TORY EXCAVATION: 1. Description: Exploratory excavation will be used as a convenience to the Owner and/or Engineer when a subsurface condition needs to be verified. The Contractor shall be responsible for and will not be paid for any exploratory excavation needed to locate utilities shown on the drawings, utilities located by utility companies, and other utility or subsurface occurrences that the Contractor wishes or needs to confirm. Absolutely no exploratory excavation will be paid for unless prior approval is given by the Engineer. The Contractor shall not proceed with exploratory excavation until the Engineer is present. The Contractor shall give the Engineer a minimum of 24 hours notice prior to any exploratory excavation. The Owner reserves the right to have exploratory excavation performed by others outside of this contract. 2. Work required under this section shall include but not be limited to the following: a. Furnishing a fueled backhoe with an experienced operator and a laborer with shovel to excavate and backfill as directed; b. All labor, tools, equipment, materials, royalties, and incidentals necessary to complete the work as specified. 3. Unit of Measurement: Hour 4. Measurement: Measurement for EXPLORATORY EXCAVATION will be by the hour to the nearest one-quarter hour, only, for exploratory excavation authorized by the En,gineer. The time will start when excavation begins and end when backfill has been completed. Time will be deducted for mechanical breakdowns. 5. Payment:' Payment for EXPLORATORY EXCAVATION will be made at the contract unit price bid per hour. Should the Contractor elect to provide a smaller backhoe than the standard 3/8 cubic yard specified, the bid item will be reduced in direct proportion that the rated capacity of the unit used bears to the 3/8 cubic yard unit. Should the Contractor elect to provide a larger backhoe than the Measurement and Payment 01275-10 I I I I I I I I I I I I I I I I I I I standard 3/8 cubic yard specified, the unit shall be rated for pay purposes as 3/8 cubic yard and not larger. Measurement and Payment 01275-11 I I I I I I I I I I I I I I I I I I I SECTION 01290 PAYMENT PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and Special Provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements necessary to prepare and process Applications for Payment. B. Related Sections include the following: 1. Division 1 Section "Measurement and Payment" for administrative requirements governing use of unit prices. 2. Division 1 Section "Contract Modification Procedures" for administrative procedures for handling changes to the Contract. 3. Division I Section "Construction Progress Documentation" for administrative requirements governing preparation and submittal of Contractor's Construction Schedule and Submittals Schedule. 1.3 APPLICATIONS FOR PAYMENT A. Each Application for Payment shall be consistent with prevIOUS applications and payments as certified by Engineer and paid for by Owner. 1. Initial Application for Payment, Application for Payment at time of Substantial Completion, and final Application for Payment involve additional requirements. B. Payment Application Forms: Use Progress Pay Estimate contained in these Specifications or approved equal. C. Application Preparation: Complete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of Contractor. Engineer will return incomplete applications without action. 1. Include amounts of Change Orders and Construction Change Directives issued before last day of construction period covered by application. Payment Procedures 01290-1 D. I I I I I I I I I I I I I I I I I I I Transmittal: Submit 3 signed and notarized original copies of each Application for Payment to Engineer by a method ensuring receipt within 24 hours. One copy shall include waivers of lien and similar attachments if required. 1. Transmit each copy with a transmittal fonn listing attachments and recording appropriate information about application. E. Submit final Application for Payment with or preceded by final waivers from every entity involved with performance of the Work covered by the application who is lawfully entitled to a lien. 1. Waiver Forms: Submit waivers of lien on forms, executed in a manner acceptable to Owner. F. Initial Application for Payment: Administrative actions and submittals that must precede or coincide with submittal of first Application for Payment include the following: 1. List of subcontractors. 2. Contractor's Construction Schedule (preliminary if not final). 3. Products list. 4. Schedule of unit prices. 5. Submittals Schedule (preliminary if not final). 6. List of Contractor's staff assignments. 7. List of Contractor's principal consultants. 8. Copies of authorizations and licenses from authorities having jurisdiction for performance of the Work. 9. Initial progress report. 10. Report of preconstruction conference. I 1. Certificates of insurance and insurance policies. 12. Performance and payment bonds. 13. Data needed to acquire Owner's insurance. G. Application for Payment at Substantial Completion: After issuing the Certificate of Substantial Completion, submit an Application for Payment showing 100 percent completion for portion ofthe 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. H. Final Payment Application: Submit final Application for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following: 1. Evidence of completion of Project closeout requirements. 2. Insurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid. Payment Procedures 01290-2 I I I I I I I I I I I I I I I I I I I 3. Updated final statement, accounting for final changes to the Contract Sum. 4. Contractor's Affidavit of Release of Liens. 5. Consent of Surety to Final Payment. 6. Evidence that claims have been settled. 7. Final meter readings for utilities, a measured record of stored fuel, and similar data as of date of Substantial Completion or when Owner took possession of and assumed responsibility for corresponding elements of the Work. 8. Final, liquidated damages settlement statement. Contractor's record drawings and all Operation & Maintenance Manuals shall be included with the final payment application. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01290 Payment Procedures 01290-3 I I I I I I I I I I I I I I I I I I I SECTION 01310 PROJECT MANAGEMENT AND COORDINATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and Special Provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following: 1. Preconstruction Conference. 2. General project coordination procedures. 3. Conservation. 4. Coordination Drawings. 5. Administrative and supervisory personnel. 6. Project meetings. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Construction Progress Documentation" for preparing and submitting the Contractor's Construction Schedule. 2. Division 1 Section "Execution Requirements" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points. 3. Division 1 Section "Closeout Procedures" for coordinating Contract closeout. 1.3 COORDINA nON A. Coordination: Coordinate construction operations included in various Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections that depend on each other for proper installation, connection, and operation. 1. Schedule construction operations in sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. Proj eet Management and Coordination 01 3 1 0-1 1.4 2. Coordinate installation of different components with other contractors to ensure maximum accessibility for required maintenance, service, and repair. 3. Make adequate provisions to accommodate items scheduled for later installation. I I I I I I I I I I I I I I I I I I I B. If necessary, prepare memoranda for distribut~on to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. 1. Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required. c. Administrative Procedures: Coordinate scheduling and tlmmg of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to, the following: 1. Preparation of Contractor's Construction Schedule. 2. Installation and removal of temporary facilities and controls. 3. Delivery and processing of submittals. 4. Progress meetings. 5. Preconstruction conferences. 6. Project closeout activities. D. Conservation: Coordinate construction activities to ensure that operations are carried out with consideration given to conservation of energy, water, and materials. 1. Salvage materials and equipment involved in performance of, but not actually incorporated into, the Work. a. All material salvaged in the project shall become the property of Owner unless otherwise specified. Material identified as salvage shall be delivered by the Contractor to a suitable storage location as directed by the Engineer. SUBMITTALS A. Staff Names: At the Preconstruction conference, submit a list of principal staff assignments, including superintendent and other personnel in attendance at Project site. Identify individuals and their duties and responsibilities; list addresses and telephone numbers, including home and office telephone numbers. Provide names, addresses, and telephone numbers of individuals assigned as standbys in the absence of individuals assigned to Project. 1. Post copies of list in Project meeting room, in temporary field office, and by each temporary telephone. Project Management and Coordination 01310-2 I I I I I I I I I I I I I I I I I I I 1.5 1.6 ADMINISTRATIVE AND SUPERVISORY PERSONNEL A. General: In addition to Project superintendent, provide other administrative and supervisory personnel as required for proper performance of the Work. PROJECT MEETINGS A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise indicated. 1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Engineer of scheduled meeting dates and times. 2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited attendees. 3. Minutes: Record significant discussions and agreements achieved. Distribute the meeting minutes to everyone concerned, including Owner and Engineer, within 3 days of the meeting. B. Preconstruction Conference: Schedule a preconstruction conference before starting construction, at a time convenient to Owner and Engineer, but no later than 15 days after execution of the Agreement. Hold the conference at Project site or another convenient location. Conduct the meeting to review responsibilities and personnel assignments. 1. Attendees: Authorized representatives of Owner, Engineer, and their consultants; Contractor and its superintendent; major subcontractors; manufacturers; suppliers; and other concerned parties shall attend the conference. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. 2. Contractor shall bring a written, detailed construction schedule to the pre construc- tion conference. 3. Agenda: Discuss items of significance that could affect progress, including the following: a. Tentative construction schedule. b. Phasing. c. Critical work sequencing. d. Designation of responsible personnel. e. Subcontractor list f. Testing Responsibilities g. Staking Responsibilities h. Traffic Control 1. Procedures for processing field decisions and Change Orders. J. Procedures for processing Applications for Payment. Project Management and Coordination 01310-3 k. Distribution of the Contract Documents. 1. Submittal procedures. m. Preparation of Record Documents. n. Use of the premises. o. Responsibility for temporary facilities and controls. p. Office, work, and storage areas. q. Delivery and storage of materials and equipment. r. Security. s. Progress cleaning. t. Working hours. u. Specific Rural Development, CDBG, DNRC and TSEP requirements. v. Permitting agency requirements. w. Montana DEQ requirements. x. Coordination with private landowners. y. MDT requirements and issues. z. Maintenance of sewer service and wastewater treatment. I I I I I I I I I I I I I I I I I I I C. Progress Meetings: Conduct progress meetings at regular intervals. Coordinate dates of meetings with preparation of payment requests. 1. Attendees: In addition to representatives of Owner and Engineer, each contractor, subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work. 2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction Schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. b. Review present and future needs of each entity present, including the following: 1) Interface requirements. 2) Sequence of operations. 3) Status of submittals. 4) Deliveries. 5) Off-site fabrication. 6) Access. 7) Site utilization. S) Temporary facilities and controls. Project Management and Coordination 0 I 31 0-4 I I I I I I I I I I I I I I I I I I I 9) Work hours. 10) Hazards and risks. 11) Progress cleaning. 12) Quality and work standards. 13) Change Orders. 14) Documentation of information for payment requests. 3. Reporting: Distribute minutes of the meeting to each party present and to parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report. a. Schedule Updating: Revise Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue revised schedule concurrently with the report of each meeting. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01310 Project Management and Coordination 01310-5 I I I I I I I I I I I I I I I I I I I SECTION 01320 CONSTRUCTION PROGRESS DOCUMENTATION PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and Special Provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following: 1. Preliminary Construction Schedule. 2. Contractor's Construction Schedule. 3. Submittals Schedule. 4. Daily construction reports. B. Related Sections include the following: 1. Division 1 Section "Payment Procedures" for submitting the Schedule of Values. 2. Division 1 Section "Project Management and Coordination" for submitting and distributing meeting and conference minutes. 3. Division 1 Section "Submittal Procedures" for submitting schedules and reports. 4. Division 1 Section "Quality Requirements" for submitting a schedule of tests and inspections. 5. Division 1 Section "Closeout Procedures" for submitting photographic negatives as Project Record Documents at Project closeout. 1.3 DEFINITIONS A. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources. 1. Critical activities are activities on the critical path. They must start and finish on the planned early start and finish times. 2. Predecessor activity is an activity that must be completed before a given activity can be started. Construction Progress Documentation 01320-1 1.4 1.5 B. I I I I I I I I I I I I I I I I I I I Event: The starting or ending point of an activity. c. Float: The measure of leeway in starting and completing an activity. 1. Float time is not for the exclusive use or benefit of either Owner or Contractor, but is a jointly owned, expiring Project resource available to both parties as needed to meet schedule milestones and Contract completion date. 2. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the following activity. 3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date. D. Fragnet: A partial or fragmentary network that breaks down activities into smaller activities for greater detail. E. Milestone: A key or critical point in time for reference or measurement. F. Network Diagram: A graphic diagram of a network schedule, showing activities and activity relationships. 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 Engineers and owners, and other information specified. B. Preliminary Construction Schedule: Submit two printed copies; one a single sheet of reproducible media, and one a print. C. Contractor's Construction Schedule: Submit two printed copies of initial schedule, one a reproducible print and one a blue- or black-line print, large enough to show entire schedule for entire construction period. D. Daily Construction Reports: Submit 2 copies at monthly intervals. COORDINATION A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors. B. Coordinate Contractor's Construction Schedule, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports. 1. Secure time commitments for performing critical elements of the Work from parties involved. Construction Progress Documen tation 01320-2 I I I I I I I I I I I I I I I I I I I 2. Coordinate each construction activity in the network with other activities and schedule them in proper sequence. PART 2 - PRODUCTS 2.1 CONTRACTOR'S CONSTRUCTION SCHEDULE, GENERAL A. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Substantial Completion. 1. Contract completion date shall not be changed by submission of a schedp1e.that shows an early completion date, unless specifically authorized by Change Order. 2. Procurement Activities: Include procurement process activities for long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery. 3. Submittal Review Time: Include review and resubmittal times indicated in Division 1 Section "Submittal Procedures" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with Submittals Schedule. 4. Startup and Testing Time: Include time for startup and testing. 5. Substantial Completion: Indicate completion in advance of date established for Substantial Completion, and allow time for Engineer's administrative procedures necessary for certification of Substantial Completion. B. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected. C. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and Final Completion. D. Contract Modifications: For each proposed contract modification and concurrent with its submission, prepare a time-impact analysis using fragnets to demonstrate the effect of the proposed change on the overall project schedule. 2.2 PRELIMINARY CONSTRUCTION SCHEDULE A. Bar-Chart Schedule: Submit preliminary horizontal bar-chart-type construction schedule at the preconstruction conference. Construction Progress Documentation 01320-3 B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. Outline significant construction activities for construction. Include cash requirement prediction based on indicated acti viti es. 2.3 REPORTS A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site: 1. List of subcontractors at Project site. 2. List of separate contractors at Project site. 3. Approximate count of personnel at Project site. 4. High and low temperatures and general weather conditions. 5. Accidents. 6. Meetings and significant decisions. 7. Unusual events (refer to special reports). 8. Stoppages, delays, shortages, and losses. 9. Meter readings and similar recordings. 10. Emergency procedures. 11. Orders and requests of authorities having jurisdiction. 12. Change Orders received and implemented. 13. Work Change Directives received. 14. Services connected and disconnected. 15. Equipment or system tests and startups. 16. Partial Completions and occupancies. 17. Substantial Completions authorized. PART 3 - EXECUTION 3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities. Issue schedule one week before each regularly scheduled progress meeting. 1. Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting. 2. Include a report with updated schedule that indicates every change, induding, but not limited to, changes in logic, durations, actual starts and finishes, and activity durations. 3. As the Work progresses, indicate Actual Completion percentage for each activity. Construction Progress Documentation 01320-4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I B. Distribution: Distribute copies of approved schedule to Engineer, Owner, separate testing and inspecting agencies, and other parties identified by Contractor with a need- to-know schedule responsibility. 1. Post copies in Project meeting rooms and temporary field offices. 2. When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities. END OF SECTION 01320 Construction Progress Documentation 01320-5 I I I I I I I I I I I I I I I I I I J SECTION 01330 SUBMITTAL PROCEDURES PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and Special Provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. B. Related Sections include the following: 1. Division 1 Section "Payment Procedures" for submitting Applications for Payment. 2. Division 1 Section "Project Management and Coordination" for submitting Coordination Drawings. 3. Division 1 Section "Construction Progress Documentation" for submitting schedules and reports, including Contractor's Construction Schedule. 4. Division 1 Section "Quality Requirements" for submitting test and inspection reports and Delegated-Design Submittals. 1.3 DEFINITIONS A. Action Submittals: Written and graphic information that requires Engineer's responsive action. B. Informational Submittals: Written information that does not require Engineer's approval. Submittals may be rejected for not complying with requirements. 1.4 SUBMITTAL PROCEDURES A. General: Electronic copies of CAD Drawings of the Contract Drawings will not be provided by Engineer for Contractor's use in preparing submittals. B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Submittal Procedures 01330-1 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity. 2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. I I I I I I I I I I I I I I I I I I I a. Engineer reserves the right to withhold action on a submittal requmng coordination with other submittals until related submittals are received. c. Submittals Schedule: Comply with requirements in Division I Section "Construction Progress Documentation" for list of submittals and time requirements for scheduled performance of related construction activities. D. Direct Transmittal from Prime Contractor: Engineer will not accept submittals from anyone but the Prime Contractor E. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Engineer's receipt of submittal. 1. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. Engineer will advise Contractor when a submittal being processed must be delayed for coordination. 2. Allow 15 days for processing each resubmittal. 3. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing. F. Identification: Place a permanent label or title block on each submittal for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. 2. Provide a space approximately 4 by 5 inches on label or beside title block to record Contractor's review and approval markings and action taken by Engineer. 3. Include the following information on label for processing and recording action taken: a. Project name. b. Date. c. Name and address of Engineer. d. Name and address of Contractor. e. Name and address of subcontractor. f. Name and address of supplier. g. Name of manufacturer. h. Unique identifier, including revision number. 1. Number and title of appropriate Specification Section. Submittal Procedures 01330-2 I I I I I I I I I I I I I I I I I I I G. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals. H. Additional Copies: Unless additional copies are required for final submittal, and unless Engineer observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal. 1. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Engineer will discard submittals received from sources other than Contractor. 1. On an attached separate sheet, prepared on Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Engineer on previous submittals, and deviations from requirements of the Contract Documents, including minor variations and limitations. Include the same label information as the related submittal. 2. Include Contractor's certification stating that information submitted complies with requirements of the Contract Documents. 3. Transmittal Fonn: Provide locations on form for the following information: a. Project name. b. Date. c. Destination (To:). d. Source (From:). e. Names of subcontractor, manufacturer, and supplier. f. Category and type of submittal. g. Submittal purpose and description. h. Submittal and transmittal distribution record. 1. Remarks. J. Signature of transmitter. J. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. K. Use for Construction: Use only final submittals with mark indicating action taken by Engineer in connection with construction. PART 2 - PRODUCTS 2.1 ACTION SUBMITTALS A. General: Prepare and submit Action Submittals required by individual Specification Sections. Submittal Procedures 01330~3 1. Number of Copies: Submit five copies of each submittal, unless otherwise indicated. Engineer will return two copies. Mark up and retain one returned copy as a Project Record Document. I I I I I I I I I I I I I I I I I I I B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are applicable. 3. Include the following information, as applicable: a. Manufacturer's written recommendations. b. Manufacturer's product specifications. c. Manufacturer's installation instructions. d. Standard color charts. e. Manufacturer's catalog cuts. f. Wiring diagrams showing factory-installed wiring. g. Printed performance curves. h. Operational range diagrams. 1. Mill reports. J. Standard product operating and maintenance manuals. k. Compliance with recognized trade association standards. 1. Compliance with recognized testing agency standards. m. Application of testing agency labels and seals. n. Notation of coordination requirements. C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data. 1. Preparation: Include the following information, as applicable: a. Dimensions. b. Identification of products. c. Fabrication and installation drawings. d. Roughing-in and setting diagrams. e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring. f. Shopwork manufacturing instructions. g. Templates and patterns. h. Schedules. 1. Design calculations. J. Compliance with specified standards. k. Notation of coordination requirements. 1. Notation of dimensions established by field measurement. Submittal Procedures 01330-4 I I I I I I I I I I I I I I I I I I I 2.2 2. Wiring Diagrams: Differentiate between manufacturer-installed and field- installed wiring. 3. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 30 by 40 inches. D. Coordination Drawings: Comply with requirements in Division 1 Section "Project Management and Coordination." E. Contractor's Construction Schedule: Comply with requirements in Division 1 Section "Construction Progress Documentation" for Construction Manager's action. F. Submittals Schedule: Comply with requirements in Division 1 Section "Construction Progress Documentation." G. Application for Payment: Comply with requirements in Division 1 Section "Payment Procedures. " H. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design. Include the following information in tabular form: 1. Name, address, and telephone number of entity performing subcontract or supplying products. 2. Number and title of related Specification Section(s) covered by subcontract. 3. Drawing number and detail references, as appropriate, covered by subcontract. INFORMATIONAL SUBMITTALS A. General: Prepare and submit Informational Submittals required by other Specification Sections. 1. Number of Copies: Submit two copies of each submittal, unless otherwise indicated. Engineer will not return copies. 2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. 3. Test and Inspection Reports: Comply with requirements in Division 1 Section "Quality Requirements. " B. Contractor's Construction Schedule: Comply with requirements in Division] Section "Construction Progress Documentation." c. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of Engineers and owners, and other information specified. Submittal Procedures 01330-5 D. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements. E. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements and, where required, is authorized for this specific Project. F. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements. Include evidence of manufacturing experience where required. G. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements. H. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements. 1. Preconstruction Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements. J. Compatibility Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard fonn, indicating and interpreting results of compatibility tests perfonned before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion. K. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard fonn, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements. L. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency. M. Maintenance Data: Prepare written and graphic instructions and procedures for operation and nonnal maintenance of products and equipment. Comply with requirements in Division 1 Section "Closeout Procedures and Operation and Maintenance Data." N. Design Data: Prepare written and graphic infonnation, including, but not limited to, performance and. design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers. Submittal Procedures OJ 330-0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I O. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer. Include the following, as applicable: 1. Preparation of substrates. 2. Required substrate tolerances. 3. Sequence of installation or erection. 4. Required installation tolerances. 5. Required adjustments. 6. Recommendations for cleaning and protection. P. Manufacturer's Field Reports: Prepare Written information documenting factory- authorized service representative's tests and inspections. Include. the' following, as applicable: 1. Name, address, and telephone number of factory-authorized service representative making report. 2. Statement on condition of substrates and their acceptability for installation of product. 3. Statement that products at Project site comply with requirements. 4. Summary of installation procedures being followed, whether they comply with requirements and, if not, what corrective action was taken. 5. Results of operational and other tests and a statement of whether observed performance complies with requirements. 6. Statement whether conditions, products, and installation will affect warranty. 7. Other required items indicated in individual Specification Sections. Q. Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or bond, limits of coverage, amounts of deductibles, if any, and term of the coverage. R. Material Safety Data Sheets: Submit information directly to Owner. If submitted to Engineer, Engineer will not review this information but will return it with no action taken. PART 3 - EXECUTION 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Engineer. B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, Submittal Procedures 01330-7 name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents. 3.2 ENGINEER'S ACTION A. General: Engineer will not review submittals that do not bear Contractor's approval stamp and will return them without action. B. Action Submittals: Engineer will review each submittal, make marks to indicate corrections or modifications required, and return it. Engineer will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows: 1. No Exceptions Noted 2. Exceptions Noted 3. Returned For Correction C. Informational Submittals: Engineer will review each submittal and will not return it, or will reject and return it if it does not comply with requirements. Engineer will forward each submittal to appropriate party. D. Submittals not required by the Contract Documents will not be reviewed and may be discarded. END OF SECTION 01330 Submittal Procedures 01330-8 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SECTION 01400 QUALITY REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and Special Provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for quality assurance and quality control. B. Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1. Specific quality-control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified tests, inspections, and related actions do not limit Contractor's quality- control procedures that facilitate compliance with the Contract Document requirements. 3. Requirements for Contractor to provide quality-control services required by Engineer, Owner, or authorities having jurisdiction are not limited by provisions of this Section. C. Related Sections include the following: 1. Division 1 Section "Construction Progress Documentation" for developing a schedule of required tests and inspections. 2. Divisions 2 through 16 Sections for specific test and inspection requirements. 1.3 DEFINITIONS A. Quality-Assurance Services: Activities, actions, and procedures perfonned before and during execution of the Work to guard against defects and deficiencies and ensure that proposed construction complies with requirements. B. Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that completed construction complies with requirements. Services do not include contract enforcement activities perfonned by Engineer. Quality Requirements 0 J 400-1 C. Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. 1.4 SUBMITTALS A. Qualification Data: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection ofthe testing agency by a recognized authority. B. Reports: Prepare and submit certified written reports that include the following: 1. Date of issue. 2. Project title and number. 3. Name, address, and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections. 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. 7. Identification of product and Specification Section. 8. Complete test or inspection data. 9. Test and inspection results and an interpretation oftest results. 10. Ambient conditions at time of sample taking and testing and inspecting. II. Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 12. Name and signature of laboratory inspector. 13. Recommendations on retesting and reinspecting. C. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. 1.5 QUALITY ASSURANCE A. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. B. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. C. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance. Quality Requirements 01400-2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1.6 D. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in~service performance. E. Testing Agency Qualifications: An agency with the experience and capability to conduct testing and inspecting indicated, as documented by ASTM E 548, and that specializes in types of tests and inspections to be performed. F. Preconstruction Testing: Testing agency shall perform preconstruction testing for compliance with specified requirements for performance and test methods. 1. Contractor responsibilities include the following: a. Provide test specimens and assemblies representative of propos.ed materials and construction. Provide sizes and configurations ot assemblies to adequately demonstrate capability of product to comply with performance requirements. b. Submit specimens in a timely manner with sufficient time for testing and analyzing results to prevent delaying the Work. 2. Testing Agency Responsibilities: Submit a certified written report of each test, inspection, and similar quality-assurance service to Engineer, with copy to Contractor. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents. QUALITY CONTROL A. Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency or Engineer to perform these services. 1. Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of the types of testing and inspecting they are engaged to perform. 2. Costs for retesting and reinspecting construction that replaces or is necessitated by work that failed to comply with the Contract Documents will be charged to Contractor. B. Contractor Responsibilities: Unless otherwise indicated, provide quality~eontro1 services specified and required by authorities having jurisdiction. 1. Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality-control services. a. Contractor shall not employ the same entity engaged by Owner, unless agreed to in writing by Owner. Quality Requirements 01400-3 2. Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspecting will be performed. 3. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service. 4. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility. 5. Submit additional copies of each written report directly to authorities having jurisdiction, when they so direct. I I I I I I I I I I I I I I I I I I I C. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including service connections. Report results in writing. D. Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that revised or replaced Work that failed to comply with requirements established by the Contract Documents. E. Testing Agency Responsibilities: Cooperate with Engineer and Contractor in performance of duties. Provide qualified personnel to perform required tests and inspections. I. Notify Engineer and Contractor promptly of irregularities or deficiencies observed in the Wark during performance of its services. 2. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from requirements. 3. Submit a certified written report, in duplicate, of each test, inspection, and similar quality~control service through Contractor. 4. Do not release, revoke, alter, or increase requirements of the Contract Documents or approve or accept any portion of the Work. 5. Do not perform any duties of Contractor. F. Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: I. Access to the Work. 2. Incidental labor and facilities necessary to facilitate tests and inspections. 3. Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field-curing oftest samples. 5. Delivery of samples to testing agencies. 6. Preliminary design mix proposed for use for material mixes that require control by testing agency. 7. Security and protection for samples and for testing and inspecting equipment at Project site. Quality Requirements 01400-4 I I I I I I I I I I I I I I I I I I I G. Coordination: Coordinate sequence of activities to accommodate required quality- assurance and quality-control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1. Schedule times for tests, inspections, obtaining samples, and similar activities. PART 2. PRODUCTS (Not Used) PART 3. EXECUTION 3.1 REPAIR AND PROTECTION A. General: On completion of testing, inspecting, sample taking, and similar services, repair damaged construction and restore substrates and finishes. 1. Provide materials and comply with installation requirements specified in other Sections of the;.;e Specifications. Restore patched areas and extend restoration into adjoining <;"eas in a manner that eliminates evidence of patching. B. Protect constructior,~xposed by or for quality-control service activities. C. Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services. END OF SECTION 01400 Quality Requirements 01400-5 I I I I I I I I I I I I I I I I I I I SECTION 01420 REFERENCES PART 1- GENERAL 1.1 RELATED DOCUMENTS A. Drawings and Special Provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 DEFINITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. B. "Approved": The term "approved," when used in conjunction with Engineer's action on Contractor's submittals, applications, and requests, is limited to Engineer's duties and responsibilities as stated in the Conditions of the Contract. C. "Directed": Terms such as "directed," "requested," "authorized," "selected," "approved," "required," and "permitted" mean directed by Engineer, requested by Engineer, and similar phrases. D. "Indicated": The term "indicated" refers to graphic representations, notes, or schedules on Drawings; or to other paragraphs or schedules in Specifications and similar requirements in the Contract Documents. Terms such as "shown," "noted," "scheduled," and "specified" are used to help the user locate the reference. E. "Regulations": The term "regulations" includes laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, as well as rules, conventions, and agreements within the construction industry that control performance of the Work. F. "Furnish": The term "furnish" means to supply and deliver to Project site, ready for unloading, unpacking, assembly, installation, and similar operations. G. "Install": The term "install" describes operations at Project site including unloading, temporary storage, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. H. "Provide": The term "provide" means to furnish and install, complete and ready for the intended use. I. "Installer": An installer is Contractor or another entity engaged by Contractor, as an employee, subcontractor, or contractor of lower tier, to perform a particular construction operation, including installation, erection, application, and similar operations. J. The term "experienced," when used with the term "installer," means having successfully completed a minimum of five previous projects similar in size and scope to this Project; being References 01420-] 1.3 familiar with the special requirements indicated; and having complied with requirements of authorities having jurisdiction. 1. Using a term such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to tradespeople of the corresponding generic name. K. "Project site" is the space available for performing construction activities, either exclusively or in conjunction with others performing other work as part of Project. The extent of Project site is shown on the Drawings and mayor may not be identical with the description of the land on which Project is to be built. INDUSTRY STANDARDS A. Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with standards in effect as of the date of the Contract Documents, unless otherwise indicated. c. Conflicting Requirements: Where compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Engineer for a decision before proceeding. 1. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of the requirements. Refer uncertainties to Engineer for a decision before proceeding. D. Copies of Standards: Each entity engaged in construction on Project must be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1. Where copies of standards are needed to perform a required construction activity, obtain copies directly from the publication source and make them available on request. E. Abbreviations and Names: Abbreviations and acronyms are frequently used in the Specifications and other Contract Documents to represent the name of a trade association, standards-developing organization, authorities having jurisdiction, or other entity in the context of referencing a standard or publication. The following abbreviations and acronyms, as referenced in the Contract Documents, mean the associated names. Names and addresses are subject to change and are believed, but are not assured, to be accurate and up-to-date as of the date of the Contract Documents. References 01420-2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I AA Aluminum Association (202) 862-5100 900 19th St., NW, Suite 300 Washington, DC 20006 www .aluminum.org AAN American Association of Nurserymen (See ANLA) AASHTO American Association of State Highway and Transportation (202) 624-5800 Officials 444 North Capitol St., NW, Suite 249 Washington, DC 20001 www.aashto.org ABMA American Bearing Manufacturers Association (202) 429.5155 (Formerly: Anti-Friction Bearing Manufacturers Association) 1200 19th St., NW, Suite 300 Washington, DC 20036-2401 www.abma.dc.om ACI American Concrete Institute (248) 848-3700 P.O. Box 9094 Farmington Hills, Ml 48333-9094 www.aci.int.org ACPA American Concrete Pipe Association (972) 506-7216 222 West Las Colinas Blvd., Suite 641 Irving, TX 75039-5423 www.concrete-pipe.org AHA American Hardboard Association (847) 934-8800 1210 W. Northwest Hwy Palatine, IL 60067-1897 AI Asphalt Institute (606) 288-4960 P.O. Box 14052 Lexington, KY 40512-4052 www.asphaltinstitute.org AIA The American Institute of Engineers (202) 626.7300 1735 New York Ave., NW Washington, DC 20006.5292 www .a1a.org AlA American Insurance Association (202) 828-7100 1130 Connecticut Ave., NW, Suite 1000 Washington, DC 20036 References 01420~3 -......--- I AISC American Institute of Steel Construction (800) 644-2400 I One East Wacker Dr., Suite 3100 (312) 670-2400 I Chicago, IL 60601-2001 www .aisc. web.com AISI American Iron and Steel Institute (202) 452-7100 I 1101 17th St., NW, Suite 1300 Washington, DC 20036-4700 www.steel.orQ: I AITC American Institute of Timber Construction (303) 792-9559 7012 S. Revere Pkwy, Suite 140 I Englewood, CO 80112 www.aitc-glulam.org ALA American Laminators Association I (See LMA) ALSC American Lumber Standards Committee (301) 972-1700 I P.O. Box 210 Germantown, MD 20875 I ANLA American Nursery and Landscape Association (202) 789-2900 (Formerly: American Association of Nurserymen) 1250 Eye St., NW, Suite 500 I Washington, DC 20005 www .anla.orll ANSI American National Standards Institute (888) 267-4783 I 11 West 42nd St., 13th Floor (212) 642-4900 New York, NY 10036-8002 I www.ans1.org APA APA-The Engineered Wood Association (253) 565-6600 (Formerly: American Plywood Association) I P.O. Box 11700 Tacoma, WA 98411-0700 www.aoawood.org I APA Engineerural Precast Association (941) 454-6989 P.O. Box 08669 I Fort Myers, FL 33908-0669 www . archorecast.org ARMA Asphalt Roofing Manufacturers Association (301) 348-2002 I Center Park 4041 Powder Mill Rd., Suite 404 I Calverton, MD 20705 www.asphaltroofing.org I References 01420-4 I - .____._m_._ I I ASC Adhesive and Sealant Council (202) 452-1500 1627 K St., NW, Suite 1000 I Washington, DC 20006~1707 www.ascounci1.org I ASCE American Society of Civil Engineers (800) 548-2723 W orId Headquarters (703) 295-6000 1801 Alexander Graham Bell Dr. I Reston, V A 20191-4400 www .asce.org I ASHRAE American Society of Heating, Refrigerating and (800) 527-4723 Air-Conditioning Engineers 1791 Tullie Circle, NE (404) 636-8400 I Atlanta, GA 30329~2305 www .ashrae.org AsLA American Society of Landscape Engineers (202) 898~2444 I 636 Eye St., NW Washington, DC 20001-3736 www .as1a.org I AS ME American Society of Mechanical Engineers (800) 843-2763 345 East 47th St. (212) 705-7722 I New York, NY 10017-2392 www .asme.or€-! I ASPE American Society of Plumbing Engineers (805) 495-7120 3617 Thousand Oaks Blvd., Suite 210 Westlake Village, CA 91362-3649 I ASSE American Society of Sanitary Engineering (440) 835-3040 28901 Clemens Rd. I Westlake, OH 44145 www .asse~p1umbing.org ASTM American Society for Testing and Materials (610) 832-9500 I 100 Barr Harbor Dr. West Conshohocken, PA 19428-2959 www.astm.org I AWPA American Wood-Preservers' Association (817) 326-6300 P.O. Box 5690 I Granbury, TX 76049 www .awpa.com I AWS American Welding Society (800) 443-9353 550 NW Lejeune Rd. (305) 443-9353 Miami, FL 33126 I www.amwe1d.org I References 0 J 420-5 I AWWA American Water Works Association (800) 926-7337 I 6666 W. Quincy Ave. (303) 794-7711 Denver, CO 80235 I www.awwa.orQ BHMA Builders Hardware Manufacturers Association (212) 661-4261 I 355 Lexington Ave., 17th Floor New York, NY 10017-6603 CAGl Compressed Air and Gas Institute (216) 241-7333 I c/o Thomas Associates, Inc. 1300 Sumner Ave. I Cleveland, OR 44115-2851 www.taol.com/cagi CBMA Certified Ballast Manufacturers Association (212) 661-426] I 355 Lexington Ave., 17th Floor New York, NY 100]7 www.certbal.org I CDA Copper Development Association Inc. (800) 232-3282 260 Madison Ave., 16th Floor (212) 251-7200 I New York, NY 10016-2401 www.coooer.org CISPI Cast Iron Soil Pipe Institute (423) 892-0137 I 5959 Shallowford Rd., Suite 419 Chattanooga, TN 37421 I www.cisoi.org CLFMI Chain Link Fence Manufacturers Institute (301) 596-2584 9891 Broken Land Pkwy, Suite 300 I Columbia, MD 21046 www.baileadersbip.com I CPA Composite Pane] Association (301) 670-0604 (Formerly: National Particleboard Association) 18928 Premiere Ct. I Gaithersburg, MD 20879-1569 www.obmdf.com CPPA Conugated. Polyethylene Pipe Association (800) 510-2772 I 3621 Secor Rd., Suite 320 (419) 241-2221 Toledo, OH 436046 I www.cppa-info.org CRSI Concrete Reinforcing Steel Institute (847) 517-1200 I 933 N. Plum Grove Rd. Schaumburg, IL 60] 73-4758 www.crsi.org I References 01420-6 I I I DASMA Door and Access Systems Manufacturers Association, (216) 241-7333 International I (Formerly: National Association of Garage Door Manufacturers) c/o Thomas Associates, Inc. I 1300 Sumner Ave. Cleveland, OH 44115-2851 www.tao1.comldasma I DHI Door and Hardware Institute (703) 222-2010 (Formerly: National Builders Hardware Association) I 14170 Newbrook Dr. Chantilly, VA 20151-2223 www.dhi.org I DIPRA Ductile Iron Pipe Research Association (205) 402-8702 245 Riverchase Pkwy East, Suite 0 I Birmingham, AL 35244 www.diora.org EIA Electronic Industries Association (703) 907-7500 I 2500 Wilson Blvd. Arlington, V A 22201 WWW.ela.org I EJMA Expansion Joint Manufacturers Association (914) 332-0040 25 N. Broadway I Tarrytown, NY 10591-3201 WWW.elma.org I GA Gypsum Association (202) 289-5440 810 First St., NE, Suite 510 Washington, DC 20002 I WWW.usg.com GRI Geosynthetic Research Institute (610) 522-8440 475 Kedron Ave. I Folsom, PA 19033 www.drexel.edulcri I HEl Heat Exchange Institute (216) 241-7333 c/o Thomas Associates, Inc. 1300 Sumner Ave. I Cleveland, OH 44115-2851 www.tao1.comlhei I IeEA Insulated Cable Engineers Association (508) 394-4424 P.O. Box 440 South Yarmouth, MA 02664 I www.icea.net I References 0 1420- 7 --.-.---- ---...----------.-."..-- I IEEE Institute of Electrical and Electronics Engineers (800) 678A333 I 345 E. 47th St. (212) 705-7900 I New York, NY 10017-2394 www.leee.org: IESNA Illuminating Engineering Society of North America (212) 248-5000 I 120 Wall St., 17th Floor New York, NY ]0005-400] WWW.lesna.org I IMSA International Municipal Signal Association (800) 723A672 P.O. Box 539 (315) 331~2182 I 165 E. Union St. Newark, NY 14513 www.imsasafety.org I !NCE Institute of Noise Control Engineering (914) 462-4006 P.O. Box 3206, Arlington Branch I Poughkeepsie, NY 12603 www.lllce.org ISEA Industrial Safety Equipment Association (703) 525-1695 I 1901 N. Moore St., Suite 808 Arlington, V A 22209 www.safetycentral.org/isea I ISS Iron and Steel Society (412) 776-1535 410 Commonwealth Dr. I Warrendale, PA 15086-7512 www .1ssource.org LGSI Light Gage Structural Institute (972) 625-4560 I P.O. Box 560746 The Colony, TX 75056 I MBMA Metal Building Manufacturers Association (216) 241-7333 c/o Thomas Associates, Inc. a 1300 Sumner Ave. Cleveland, OH 44115-2851 www.taol.comlmbma MCAA Mechanical Contractors Association of America (301) 869-5800 I 1385 Piccard Dr. Rockville, MD 20850-4329 I www.mcaa.orQ MIA Masonry Institute of America (213) 388-0472 I 2550 Beverly Blvd. Los Angeles, CA 90057 www.masonryinstitute.org I References 01420-8 I -..-.- -....--... .---------.-- I I MSS Manufacturers Standardization Society of the Valve (703) 281-6613 and Fittings Industry I 127 Park St., NE Vienna, V A 22180-4602 www.mss-ho.com I NAA National Arborist Association (800) 733-2622 P.O. Box 1094 (603) 673-3311 I Amherst, NH 03031-1094 www.natlarb.com I NACE NACE International (281) 492-0535 (Formerly: National Association of Corrosion Engineers) (281) 492-8254 P.O. Box 218340 I Houston, TX 77218-8340 NAIMA North American Insulation Manufacturers Association (703) 684-0084 (Formerly: Thermal Insulation Manufacturers Association) I 44 Canal Center Plaza, Suite 310 Alexandria, V A 22314 www.naima.or2 I NAPA National Asphalt Pavement Association (888) 468-6499 NAPA Building (301) 731-4748 I 5100 Forbes Blvd. Lanham, MD 20706-4413 www.hotmix.org I NCMA National Concrete Masonry Association (703) 713-1900 2302 Horse Pen Rd. I Herndon, V A 20171-3499 www.ncma.org NCPI National Clay Pipe Institute (414) 248-9094 I P.O. Box 759 253-80 Center St. Lake Geneva, WI 53147 I www.nCPl.org NCSP A National Corrugated Steel Pipe Association (202) 452-1700 I 1255 23rd St., NW, Suite 850 Washington, DC 20037 www.ncspa.org I NECA National Electrical Contractors Association (301) 657-3110 3 Bethesda Metro Center, Suite 1100 I Bethesda, MD 20814-3299 www.necanet.orll I I References 0 J 420-l) I NEMA National Electrical Manufacturers Association (703) 841-3200 I 1300 N 17th St., Suite 1847 I Rosslyn, V A 22209 www.nema.org: NETA InterNational Electrical Testing Association (303) 697-8441 I P.O. Box 687 106 Stone St. Morrison, CO 80465-1526 I www.e1ectricnet.comlneta NFPA National Fire Protection Association (800) 344-3555 I One Batterymarch Park (617) 770-3000 P.O. Box 9101 Quincy, MA 02269-9101 I www.nfpa.org NGA National Glass Association (703) 442-4890 I 8200 Greensboro Drive, 3rd Floor McLean, V A 22102-3881 NIA National Insulation Association (703) 683-6422 I (Formerly: National Insulation and Abatement Contractors Association) 99 Canal Center Plaza, Suite 222 I Alexandria, V A 22314 www.insu1ation.org NLGA National Lumber Grades Authority (604) 524-2393 I #406-First Capital PI. 960 Quayside Dr. I New Westminster, BC V3M 6G2 CANADA NPA National Parking Association (202) 296-4336 I 1112 16th Street, NW, Suite 300 (800) 647-7275 Washington, DC 20036 I NPCA National Paint and Coatings Association (202) 462-6272 1500 Rhode Island Ave., NW Washington, DC 20005-5597 I www. painLorg NRCA National Roofing Contractors Association (800) 323-9545 I O'Hare International Center (847) 299-9070 10255 W. Higgins Rd., Suite 600 Rosemont, IL 60018-5607 I www .roofonline.or~ I References 01420-10 I ---.-- ---..- I I NRMCA National Ready Mixed Concrete Association (301) 587-1400 I 900 Spring St. Silver Spring, MD 20910 www.nrmca.org I NUSIG National Uniform Seismic Installation Guidelines (925) 555-6331 P.O. Box 0933 Alamo, CA 94507 I NWMA National Woodwork Manufacturers Association (See NWWDA) I NWWDA National Wood Window and Door Association (800) 223-2301 (Formerly: National Woodwork Manufacturers (847) 299~5200 I Association) 1400 E. Touhy Ave. Des Plaines, IL 60018 I www.nwwda.org PCA Portland Cement Association (847) 966-6200 I 5420 Old Orchard Rd. Skokie, IL 60077-1083 www.portcement.org I PCl Precast/Prestressed Concrete Institute (312) 786-0300 175 W. Jackson Blvd. Chicago, IL 60604 I www.pC1.org PDI Plumbing and Drainage Institute (800) 589-8956 I 45 Bristol Dr., Suite 101 (508) 230-3516 South Easton, MA 02375 //pdi-online.org I PPFA Plastic Pipe and Fittings Association (888) 314-6774 800 Roosevelt Rd., Building C, Suite 20 (630) 858-6540 I Glen Ellyn, IL 60137-5833 PPI Plastics Pipe Institute (202) 974-5306 I (The Society of the Plastics Industry, Inc.) 1801 K St., NW, Suite 600K Washington, DC 20006 www.plasticpipe.org I RCMA Roof Coatings Manufacturers Association (301) 348-2003 Center Park I 4041 Powder Mill Rd., Suite 404 Calverton, MD 20705 www .roofcoatings.org I I References 01420~11 n._ ___.___.___ -.----.---..--- I RCSC Research Council on Structural Connections (312) 269-2424 I Sargent & Lundy I 55 E. Monroe St. Chicago, IL 60603 SAE SAE International (724) 776-4841 I 400 Commonwealth Dr. Warrendale, PA 15096.0001 For publications: Call (724) 776-4970 I www.sae.org SOl Steel Door Institute (440) 899.0010 I 30200 Detroit Rd. Cleveland, OH 44145-1967 www.steeldoor.org I SIGMA Sealed Insulating Glass Manufacturers Association (312) 644~6610 401 N. Michigan Ave. x3279 I Chicago, IL 60611~4267 www.sigmaonline.org/sigma SJI Steel Joist Institute (803) 626-1995 I 3127 10th Ave., North Ext. Myrtle Beach, SC 29577~6760 SPI The Society of the Plastics Industry, Inc. (800) 951-2001 I Spray Polyurethane Division (202) 974-5200 1801 K St., NW, Suite 600K I Washington, DC 20006 www.socplas.org SSINA Specialty Steel Industry of North America (800) 982-0355 I c/o Collier, Shannon Rill & Scott (202) 342-8630 3050 K St., NW, Suite 400 I Washington, DC 20007 www.ssina.com SSPC SSPC: The Society for Protective Coatings (800) 837-8303 I 40 24th St., 6th Floor (412) 281-2331 Pittsburgh, PA 15222-4656 www.sspc.org I SSPMA Sump and Sewage Pump Manufacturers Association (847) 559-9233 P.O. Box 647 I Northbrook, IL 60065-0647 STI Steel Tank Institute (847) 438-8265 I 570 Oakwood Rd. Lake Zurich, IL 60047-1559 www.steeltank.com I References 01420-12 I ..-.-...-..-..---..-- -.....-- I I SWI Steel Window Institute (216) 241~7333 c/o Thomas Associates, Inc. I 1300 Swnner Ave. Cleveland, OH 44115-2851 www.tao1.comlswi I SWPA Submersible Wastewater Pump Association (847) 729-7972 1806 Johns Dr. I Glenview, IL 60025-1657 SWRl Sealant, WaterproQfing and Restoration Institute (816) 472~7974 I 2841 Main St. Kansas City, MO 64108 www.swrionIine.org I TP! Truss Plate Institute (608) 833-5900 583 D'Onofrio Dr., Suite 200 Madison, WI 53719 I UFAC Upholstered Furniture Action Council (910) 885-6085 P.O. Box 2436 I High Point, NC 27261 UL Underwriters Laboratories Inc. (800) 704~4050 I 333 Pfingsten Rd. (84 7) 272~8800 Northbrook, IL 60062 www.ul.com I UNI Urn-Bell PVC Pipe Association (972) 243-3902 2655 Villa Creek Dr., Suite 155 I Dallas, TX 75234 members.aol.comlunibell W ASTEC Waste Equipment Technology Association (202) 244-4700 I 4301 Connecticut Ave. NW, Suite 300 Washington, DC 20008 I WEF Water Environment Federation (800) 666-0206 (Formerly: Water Pollution Control Federation) (703) 684-2400 601 Wythe St. I Alexandria, V A 22314-1994 www.wef.org I WPCF Water Pollution Control Federation (See WEF) I WRI Wire Reinforcement Institute (419) 425-9473 301 E. Sandusky St. Findlay, OH 45840 I www .bright.net/-rreiter I References 01420-13 CFR CPSC CS WSC Water Systems Council Building C, Suite 20 800 Roosevelt Rd. Glen Ellyn, IL 60137 (630) 545-1762 F. Federal Government Agencies: Names and titles of Federal Government standards- or specification-developing agencies are often abbreviated. The following abbreviations and acronyms referenced in the Contract Documents indicate names of standards- or specification- developing agencies of the Federal Government. Names and addresses are subject to change and are believed, but are not assured, to be accurate and up-to-date as ofthe date of the Contract Documents. CE Corps of Engineers (U.S. Department of the Army) 20 Massachusetts Ave., NW Washington, DC 20314 www.usace.army.mil CRD standards are available from: U.S. Army Corps of Engineers Waterways Experiment Station Technical Report Distribution Section Services Branch, TIC 3909 Halls Ferry Rd. Vicksburg, MS 39180-6199 (202) 761-0660 (601) 634-2696 Code of Federal Regulations (Available from the Government Printing Office) Washington, DC 20401 (Material is usually published first in the "Federal Register. ") www.access.gpo.gov (202) 512-1800 Consumer Product Safety Commission East West Towers 4330 East-West Hwy Bethesda, MD 20814 wWW.cpcs.gov (800) 638-2772 (301) 504-0990 Commercial Standard (U.S. Department of Commerce) Government Printing Office Washington, DC 20402 For commercial standards, contact: Ms. Brenda Umberger CS & PS Specialist c/o NIST Gaithersburg, MD 20899 www.nist.gov (202) 512-1800 (301) 975-4036 References 01420-14 I I I I I I I I I I I I I I I I I I I I I DOC Department of Commerce (202) 482-2000 14th St. and Constitution Ave., NW I Washington, DC 20230 www .doc.gov I DOT Department of Transportation (202) 366-4000 400 Seventh St., SW Washington, DC 20590 I www.dot.gov EPA Environmental Protection Agency (202) 260-2090 I 401 M St., SW Washington, DC 20460 www.epa.gov I FAA Federal Aviation Administration (202) 366-4000 (U.S. Department of Transportation) I 800 Independence Ave., SW Washington, DC 20591 www.faa.gov I FCC Federal Communications Commission (202) 418-0126 1919 M St., NW Washington, DC 20554 I www.fcc.gov FDA Food and Drug Administration (301) 443-1544 I 5600 Fishers Lane Rockville, MD 20857 www.fda.gov I FHA Federal Housing Administration (202) 401-0388 (U.S. Department of Housing and Urban Development) I 451 Seventh St., SW Washington, DC 20410 www.hud.gov I FS Federal Specification Unit (202) 619-8925 (Available from GSA) 470 East L'Enfant Plaza, SW, Suite 8100 I Washington, DC 20407 www.gsa.gov I GSA General Services Administration (202) 708-5082 F St. and 18th St., NW Washington, DC 20405 I www.gsa.gov I I References 01420-15 ...--- I MIL Military Standardization Documents (215) 697~2l79 I (U.S. Department of Defense) I Defense Automated Printing Service 700 Robbins Ave., Building 4D Philadelphia, P A 19111 www.dodssp.daps.mil I NIST National Institute of Standards and Technology (301) 975-2000 (U.S. Department of Commerce) I Building 101, #Al134, Rte. 1-270 and Quince Orchard Rd. Gaithersburg, MD 20899 I www.nis1.gov OSHA Occupational Safety and Health Administration (202) 2l9R8] 48 I (U.S. Department of Labor) 200 Constitution Ave., NW Washington, DC 20210 I www.osha.gov PS Product Standard ofNBS (202) 512-1800 (U.S. Department of Commerce) I Government Printing Office Washington, DC 20402 For product standards, contact: I Ms. Brenda Umberger (301) 975-4036 CS & PS Specialist c/o NIST I Gaithersburg, MD 20899 www.nis1.gov RUS Rural Utilities Service (202) 692-0187 I (Formerly: Rural Electrification Administration) (U.S. Department of Agriculture) I 14th S1. and Independence Ave., SW Washington, DC 20250 1RB Transportation Research Board, National Research (202) 334-2934 I Council 2101 Constitution Ave., NW Washington, DC 20418 I www.nas.edultrb USDA U.S. Department of Agriculture (202) 720-8732 I 14th S1. and Independence Ave., SW Washington, DC 20250 www.usda.gov I I References 01420~16 I _n__._. I I I I I I I I I I I I I I I I I I I USPS u.s. Postal Service 475 L'Enfant Plaza, SW Washington, DC 20260-0010 www.usps.gov (202) 268-2000 PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01420 References 01420-1 7 I I I I I I I I I I I I I I I I I I I SECTION 01600 PRODUCT REQUIREMENTS P ART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and Special Provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following administrative and procedural requirements: selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; product substitutions; and comparable products. B. Related Sections include the following: 1. Division 1 Section "References" for applicable industry standards for products specified. 2. Division 1 Section "Closeout Procedures" for submitting warranties for contract closeout. 3. Divisions 2 through 16 Sections for specific requirements for warranties on products and installations specified to be warranted. 1.3 DEFINITIONS A. Products: Items purchased for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. 1. Named Products: Items identified by manufacturer's product name, including make or model number or other designation, shown or listed in manufacturer's published product literature, that is current as of date of the Contract Documents. 2. New Products: Items that have not previously been incorporated into another project or facility. Products salvaged or recycled from other projects are not considered new products. 3. Comparable Product: Product that is demonstrated and approved through submittal process, or where indicated as a product substitution, to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. Product Requirements 01600-] 1.4 B. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor. I I I I I I I I I I I I I I I I I I I c. Basis-of-Design Product Specification: Where a specific manufacturer's product is named including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of other named manufacturers. D. Manufacturer's Warranty: Preprinted written warranty published by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner. E. Special Warranty: Written warranty required by or incorporated into the Contract Docwnents, either to extend time limit provided by manufacturer's warranty or to provide more rights for Owner. SUBMITTALS A. Substitution Requests: Submit three copies of each request for consideration. Identify product or fabrication or installation method to be replaced. Include Specification Section nwnber and title and Drawing numbers and titles. 1. Substitution Request Form: 2. Docwnentation: Show compliance with requirements for substitutions and the following, as applicable: a. Statement indicating why specified material or product cannot be provided. b. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Owner and separate contractors, that will be necessary to accommodate proposed substitution. c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated. d. Product Data, including drawings and descriptions of products and fabrication and installation procedures. e. Samples, where applicable or requested. f. List of similar installations for completed projects with project names and addresses and names and addresses of Engineers and owners. g. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated. h. Detailed comparison of Contractor's Construction Schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from Product Requirements 01600-2 I I I I I I I I I I I I I I I I I I I 1.5 1.6 manufacturer, on manufacturer's letterhead, stating lack of availability or delays in delivery. 1. Cost information, including a proposal of change, if any, in the Contract Sum. J. Contractor's certification that proposed substitution complies with requirements in the Contract Documents and is appropriate for applications indicated. k. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results. 3. Engineer's Action: If necessary, Engineer will request additional information or documentation for evaluation within one week of receipt of a request for substitution. Engineer will notify Contractor of acceptance or rejection of proposed substitution within 15 days of receipt of request, or 7 days of receipt of additional information or documentation, whichever is later. a. Form of Acceptance: Change Order. b. Use product specified if Engineer cannot make a decision on use of a proposed substitution within time allocated. B. Basis-of-Design Product Specification Submittal: Comply with requirements III Division 1 Section "Submittal Procedures." Show compliance with requirements. QUALITY ASSURANCE A. Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, product selected shall be compatible with products previously selected, even if previously selected products were also options. PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft. Comply with manufacturer's written instructions. 1. Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding of construction spaces. 2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses. 3. Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing. 4. Inspect products on delivery to ensure compliance with the Contract Documents and to ensure that products are undamaged and properly protected. Product Requirements OJ 600-3 5. Store products to allow for inspection and measurement of quantity or counting of units. 6. Store materials in a manner that will not endanger Project structure. 7. Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground, with ventilation adequate to prevent condensation. 8. Comply with product manufacturer's written instructions for temperature, humidity, ventilation, and weather-protection requirements for storage. 9. Protect stored products from damage. 1.7 PRODUCT WARRANTIES A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product warranties do not relieve Contractor of obligations under requirements of the Contract Documents. B. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution. Submit a draft for approval before final execution. 1. Refer to Divisions 2 through 16 Sections for specific content requirements and particular requirements for submitting special warranties. C. Submittal Time: Procedures. " Comply with requirements in Division 1 Section "Closeout p ART 2 - PRODUCTS 2.1 PRODUCT OPTIONS A. General Product Requirements: Provide products that comply with the Contract Documents, that are undamaged, and unless otherwise indicated, that are new at time of installation. 1. Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect. 2. Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects. 3. Or Equal: Where products are specified by name and accompanied by the term "or equal" or "or approved equal" or "or approved," comply with provisions in "Comparable Products" Article to obtain approval for use of an unnamed product. B. Product Selection Procedures: Procedures for product selection include the following: 1. Product: Where Specification paragraphs or subparagraphs titled "Product" name a single product and manufacturer, provide the product named. Product Requirements 01600-4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2.2 2.3 a. Substitutions may be considered. 2. Products: Where Specification paragraphs or subparagraphs titled "Products" introduce a list of names of both products and manufacturers, provide one of the products listed that complies with requirements. a. Substitutions may be considered, unless otherwise indicated. 3. Manufacturers: Where Specification paragraphs or subparagraphs titled "Manufacturers" introduce a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. a. Substitutions may be considered, unless otherwise indicated. PRODUCT SUBSTITUTIONS A. Timing: Engineer will consider requests for substitution if received within 30 days after the Notice of A ward. Requests received after that time may be considered or rejected at discretion of Engineer. B. Conditions: Engineer will consider Contractor's request for substitution when the following conditions are satisfied. If the following conditions are not satisfied, Engineer will return requests without action, except to record noncompliance with these requirements: 1. Requested substitution offers Owner a substantial advantage in cost, time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Engineer for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations. 2. Requested substitution does not require extensive revisions to the Contract Documents. 3. Requested substitution is consistent with the Contract Documents and will produce indicated results. 4. Substitution request is fully documented and properly submitted. 5. Requested substitution will not adversely affect Contractor's Construction Schedule. 6. Requested substitution has received necessary approvals of authorities having jurisdiction. 7. Requested substitution is compatible with other portions of the Work. 8. Requested substitution has been coordinated with other portions of the Work. 9. Requested substitution provides specified warranty. COMPARABLE PRODUCTS A. Where products or manufacturers are specified by name, submit the following, In addition to other required submittals, to obtain approval of an unnamed product: Product Requirements 01600-5 1. Evidence that the proposed product does not require extensive revisions to the Contract Documents, that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. 2. Detailed comparison of significant qualities of proposed product with those named in the Specifications. Significant qualities include attributes such as perfonnance, weight, size, durability, visual effect, and specific features and requirements indicated. 3. Evidence that proposed product provides specified warranty. 4. List of similar installations for completed projects with project names and addresses and names and addresses of Engineers and owners, if requested. 5. Samples, if requested. PART 3 - EXECUTION (Not Used) END OF SECTION 01600 Product Requirements 01600-6 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SECTION 01700 EXECUTION REQUIREMENTS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and Special Provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes general procedural requirements governing execution of the Work including, but not limited to, the following: 1. Construction layout. 2. Field engineering and surveying. 3. General installation of products. 4. Coordination of Owner-installed products. 5. Progress cleaning. 6. Starting and adjusting. 7. Protection of installed construction. 8. Correction of the Work. B. Related Sections include the following: 1. Division 1 Section "Project Management and Coordination" for procedures for coordinating field engineering with other construction activities. 2. Division I Section "Submittal Procedures" for submitting surveys. 3. Division 1 Section "Closeout Procedures" for submitting final property survey with Project Record Documents, recording of Owner-accepted deviations from indicated lines and levels, and final cleaning. PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 EXAMINATION A. Existing Conditions: The existence and location of site improvements, utilities, and other construction indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the Wark. Execution Requirements 01700-1 3.2 3.3 1. Before construction, verify the location and points of connection of utility servIces. I I I I I I I I I I I I I I I I I I I B. Existing Utilities: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities and other construction affecting the Work. 1. Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water-service piping; and underground electrical services. 2. Furnish location data for work related to Project that must be performed by public utilities serving Project site. PREP ARA TION A. Existing Utility Information: Furnish information to local utility that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction. B. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Engineer not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Engineer's written permission. C. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. D. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings. E. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to Engineer. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents. CONSTRUCTION LAYOUT A. Verification: Before proceeding to layout the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Engineer promptly. Execution Requirements 01 700-2 I I I I I I I I I I I I I I I I I I I 3.4 B. General: Engage a land surveyor to layout the Work usmg accepted surveymg practices. 1. Establish benchmarks and control points to set lines and levels. 2. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions. 3. Inform installers oflines and levels to which they must comply. 4. Check the location, level and plumb, of every major element as the Work progresses. 5. Notify Enh,rineer when deviations from required lines and levels exceed allowable tolerances. 6. Close site surveys with an error of closure equal to or less than the standard established by authorities having jurisdiction. c. Site Improvements: Locate and layout site improvements, including pavements, grading, fill and topsoil placement, utility slopes, and invert elevations. D. Record Log: Maintain a log of layout control work. Record deviations from required lines and levels. Include beginning and ending dates and times of surveys, weather conditions, name and duty of each survey party member, and types of instruments and tapes used. Make the log available for reference by Engineer. FIELD ENGINEERING A. Identification: Owner will identify existing benchmarks, control points, and property corners. B. Reference Points: Locate existing permanent benchmarks, control points, and similar reference points before beginning the Work. Preserve and protect permanent benchmarks and control points during construction operations. 1. Do not change or relocate existing benchmarks or control points without prior written approval of Engineer. Report lost or destroyed permanent benchmarks or control points promptly. Report the need to relocate permanent benchmarks or control points to Engineer before proceeding. 2. Replace lost or destroyed permanent benchmarks and control points promptly. Base replacements on the original survey control points. c. Benchmarks: Establish and maintain a minimum of two permanent benchmarks on Project site, referenced to data established by survey control points. Comply with authorities having jurisdiction for type and size ofbencbmark. 1. Record benchmark locations, with horizontal and vertical data, on Project Record Documents. 2. Where the actual location or elevation of layout points cannot be marked, provide temporary reference points sufficient to locate the Work. 3. Remove temporary reference points when no longer needed. Restore marked construction to its original condition. Execution Requirements 01700-3 3.5 3.6 INSTALLATION I I I I I I I I I I I I I I I I I I I A. General: Locate the Work and components of the Work accurately, m correct alignment and elevation, as indicated. 1. Make vertical work plumb and make horizontal work level. 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. B. Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. c. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. E. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. F. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work. G. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. PROGRESS CLEANING A. General: Clean Project site and work areas daily, including common areas. Coordinate progress cleaning for joint-use areas where more than one installer has worked. Enforce requirements strictly. Dispose of materials lawfully. 1. Comply with requirements in NFP A 241 for removal of combustible waste materials and debris. 2. Do not hold materials more than 7 days during normal weather or 3 days if the temperature is expected to rise above 80 deg F (27 deg C). 3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. B. Site: Maintain Project site free of waste materials and debris. C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1. Remove liquid spills promptly. Execution Requirements 01700-4 I I I I I I I I I I I I I I I I I I I 3.7 D. Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. F. Exposed Surfaces: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. G. Cutting and Patching: Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, oils, putty, and similar materials. . ,. 1. Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. H. Waste Disposal: Burying or burning waste materials on-site will not be permitted. Washing waste materials down sewers or into waterways will not be permitted. 1. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. J. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. K. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. STARTING AND ADJUSTING A. Start equipment and operating components to confirm proper operation. Remove malfunctioning units, replace with new units, and retest. B. Adjust operating components for proper operation without binding. Adjust equipment for proper operation. c. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. D. Manufacturer's Field Service: If a factory-authorized service representative is required to inspect field-assembled components and equipment installation, comply with qualification requirements in Division I Section "Quality Requirements. " Execution Requirements OJ 700-5 3.8 PROTECTION OF INSTALLED CONSTRUCTION A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. 3.9 CORRECTION OF THE WORK A. Repair or remove and replace defective construction. 1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. B. Restore permanent facilities used during construction to their specified condition. C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair. D. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired. E. Remove and replace chipped, scratched, and broken glass or reflective surfaces. END OF SECTION 01700 Execution Requirements 01700-6 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SECTION 01770 CLOSEOUT PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and Special Provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for contract closeout, including, but not limited to, the following: 1. Inspection procedures. 2. Project Record Documents. 3. Operation and maintenance manuals. 4. Warranties. 5. Instruction of Owner's personnel. 6. Final cleaning. B. Related Sections include the following: 1. Division 1 Section "Payment Procedures" for requirements for Applications for Payment for Substantial and Final Completion. 2. Division 1 Section "Construction Progress Documentation" for submitting Final Completion construction photographs and negatives. 3. Division 1 Section "Execution Requirements" for progress cleaning of Project site. 4. Division 1 Section "Project Record Documents" for submitting Record Drawings, Record Specifications, and Record Product Data. 5. Divisions 2 through 16 Sections for specific closeout and special cleaning requirements for products ofthose Sections. 1.3 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for detennining date of Substantial Completion, complete the following. List items below that are incomplete in request. 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. Closeout Procedures 0 1770-1 1.4 2. Advise Owner of pending insurance changeover requirements. 3. Submit specific warranties, Performance bonds, maintenance service agreements, final certifications, and similar documents. 4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Prepare and submit Project Record Documents, operation and maintenance manuals, damage or settlement surveys, property surveys, and similar final record information. 6. Deliver tools, spare parts, extra materials, and similar items to location designated by Owner. Label with manufacturer's name and model number where applicable. 7. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions. 8. Complete startup testing of systems. 9. Submit test/adjust/balance records. 10. Terminate and remove temporary facilities from Project site, construction tools, and similar elements. 11. Advise Owner of changeover in heat and other utilities. 12. Submit changeover information related to Owner's occupancy, use, operation, and maintenance. 13. Complete final cleaning requirements, including touchup painting. 14. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. I I I I I I I I I I I I I I I I I I I B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Engineer will either proceed with inspection or notify Contractor of unfulfilled requirements. Engineer will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by Engineer, that must be completed or corrected before certificate will be issued. 1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. 2. Results of completed inspection will form the basis of requirements for Final Completion. FINAL COMPLETION A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following: 1. Submit a final Application for Payment according to Division 1 Section "Payment Procedures. " 2. Submit certified copy of Engineer's Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by Engineer. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance. Closeout Procedures 0 I 770-2 I I I I I I I I I I I I I I I I I I I 1.5 1.6 3. Submit evidence of final, continuing msurance coverage complying with insurance requirements. 4. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Engineer will either proceed with inspection or notify Contractor of unfulfilled requirements. Engineer will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. 1. Reinspection: Request reinspection when the Work identified m prevIOUS inspections as incomplete is completed or corrected. LIST OF INCOMPLETE ITEMS (PUNCH LIST) A. Preparation: Submit three copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction. 1. Organize list of areas in sequential order. 2. Organize items applying to each area by major element. 3. Include the following infonnation at the top of each page: a. Project name. b. Date. c. Name of Engineer. d. Name of Contractor. e. Page number. PROJECT RECORD DOCUMENTS A. General: Do not use Project Record Documents for construction purposes. Protect Project Record Documents from deterioration and loss. Provide access to Project Record Documents for Engineer's reference during normal working hours. B. Record Drawings: Maintain and submit one set of b1ue- or black-line white prints of Contract Drawings and Shop Drawings. 1. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked-up Record Prints. a. Give particular attention to information on concealed elements that cannot be readily identified and recorded later. Closeout Procedures 01770-3 1.7 b. Accurately record information in an understandable drawing tec1mique. c. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations. d. Mark Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. Where Shop Drawings are marked, show cross-reference on Contract Drawings. I I I I I I I I I I I I I I I I I I I 2. Mark record sets with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at the same location. 3. Mark important additional information that was either shown schematically or omitted from original Drawings. 4. Note Construction Change Directive numbers, Change Order numbers, alternate numbers, and similar identification where applicable. 5. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. Organize into manageable sets; bind each set with durable paper cover sheets. Include identification on cover sheets. C. Miscellaneous Record Submittals: Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. OPERATION AND MAINTENANCE MANUALS A. Assemble a complete set of operation and maintenance data indicating the operation and maintenance of each system, subsystem, and piece of equipment not part of a system. Include operation and maintenance data required in individual Specification Sections and as follows: 1. Operation Data: a. Emergency instructions and procedures. b. System, subsystem, and equipment descriptions, including operating standards. c. Operating procedures, including startup, shutdown, seasonal, and weekend operations. d. Description of controls and sequence of operations. e. Outline, cross section, and assembly drawings, engineering data, and wiring diagrams. f. Test data and performance curves, where applicable. g. Piping diagrams. 2. Maintenance Data: a. Manufacturer's information, including list of spare parts. Closeout Procedures OI 770A I I I I I I I I I I I I I I I I I I I b. Name, address, and telephone number of Installer or supplier. c. Maintenance procedures. d. Maintenance and service schedules for preventive and routine maintenance. e. Maintenance record forms. f. Guide to "troubleshooting". g. Sources of spare parts and maintenance materials. h. Copies of maintenance service agreements. 1. Copies of warranties and bonds. B. Organize operation and maintenance manuals into suitable sets of manageable size. Bind and index data in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to accommodate contents, with pocket inside the covers to receive folded oversized sheets. Identify each binder on front and spine with the printed title "OPERATION AND MAINTENANCE MANUAL," Project name, and subject matter of contents. 1.8 WARRANTIES A. Submittal Time: Submit written warranties on request of Engineer for designated portions of the Work where commencement of warranties other than date of Substantial Completion is indicated. B. Contractor's General Warranty and Guarantee: The Contractor shall guarantee all materials and equipment furnished and work performed for a period of one (1) year from the date of Substantial Completion. The Contractor warrants and guarantees for a period of one (1) year from the date of Substantial Completion of the system that the completed system is free from all defects due to faulty materials or workmanship and the Contractor shall promptly make such corrections as may be necessary by reason of such defects, including the repairers of the damage of other parts of the system resulting from such defects. The Owner will give notice of observed defects with reasonable promptness. In the event that the Contractor should fail to make such repairs, adjustments, or other work that may be made necessary by such defects, the Owner may do so and charge the Contractor the cost there by incurred. The Performance Bond shall remain in full force and effect through the guarantee period. C. Provide additional copies of each warranty to include in operation and maintenance manuals. PART 2 - PRODUCTS 2.1 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces. Closeout Procedures OJ 770-5 PART 3 - EXECUTION 3.1 DEMONSTRATION AND TRAINING A. Instruction: Instruct Owner's personnel to adjust, operate, and maintain systems, subsystems, and equipment not part of a system. 1. Provide instructors experienced in operation and maintenance procedures. 2. Provide instruction at mutually agreed-on times. For equipment that requires seasonal operation, provide similar instruction at the start of each season. 3. Schedule training with Owner, through Engineer, with at least seven days' advance notice. 4. Coordinate instructors, including providing notification of dates, times, length of instruction, and course content. B. Program Structure: Develop an instruction program that includes individual training modules for each system and equipment not part of a system, as required by individual Specification Sections. For each training module, develop a learning objective and teaching outline. Include instruction for the following: 1. System design and operational philosophy. 2. Review of documentation. 3. Operations. 4. Adjustments. 5. Troubleshooting. 6. Maintenance. 7. Repair. 3.2 FINAL CLEANING A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. 1. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project: a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, broken pipe, sheeting, worn-out parts, rejected materials, concrete, asphalt and other foreign substances. b. Remove excess piles of gravel or soil deposited throughout project. Closeout Procedures 0] 770-6 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I c. Final grade in unpaved and ungraveled areas with a motor patrol. d. Remove all loose rocks, boulders, and coarse gravel pushed into a berm by final grading. e. Restore surface drainage to original condition unless otherwise detailed in the project plans and specifications. f. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. g. Rake grounds that are neither planted nor paved to a smooth, even-textured surface. h. Remove tools, construction equipment, machinery, and surplus material from Project site. 1. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition, free of stains, films, and. similar foreign substances. A void disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. J. Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces. k. Sweep concrete floors broom clean in unoccupied spaces. 1. Clean transparent materials, including mirrors and glass in doors and windows. Remove glazing compounds and other noticeable, vision- obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch surfaces. m. Remove labels that are not permanent. n. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration. 1) Do not paint over "UL" and similar labels, including mechanical and electrical nameplates. o. Wipe surfaces of mechanical and electrical equipment, and similar equipment. Remove excess lubrication, paint and mortar droppings, and other foreign substances. p. Replace parts subject to unusual operating conditions. C. Comply with safety standards for cleaning. Do not bum waste materials. Do not bury debris or excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose oflawfully. END OF SECTION 01770 Closeout Procedures 01770-7 I I I I I I I I I I I I I I I I I I I DIVISION 2 SITE CONSTRUCTION I I I I I I I I I I I I I I I I I I I ADDENDUM SECTION 02221 TRENCH EXCAVATION AND BACKFILL FOR PIPELINES & APPURTENANT STRUCTURES The following corrections, clarifications and/or alterations to the March 2003 Fifth Edition of the Montana Public Works Standard Specifications are a part and parcel of said specifications as if included therein. This Addendum supercedes and replaces select selections of the bound specifications. PART ONE - GENERAL Section 02221, TRENCH EXCAVATION AND BACKFILL FOR PIPELINES AND APPURTENANT STRUCTURES, of the Montana Public Works Standard Specifications, March 2003, Fifth Edition, is referenced and included in its entirety herein. P ART ONE - AMENDMENTS. SUPPLEMENTS. CLARIFICATIONS Special provisions amending, supplementing, and clarifYing the above referenced specification are as follows: PART 1.4.A&B "TESTING" - Delete these sections in their entirety. P ART TWO - AMENDMENTS. SUPPLEMENTS. CLARIFICATIONS Special provisions amending, supplementing, and clarifYing the above referenced specification are as follows: PART 2.4.B "DETECTABLE WARNING TAPE" - Add the following: Detectable warning tape shall be required on all force mains, and pressure mains. P ART THREE - AMENDMENTS. SUPPLEMENTS. CLARIFICATIONS Special provisions amending, supplementing, and clarifying the above referenced specifications are as follows: PART 3.1.B "PRIVATELY OWNED UTILITIES" Replace items 3.1.B.l through 3.1.B.3 with the following: "Gas mains, underground electrical cables, underground telephone cables, underground fiber optic cables, telephone poles, power poles, light poles, etc. not designated on the plans to be moved, shall be dealt with by the Contractor. The Contractor shall be responsible for coordinating with utility companies poles to be held, cables and mains to be staked out of the trench, utilities to be moved, etc. No extra payment will be due the Contractor for this work." Trench Excavation and Backfill for Pipelines & Appurtenant Structures 02221A-l p ART 3 .1.E "EXPLORATORY EXCA V A TION" Delete this section in its entirety and replace it with the following items. "1. Exploratory excavation will be used as a convenience to the Owner and/or Engineer when a subsurface condition needs to be verified." "2. The Contractor shall be responsible for and will not be paid for any exploratory excavation needed to locate water and sewer systems and services, water mains and services to be abandoned, utilities shown on the Drawings, utilities located by utility companies, and other utility or subsurface occurrences that the Contractor wishes or needs to confirm." "3. Absolutely no exploratory excavation will be paid for unless prior approval is given by the Engineer. The Contractor shall not proceed with exploratory excavation until the Engineer is present." "4. The Contractor shall give the Engineer a minimum of 24 hours notice prior to any exploratory excavation." "5. The Owner reserves the right to have exploratory excavation performed by others outside this contract." "6. Exploratory excavation requirements under this contract are further outlined in the Measurement & Payment, Section 01275." PART 3.6.B.4 "PIPE BEDDING ALTERNATE" Delete this section in its entirety. PART 3.6.C.2.b&c "TRENCH BACKFILL" Delete these sections in their entirety. Type A or flowable fill backfill will be used for all pipe excavations. PART 3.6.C.6.b "TRENCH BACKFILL" Delete these sections in their entirety. Type A, B or flowable fill backfill will be used for all pipe excavations. P ART FOUR - AMENDMENTS. SUPPLEMENTS. CLARIFICA TrONS Special provisions amending, supplementing, and clarifying the above referenced specification are as follows: PART 4 "MEASUREMENT AND PAYMENT" - Delete this Section in its entirety. See Section 01275 for more information. Trench Excavation and Backfill for Pipelines & Appurtenant Structures 02221 A-2 I I I I I I I I I I I I I I I I I I I I I"' I I I I I I I I I I I I I I I'''" g- "i~,. {}'t;, , '";"~, I I SECTION 02221 TRENCH EXCAVATION AND BACKFILL FOR PIPELINES & APPURTENANT STRUCTURES PART 1: GENERAL 1.1 DESCRIPTION JI A. This work is the excavation, trenching and backfilling for pipelines and appurtenances. It includes all clearing, grubbing, site preparation, removal and disposal of debris from the excavation, handling and storing materials for fill and backfill, all bracing, shoring and trench protection, construction dewatering, all backfill, subgrade preparation, final grading, site dressing and cleanup. 1.2 REFERENCES A. The current publications listed below fonn a part of this specification. AASHTO T99 ASTM D698 AASHTO T191 (ASTM D1556) AASHTO T238 (ASTM D2922) AASHTO T239 (ASTM D30l7) AASHTO TIl (ASTM C117) AASHTO T27 (ASTM C136) AABHTO T89 AASHTO T90 ASTM D4318 Moisture-Density Relations of Soils and Soil-Aggregate Mixtures Using 5-lb (2.5kg) Ranuner and l2-inch (305mm) Drop Moisture-Density Relations of Soils and Soil-Aggregate Mixtures Using 5-lb (2.5kg) Ranuner and 12-inch (305mm) Drop Density of Soil In-Place by the Sand-Cone Method Density of Soil and Soil-Aggregate In-Place by Nuclear Methods (Shallow Depth) Moisture Content of Soil and Soil-Aggregate In-Place by Nuclear Methods (Shallow Depth) Materials Finer Than O.075mm (No. 200) Sieve in Mineral Aggregates by Washing Sieve Analysis afFine and Coarse Aggregate Determining the Liquid Limit of Soils Determining the Plastic Limit and Plasticity Index of Soils Test Method for Liquid Limit, Plastic Limit and Plasticity Index of Soils Section 02221 TRENCH EXCA VA TION AND BACKFILL FOR PIPELINES & APPURTENANT STRUCTURES Page 1 of 16 1.3 ST ANDARD DRA. WINGS A. Standard Drawings applicable to this section are as follows: I. Standard Drawing No. 02221-1 - Typical Utility Trench Detail 2. Standard Drawing No. 02221-2 - Pipe Bedding Alternate 1.4 ..' TESTING A. Field Density Testing 1. Meet the quality control and quality assurance testing requirements in Section 01400, Contractor Quality Control and Owner Quality Assurance. 2. In-place field density tests for quality assurance are at Owner expense meeting AASHTO T191 (ASTM D1556), Sand Cone Method; or by AASHTO T238 and T239 (ASTM D2922 and D3017), Nuclear Densometer Methods. Quality assurance field density testing frequency is at the Engineer's discretion. 3. Re-testing failing areas is at the expense of the Contractor. 4. At the direction of the Engineer, provide necessary equipment and labor to excavate and replace materials for test holes up to 5 feet deep into the compacted backfill to allow testing below the surface of any layers covered without inspection and approval by the Engineer. B. Laboratory Maximum Density and Optimum Moisture 1. Quality assurance tests will be made by the Engineer for each on-site natural soil or each source of off-site material, including borrow material, to determine the laboratory maximum density values and optimum compaction moisture content according to AASHTO T-99 or ASTM D698. c. Material Submittals 1. Submit to the Engineer material quality test results including Type 1 Bedding gradation and plasticity index; and Type 2 Bedding gradation. 2. Submit to the Engineer samples of on-site and off-site borrow soils for laboratory moisture-density relationship testing by the Engineer. 3. If applicable, submit a blasting plan to the Engineer. Section 02221 TRENCH EXCA V A TION AND BACKFILL FOR PIPELINES & APPURTENANT STRUCTURES Page 2 of 16 I F,I \~'.f' . I I I I I I I I I I I I I .- I I I r I I I I I -I I I I I I I I I I I PART 2: PRODlJCTS 2.1 PIPE BEDDING MA TERlALS A. TYPE 1 PIPE BEDDING 1. Type 1 Pipe Bedding includes the material placed from 4 inches (100mm) below the bottom of the pipe, around the pipe, and up to the springline of the pipe. ..1 2. Provide Type I Bedding consisting of sand, sandy gravel, or fine gravel having a maximum 3/4 inch size (19mm) and a maximum plasticity index of 6, determined by AASHTO T89 and T90 or by ASTM D4318. 3. Where trench excavation encounters wet or unstable'maferial, type 1 Pipe Bedding must be free draining and non-plastic 4. Refer to Standard Drawing 02221-1 and Special Provisions for other requirements. B. SELECT TYPE 1 BEDDING 1. Select Type 1 Bedding includes the material placed from the springline of the pipe to 6 inches (IScm) over the pipe. 2. Select Type I Bedding shall consist of soil, sand or fme gravel, free from clods, lumps of frozen material, orrock exceeding 1-1/2 inches (38mm) in its greatest dimension. 3. Excavated trench material may be screened or sorted for use as backfill subject to approval of the Engineer. 4. Where trench excavation encounters wet or unstable material, Select Type 1 Bedding must be free draining and non-plastic. C. PIPE BEDDING ALTERNATE 1. Pipe Bedding Alternate material is described on Standard Drawing 02221- 2, and is applicable only if specified in the contract documents. D. TYPE 2 PIPE BEDDING 1. Type 2 Pipe Bedding is used as directed by the Engineer to replace unsuitable material encountered in the trench bottom. Section 02221 TRENCH EXCA V A TlON AND BACKFILL FOR PIPELINES & APPURTENANT STRUCTURES Page 3 of 16 2. Place Type 2 Pipe Bedding from the bottom of the Type 1 Bedding material to the depth required to adequately support the pipe. 3. Type 2 Bedding shall consist of granular material meeting the following gradation. .y'. Sieve Opening 3 Inch No.4 No.8 % Passing 100 o ~ 25 0-10 ') ') ....... TRENCH BACKFILL MATERIALS A. Materials from Trench Excavation 1. Backfill material obtained from trench excavations must be free of cinders, ash, refuse, organic or frozen material, boulders, or other deleterious materials. Backfill materials and placement are further described in the Execution Section of this specification. B. hnported Backfill Material 1. Imported backfill material is from borrow source(s) outside the project limits and is used when, in the opinion of the Engineer, an adequate volume of suitable backfill materi.al is not available within the proj ect limits. Imported Backfill Materials must comply with the requirements of Section 2.2.A, MATERIALS FROM TRENCH EXCAVATION. 2.3 FLOW ABLE FILL A. If used, Flowable Fill is to meet the requirements of Section 2225, Flowable Fill. 2.4 DETECTABLE BURIED WARNING TAPE A. Detectable buried warning tape is to have a minimum 6 inch (15cm) width and 5 mil (O.12mm) thickness and a solid aluminum core running the full length and width of the tape enclosed in a color coded inert plastic jacket, impervious to alkalis, chemical reagents and solvents in the soil. The tape is to meet APW AfULCC Color Code requirements and is to have a maximum 36 inch(90cm) imprint. Section 02221 TRENCH EXCA V A nON AND BACKFILL FOR PIPELINES & APPURTENANT STRUCTURES Page 4 of 16 I ('I I I I I I I I ,'I I I I I I I I . I I I f; I I I I I I I .,."'~;:~; I I I I I I I I:~ ".'~;'.~ ~ I I PART 3: EXECUTION 3.1 PROTECTION OF EXISTING PROPERTIES A. General 1. Take precautions to protect all adjoining private and public property and facilities, including underground and overhead utilities, curbs, sidewalks, driveways, structures, and fences. Restore or replace all disturbed or damaged facilities to its original condition at Contractor's expense. 2. Contact utility owners using the Montana One Call System in accordance with Section 01041, PROJECT COORDINATION, Paragraph l.2.B., for utility locates before starting work. Protect the utilities exposed during the work and prevent damaging underground utilities adjacent to excavations. Immediately notify the utility owner of any construction damage. Repairs of damage to marked utilities are at the expense of the Contractor. 3. Re-Iocate existing water mains, sanitary sewers and storm drains shown on the plans, that conflict with new pipelines or structures as indicated in the contract documents. No separate payment will be made for this work unless shown as a payment item. If the Owner authorizes the relocation of mains or sewers which are not indicated in the bid documents, and the Engineer determines the work was not included in the original contract, payment will be made under the applicable sections of the General Conditions. 4. Cut and replace existing service lines interfering with trenching operations only with the engineer's permission and at the contractor's expense. Show all repaired and/or adjusted water and sewer lines on the As-Built Plans. 5. Protect existing water and sewer mains and water and sewer services from freezing at all times during construction. B. Privately Owned Utilities 1. If any existing private utility interferes with the work in either alignment or grade, and has to be moved, the work will be performed by the appropriate UTILITY Owner, unless otherwise specified in the contract documents. Such private utilities may include gas mains, underground electrical and telephone cables, telephone poles, light poles, etc. 2. If, however, such private utility relocation is performed by the Contractor, and the relocation is not a separate payment item, payment will be made under the Section 02221 conditions covering such changes. Se~tion 02221 TRENCH EXCAVATION AND BACKFILL FOR PIPELINES & APPURTENANT STRUCTURES Page 5 of ] 6 3, Such payment will be made only if the work is determined by the Enginto,-" to be a change from the original contract work scope. c. Existing Structures 1. Prevent damage to existing buildings or structures in the work area. Repair all construction related damage to the satisfaction of the Owner. D. Existing Overhead Utilities 1. Use extreme caution to avoid conflict, contact or damage to overhead utilities during the work. E. Exploratory Excavation 1. The location of existing buried public utilities may need to be verified by exploratory excavation before construction. 2. Where authorized by the Engineer, the Contractor will be reimbursed for exploratory excavation work at the unit price bid per hour for a backhoe/excavator with operator and a laborer to assist. Use a backhoe/excavator having at least 60 horsepower (45kw), as rated by the manufacturer. 3. The unit price per hour includes the backhoe/excavator, operator and one laborer based upon the actual time, to the nearest one-half hour, that the equipment and personnel are used in actual excavating and backfilling operations including standby time between excavation and backfilling which allows the Engineer to make the necessary survey of the underground utilities. 4. Exercise care to prevent damaging all utilities and repair any utility damage caused by exploratory excavation. F. Pavement Removal and Stripping 1. Where trench excavation or appurtenant structure excavation requires removing curb and gutter, concrete sidewalks, asphalt concrete pavement, or Portland cement concrete pavement, cut the concrete or pavement in a straight line parallel to the excavations edge using a spade-bitted air hammer, concrete saw or other suitable equipment to produce a straight, square and clean break. Re-cut edges broken during construction. before concrete or paving operations. 2. For trenches passing through existing pavement, cut the pavement along a neat vertical line at least 12 inches (30cm) from the trench edge. \Vhere the neat line cut is less than 3 feet (O.9m) from the edge ofthe existing Section 02221 TRENCH EXCA V A nON AND BACKFILL FOR PIPELINES & APPURTENANT STRUCTURES Page 6 of 16 I f~"1 \~,' '" I I I I I I I "I {. I I I I I I .' I I I (", I I I I I I I .......~" L.,~ [ ~:~~I.I. I" I I I I I I I I 3.2 3.3 pavement, remove and replace the entire pavement section between trench and edge of pavement 3, Dispose of the asphalt concrete and/or Portland cement concrete debris off-site according to applicable state and local regulations. G. When excavating across existing gravel streets or other developed surfaces, remove the surfacing material full depth and stockpile for inclusion as trench backfill or legally dispose of the surfacing material. j' H. When excavating across cultivated or sodded areas, remove topsoil full depth or to a maximum 12 inch (30cm) depth, whichever is less, and stockpile for possible project use. 1. Re-sod or reseed, as specified in the contract documents, all established lawn areas cut by trenching or damaged during the construction, in accordance with Section 2910, anellor 2920, to the satisfaction ofthe Engineer. MAINTENANCE OF FLOWS A. Maintain the flow of sewers, drains and water courses encountered during construction. Restore culverts, ditches, fences, crosswalks and structures disturbed by construction to their original condition upon completion of the work. TRENCH EXCAVATION A. General 1. Meet current OSHA Safety and Health Standards for all excavation, trenching, shoring, and related work. 2. Excavate at the specified locations for pipeline installations and appurtenant structures. 3. Crossings under sidewalks or curbs may be made by tunneling, if approved by the Engineer. If a portion of a sidewalk or curb is removed, use a concrete saw to make joints, compact the backfill as specified, and replace the removed section with new concrete sidewalk or curb. 4. During excavation, stockpile backfill materials away from the trench banks to assure trench wall stability. Stockpile excavated materials on only one side of the trench without obstructing existing fire hydrants, valves, manholes and other appurtenances. Assure surface drainage of adjoining areas is unobstructed. 5. Remove and dispose of all excess or unsuitable excavated materials. Section 02221 TRENCH EXCA V A nON AND BACKFILL FOR PIPELJNES & APPURTENANT STRUCTURES Page 7 of 16 6. Prevent surface water from flowing into excavations. Promptly remove all water accumulating in trench excavations. Do not permit water to accumulate in any open trench. Remove and re-Iay all pipe out of alignment or grade caused by trench flooding. 7. Grade the trench bottoms to the specified lines and grades. Assure bedding material provides unifonn bearing and support for each pipe section along its entire length. Excavate for bell and joints after the trench bedding is graded, limiting the 12xcavation to the required length, depth and width for making the particular type of joint used. Backfill over- excavations with Type 2 Bedding Material. 8. No differentiation between cornmon and rock trench excavation is made, except when listed as separate bid items on the bid proposal or bid form. Excavation includes removing and subsequent handling of all earth, gravel, bedrock or other material encountered regardless of the type, character, composition or condition ofthe material. 9. The use of trench digging machinery is permitted, except in places where its operation is likely to cause damage to existing structures or features, in which case hand methods are to be employed. B. Trench Dimensions 1. Excavate to the trench dimensions specified below. 2. Width a. Excavate to provide room to install and join the pipe as specified. The minimum trench width is 3'-6" (I. 1m), for outside pipe diameters of 18 inches (O.Sm) or less. The minimum trench width is 2'-0" (O.6m) plus the outside pipe diameter, for pipe sizes exceeding 18 inches (O.Sm). Maximum trench width may be specified in the contract documents. 3. Depth a. Excavate the trench as required for the invert grade or pipe bury as specified in the contract documents, plus 4 inches (1 Oem) for the Type 1 Pipe Bedding. Ifbedrock, boulders or large stones are encountered at the bottom of the trench, excavate at least 6 inches (IScm) below the bottom of the pipe for backfilling with Type 1 Pipe Bedding. Section 02221 TRENCH EXCA VA TION AND BACKFILL FOR PIPELINES & APPURTENANT STRUCTURES Page 8 of 16 I (~""'I ''''',~ I I I I I I I 'I I I I I I I .' I I I I' '......"". I I I I I I I i1i I I I I I I I I c. Soft or Unsuitable Trench Subgrade 1. When soft or unstable material is encountered at the trench subgrade which will not unifonnly support the pipe, excavate the material to the depth directed by the Engineer and backfill to trench subgrade elevation with Type 2 Pipe Bedding. D. Blasting 1. Obtain Engineer approval to blast for excavation. If approved, the Engineer will establish the time limits blasting will be permitted. 2. Use utmost care to protect life and property during blasting. Use only a licensed blaster with experience in the type of blasting required for the work. . 3. Safely and securely store all blasting materials meeting local laws and ordinances and clearly mark all storage places "Dangerous Explosives". Do not leave any explosives where they could endanger persons or property. 4. Blasting Rock in Trenches a. "When blasting rock in trenches, cover the blasting area with earth backfill or approved blasting mats. Before blasting, station workers and provide danger signals to warn people and stop vehicles. b. Assume responsibility for all damage to property and injury to persons resulting from blasting or accidental explosions during the work. c. Furnish the following information to the Owner and Engineer at least 48 hours before the conunencement of blasting operations: Name of the contractor's powder man, powder man's experience, type of shot, type of explosives and detonator being used, proof of insurance covering liability for such operation, traffic control plans and planned procedures for protecting the public. 5. Assure blasting plan meets federal, state and local ordinances. Obtain all required permits before blasting starts. E. Pavement Damage Cause by Equipment 1. Equip all track mounted equipment operated on pavement surfacing with pads to prevent pavement damage. Section 02221 TRENCH EXCA VA TION AND BACKFILL FOR PIPELINES & APPURTENANT STRUCTURES Page 9 of ] 6 '1 Restore all pavement damaged by construction to its original condition. F. Shoring, Bracing and Sheeting 1 . Provide all shoring, bracing and tight sheeting required to prevent caving and protect workers, meeting current Occupational Safety and Health Act Requirements, and to protect adjacent property and structures. The cost of this work is included in the cost for trench excavation. ./0/ G. Excavation for Appurtenances 1. Make excavations for manholes, hydrants, structures and other appurtenances of the size and depth to permit compacting of backfill on all sides to the specified density. The requirements for removing water and other applicable portions ofthese specifications apply to excavation for appurtenances. 3.4 DEW A TERm G A. Remove all ground water encountered in trench excavations. Do not place pipe, bedding or backfill materials below the groundwater elevation established by dewatering operations. The cost of dewatering operations is considered a part of the excavation cost. 3.5 EXCA V ATION ST.ABILITY AND SAFETY A. The stability of construction excavations and associated worker safety, including slope geometry and shoringlbracing considerations, are the responsibility of the Contractor. Meet current OSHA regulations. This may require design of temporary slopes and/or shoring by a licensed professional engineer. 3.6 TRENCH FILLING AND BACKFILLING A. General 1. Backfill all trenches as specified immediately after grade, alignment and pipe jointing has been inspected and approved by the Engineer. Conduct any pipe testing as specified in the respective water distribution, sewerage/drainage sections. Correct all defects discovered by tests prior to backfilling. B. Pipe Bedding Placement 1. Type 1 Bedding. a. Place Type 1 Pipe Bedding material 4 inches (lOcm) under the pipe, around the pipe, and up to the springline of the pipe. Place in Section 02221 TRENCH EXCA V A TION AND BACKFILL I FOR PIPELINES & APPURTENANT STRUCTURES Page 10 of 16 I (.......'".,.,.1 :, ",/ """,~\..; I I I I I I I I I I I I I .- I I I ,I", I I I I I I I I I I I I I I I I maximum lifts of6 inches (1Scm), using hand operated or other compaction methods without damaging or disturbing the pipe. Thoroughly compact each layer. Use special care to assure compaction under the pipe haunches. b. Place backfill material in equal lifts on both sides of the pipe for the full trench width. Take care to prevent migration of Type 1 Bedding into surrounding soils during placement and compaction 2. Select Type 1 Bedding. J. a. Place Select Type I Bedding material from the springline to 6 inches (IScm) over the pipe. Where wet or unstable material exists, assure the material is free draining and non-plastic. b. Place in maximum lifts of6 inches (15cmyusing hand or other compaction methods without damaging or disturbing the pipe. Thoroughly compact each layer. C. Place backfill in equal lifts on both sides of the pipe for the full trench width. Take care to prevent migration of Select Type] Bedding into surrounding soils during placement and compaction. 3. Type 2 Pipe Bedding. a. Use Type 2 Pipe Bedding described in PRODUCTS SECTIOl..J as specified or as directed by the Engineer to replace unsuitable material encountered in the trench bottom, placing it from the bottom of the Type 1 Bedding material to the depth required to adequately support the pipe. 4. Pipe Bedding Alternate. a. Place and compact the pipe bedding alternate material on Standard Drawing 02221-2, where specified in the contract documents and/or where directed by the Engineer. c. Trench Backfill 1. After the pipe bedding materials are placed and compacted as specified, backfill the trench. Use backfill material free of cinders, ash, refuse, organic or frozen material, boulders, or other deleterious materials. From the top of the Select Type 1 Pipe Bedding to 6 inches (15cm) below the ground surface, or to the sub grade elevation, material containing rock up to 8 inches (20cm) in the greatest dimension may be used. Section 02221 TRENCH EXCA VA TION AND BACKFILL FOR PIPELINES & APPURTENANT STRUCTURES Page II of 16 2. Trench backfill from the top of the pipe bedding to ground surface or to the street subgrade is separated into three classifications. a. Type A Trench Backfill is compacted backfill typically used in streets or paved areas. b. Type B Trench Backfill is typically used for unpaved alleys, cultivated areas, borrow pits, unimproved streets or other un- j' surfaced areas, and other areas where compaction is less critical. c. Type C Trench Backfill is typically used in open and unimproved areas outside of the public right-of-way. 3. Meet the backfill and compaction require~ents for all of the backfill types described in the contract documents. ~ 4. Watering a. Apply uncontaminated water, when required, at the locations and in the amounts required to compact the backfill material to the specified requirements. Maintain an adequate water supply during the work Assure the equipment used for watering is of the capacity and design to provide uniform water application. b. Apply water during the work to control dust and to maintain all embankment and base courses in a damp condition in accordance with these contract documents. c. Water required for compacting trench backfill may be obtained from the municipal system if approved by the Owner, or from other sources. 5. Remove, replace, and re-compact backfill in trenches where settlement has occurred as directed by the Engineer at the contractor's expense. 6. Trench backfill types are designated as follows: a. Tvpe A Trench BackfilL Place trench backfill in maximum 8 inch compacted lifts within 3 percent of optimum moisture content, and compact to at least 95 percent of maximum dry density determined by AASHTO T99 or by ASTM D698. b. Tvpe B Trench Backfill. Place backfill in maximum 8 inch (205mm) lifts, within 3 percent of optimum moisture content, and compact to at least 90 percent of maximum dry density, as determined by AASHTO T99 or by ASTM D698. Section 02221 TRENCH EXCA VA nON AND BACKFILL FOR PIPELINES & APPURTENANT STRUCTIJRES Page 12 of 16 I (",,,,,.1 ....~'" I I I I I I I I I I I I I .- I I I I I I I I I I I ~r::.:,,~ I:'f I I I I I I '- I I 3.7 c. TyPe C Trench Backfill. Place and compact Type C Trench Backfill in maximum 12 inch lifts at densities equal to or greater than the densities of adjoining undisturbed soil. Mound earth over the trench top, if so directed by the Engineer. d. Flowable Fill. Place flowable fill as trench backfill as shown in the contract documents or as directed by the Engineer. Flowable fill may also be used as a construction expedient, substituting for any type of trench backfill, subj ect to approval by the Engineer and at the expense ofthe Contractor. ;i D. Replacement of Unsuitable Backfill Material 1. Remove and dispose of excavated soils that are saturated, contain deleterious materials or have characteristics that, in the opinion of the. Engineer, render the soils unsuitable as backfilL '1 .... Replace unsuitable soils with material obtained from trench excavations within the project limits at the expense of the Contractor. If suitable replacement material is not available within project limits, obtain material from an approved borrow source, to be paid for as Imported Backfill Material. 3. Place and compact all imported material according to the applicable backfill specification requirements. E. Backfill of Appurtances 1. Place and compact backfill for appurtenances to finished grade around manholes, inlets, valve boxes and other underground items without disturbing appurtenance alignments. 2. Meet the backfill material, placement, and compaction requirements specified for the adjoining trench. F. Detectable Buried Warning Tape 1. The use of warning tape is optional and if used must not be relied on as the primary locating device. Provide warning tape as described in PRODUCTS Section 2.3. Bury tape a maximum 18 inches (45cm) below finish surface grade. SURVEY MARKERS 1\.ND MONUMENTS A. Protect all survey markers and monuments. Protection includes marking with flagged high lath and supervising work near markers and monuments. Do not disturb monuments without prior approval from the Engineer. Section 02221 TRENCH EXCAVATION AND BACKFILL FOR PIPELINES & APPURTENANT STRUCTURES Page 13 of16 B. Replace all Contractor disturbed or destroyed survey markers or monuments, not approved during construction, using a licensed land surveyor. See Section 01050 for details on survey marker protection/disturbance. 3.8 CLEANUP A. As work progresses, remove debris and complete to finish grade each portion of the work. Once the work is complete, clear debIj,s and fmish the entire site to smooth, uniform slopes presenting a neat and workmanlike appearance. Remove and dispose of all rocks brought to the surface during excavation or backfilling. 3.9 TIME AND DISTANCE OF OPEN TRENCHES A. Perform the work so that trenches will remain open the minimum time required to accomplish the work. B. Do not begin trench excavating until appropriate compaction equipment is at the excavation site. C. The maximum permissible distance between backfilling/ compaction operations and the end of newly installed pipe is 200 feet (60m) in existing streets (and/or alleys) and 500 feet (l50m) in all other areas. D. The maximum distance between the newly installed pipe and the excavator is to be 100 feet (30m) in existing streets (andlor alleys) and 200 feet (60m) in all other areas. E. For each work group consisting ofa trench excavator, a pipe laying crew, and a backfilling/compacting crew, the maximum allowable open ditch at any time is 300 feet (90m) in existing streets (andlor alleys) and 700 feet (210m) in all other areas. F. The maximum distance behind the end of the new pipe is 1,500 feet (460m) for gravel surfacing replacement, base placement or pavement replacement PART 4: MEASUREMENT AND PAYMENT 4. 1 GENERAL A. The following items constitute pay items for the work covered under this section. Payment for these items is full compensation for providing all materials, tools, labor and equipment necessary to complete the item and all incidental work related thereto, whether specifically mentioned herein or not Section 02221 TRENCH EXCAVATION AND BACKFILL FOR PIPELINES & APPURTENANT STRUCTURES Page 14 of16 I C' I I I I I I I I I I I I I I .; I I I ,I I I I I I I I I I I I I I I I,.. r' I. 4. 3 4.4 4.5 4. 2 TRENCH EXCA VA TION AND BACKFILL A. No separate measurement and payment is made for TRENCH EXCA V A TION AND BACKFILL. Include all costs for this item in the unit price bid for pipe, complete in-place. B. The upper limit of the TRENCH EXCAVATION AND BACKFILL item is defined as the top of sub grade. Details of the various types of surface restoration are found in the contract documents. y. TYPE I AND SELECT TYPE 1 PIPE BEDDING A. Include approved material for Type 1 and Select Type 1 Pipe Bedding in the pipe installation price. No measurement or additional payment is made for furnishing or placing Type 1 and Select Type 1 Pipe Bedding materials. TYPE 2 PIPE BEDDING A. Approved material for Type 2 Pipe Bedding to replace soft or unsuitable material, is measured in cubic yards (cubic meters) of material furnished, in-place, for the depth directed. B. Payment for Type 2 Pipe Bedding is made at the contract unit price bid per cubic yard (cubic meter), which includes furnishing, placing and compacting the Type 2 Bedding material as specified and all other work necessary or incidental for completion of the item. C. Payment quantity is based upon an excavation width of2.0 feet (0.6m) plus the outside pipe diameter with a minimum payment width of 3.5 feet (I. 1m). D. If Type 2 Bedding is placed without the engineer's authorization, the Type 2 Bedding is a construction expedient solely for the contractor's convenience and no payment for Type 2 Bedding is made. E. Payment will be made under: Type 2 Pipe Bedding - Per Cubic Yard (Cubic Meter). IMPORTED BACKFILL MATERIAL A. When satisfactory backfill material is not available within the project limits, backfill material imported from borrow sources outside the limits of the project site are measured in cubic yards of material furnished, in place (compacted), for the depth directed by the Engineer. Section 0222] TRENCH EXCAVATION AND BACKFILL FOR PIPELINES & APPURTENANT STRUCTURES Page 15 of 16 B. The trench width for measurement and payment is 2.0 feet (0.6m) plus the outsid pipe diameter, with a minimum payment width of 3.5 feet (1.1 m), measured between vertical planes for the depth required. C. Payment for imported backfill material is made at the contract unit price bid per cubic yard, which includes furnishing, placing, and compacting the backfill material as specified and all other work necessary or incidental for completion of the item. D. No separate measurement and payment is made for this item when, in the engineer's opinion, suitable surplus material is available within the project limits, in which case all costs for this item are to be included in the unit price bid for pipe, complete in-place. E. Payment for Imported Backfill will be made only if the Engineer determines surplus material is not available within the project limits. F. Payment is made under: Imported Backfill Material ~Per Cubic Yard (Cubic Meter). 4. 6 EXPLORATORY EXCAVATION A. Measurement of this item is made for the actual time, to the nearest one-half hour, for which the equipment and personnel are used and authorized by the Engineer for actual exploratory excavation and backfilling operations, including standby time between excavation and backfilling, to allow the Engineer to survey the underground utility. B. Payment is made at the contract unit price bid per hour, which includes providing the equipment on-site, with operator and fuel. 'Where exploratory excavation is outside of planned excavation limits, payment also includes any time required for compaction of the backfill, if necessary. C. Surfacing repair will be paid separately, if required. D. Payment will be made under: Exploratory Excavation ~ Per Hou!. END OF SECTION Section 02221 TRENCH EXCA V A nON AND BACKFILL -./ FOR PIPELINES & APPURTENANT STRUCTURES Page 16 ofJ6 I (,I ........: I I I I I I I .1 I I I I I I .1 I I I I I I I I I I I I I I I I I I I I I SECTION 02230 SITE CLEARING PART 1- GENERAL 1.1 RELATED DOCUMENTS 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 the following: 1. Protecting existing trees and vegetation to remain. 2. Removing trees and other vegetation. 3. Clearing and grubbing. 4. Topsoil stripping. 5. Removing above-grade site improvements. 6. Disconnecting, capping or sealing, and abandoning site utilities in place. 7. Disconnecting, capping or sealing, and removing site utilities. B. Related Sections include the following: 1. Division 1 Section "Field Engineering" for verifying utility locations and for recording field measurements. 2. Division 1 Section "Temporary Facilities and Controls" for temporary utilities, temporary construction and support facilities, temporary security and protection facilities, and environmental protection measures during site operations. 3. Division 2 Section "Excavation, Embankment & Compaction" for soil materials, excavating, backfilling, and site grading. 4. Division 2 Section "Seeding" for finish grading, including placing and preparing topsoil for lawns and planting. 1.3 DEFINITIONS A. Topsoil: Natural or cultivated surface-soil layer containing organic matter and sand, silt, and clay particles; friable, pervious, and black or a darker shade of brown, gray, or red than underlying subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects more than 2 inches (50 mm) in diameter; and free of weeds, roots, and other deleterious materials. SITE CLEARING 02230-1 1.4 1.5 1.6 1.7 MATERIALS OWNERSHIP I I I I I I I I I I I I I I I I I I I A. Except for materials indicated to be stockpiled or to remain Owner's property, cleared materials shall become Contractor's property and shall be removed from the site. Any excess topsoil will remain the property of the Owner and be left in stockpiles at locations designated by the Owner. Any excess excavated material will remain the property of the Owner and be left in stockpiles at locations designated by the Owner. SUBMITTALS A. Photographs or videotape, sufficiently detailed, of existing conditions of trees and plantings, adjoining construction, and site improvements that might be misconstrued as damage caused by site clearing. B. Record drawings according to Division 1 Section "Closeout Procedures." 1. Identify and accurately locate capped utilities and other subsurface structural, electrical, and mechanical conditions. QUALITY ASSURANCE A. Pre-installation Conference: Conduct conference at Project site to comply with requirements in Division 0 and Division I. PROJECT CONDITIONS A. Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site-clearing operations. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. 2. Provide alternate routes around closed or obstructed traffic ways if required by authorities having jurisdiction. B. Improvements on Adjoining Property: Work on adjoining properties is not included in the scope of this project. c. Salvageable Improvements: Carefully remove items indicated to be salvaged and store on Owner's premises where indicated. D. Notify utility locator service for area where Project is located before site clearing. SITE CLEARING 02230-2 I I I I I I I I I I I I I I I I I I I PART 2 - PRODUCTS 2.] SOIL MATERIALS A. Satisfactory Soil Materials: Requirements for satisfactory soil materials are specified in Division 2 Section "Excavation, Embankment and compaction." 1. Obtain approved borrow soil materials off-site when satisfactory soil materials are not available on-site. PART 3 - EXECUTION 3.1 PREPARATION A. Protect and maintain benchmarks and survey control points from disturbance during construction. B. Provide erosion-control measures to prevent soil erosion and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways. C. Locate and clearly flag trees and vegetation to remain or to be relocated. D. Protect existing site improvements to remain from damage during construction. 1. Restore damaged improvements to their original condition, as acceptable to Owner. 3.2 TREE PROTECTION A. Erect and maintain a temporary fence around drip line of individual trees or around perimeter drip line of groups of trees to remain. Remove fence when construction is complete. 1. Do not store construction materials, debris, or excavated material within drip line of remaining trees. 2. Do not permit vehicles, equipment, or foot traffic within drip line of remaining trees. B. Do not excavate within drip line oftrees, unless otherwise indicated. C. Where excavation for new construction is required within drip line of trees, hand clear and excavate to minimize damage to root systems. Use narrow-tine spading forks, comb soil to expose roots, and cleanly cut roots as close to excavation as possible. 1. Cover exposed roots with burlap and water regularly. 2. Temporarily support and protect roots from damage until they are permanently relocated and covered with soil. SITE CLEARING 02230-3 3.3 3. Coat cut faces of roots more than 1-1/2 inches (38 mm) in diameter with an emulsified asphalt or other approved coating formulated for use on damaged plant tissues. 4. Cover exposed roots with wet burlap to prevent roots from drying out. Backfill with soil as soon as possible. D. Repair or replace trees and vegetation indicated to remain that are damaged by construction operations, in a manner approved by Engineer. 1. Employ a qualified arborist, licensed in jurisdiction where Project is located, to submit details of proposed repairs and to repair damage to trees and shrubs. 2. Replace trees that cannot be repaired and restored to full-growth status, as determined by the qualified arborist. E. Transplant trees and vegetation indicated to be relocated to the location designated by the Engineer, in a manner approved by Engineer. 1. Employ a qualified arborist or landscaping expert, licensed in jurisdiction where Project is located, to transplant trees and shrubs. 2. Operation shall be completed in such manner as to protect the root wad of the tree or other vegetation. UTILITIES A. Owner will arrange for disconnecting and sealing indicated utilities that serve existing structures before site clearing when requested by Contractor. 1. Verify that utilities have been disconnected and capped before proceeding with site clearing. B. Locate, identify, disconnect, and seal or cap off utilities indicated to be removed. 1. Owner will arrange to shut off indicated utilities when requested by Contractor. 2. Arrange to shut off indicated utilities with utility companies. c. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Engineer not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Engineer's written permission. D. Excavate for and remove underground utilities indicated to be removed. Delete paragraph above or below. If retaining above, coordinate removal of utilities with provisions for excavation, backfill, and compaction in Division 2 Section "Earthwork." if retaining below, coordinate with Divisions 15 and 16. SITE CLEARING 02230A I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 3.4 3.5 3.6 E. Removal of underground utilities IS included III Division 15 mechanical or Division 16 electrical Sections. CLEARING AND GRUBBING A. Remove obstructions, trees, shrubs, grass, and other vegetation to permit installation of new construction. Removal includes digging out stumps and obstructions and grubbing roots. 1. Do not remove trees, shrubs, and other vegetation indicated to remain or to be relocated. 2. Cut minor roots and branches of trees indicated to remain in a clean and careful manner where such roots and branches obstruct installation of new construction. 3. Completely remove stumps, roots, obstructions, and debris extending to a depth of 18 inches (450 mm) below exposed subgrade. 4. Use only hand methods for grubbing within drip line of remaining trees. B. Fill depressions caused by clearing and grubbing operations with satisfactory soil material, unless further excavation or earthwork is indicated. 1. Place fill material in horizontal layers not exceeding 8-inch (200-mm) loose depth, and compact each layer to a density equal to adjacent original ground. TOPSOIL STRIPPING A. Remove sod and grass before stripping topsoil. B. Strip topsoil to whatever depths are encountered in a manner to prevent intermingling with underlying subsoil or other waste materials. 1. Strip surface soil of unsuitable topsoil, including trash, debris, weeds, roots, and other waste materials. C. Stockpile topsoil materials away from edge of excavations without intermixing with subsoil. Grade and shape stockpiles to drain surface water. 1. Do not stockpile topsoil within drip line of remaining trees. 2. Dispose of excess topsoil as specified for waste material disposal. 3. Stockpile surplus topsoil and allow for respreading deeper topsoil. SITE IMPROVEMENTS A. Remove existing above- and below-grade improvements as indicated and as necessary to facilitate new construction. B. Remove slabs, paving, curbs, gutters, and aggregate base as indicated. SITE CLEARING 02230-5 1. Unless existing full-depth joints coincide with line of demolition, neatly saw-cut length of existing pavement to remain before removing existing pavement. Saw- cut faces vertically. 3.7 DISPOSAL A. Disposal: Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials, including trash and debris, and legally dispose of them off Owner's property. END OF SECTION 02230 SITE CLEARING 02230-6 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SECTION 02237 SITE PREPARATION PART ONE - GENERAL 1.1 DESCRIPTION This section covers the preparation ofthe project site for new construction within the areas designated on the plans. The work shall consist ofthe following: 1.1.1 Clearing the construction area of all plant life and vegetation from where new pond, sewer service, and sewer main construction is to occur. 1.1.2 Removing debris, rubble, etc.; 1.1.3 Rough-grading the site to provide drainage from and access to the various elements of construction; and 1.104 Stripping and stockpiling topsoil, where available, from all areas which will be disturbed by construction activities. 1.2 EXISTING UTILITIES The Contractor shall verify the locations of all underground and overhead utilities on and adjacent to the site and shall provide all means necessary to protect the utilities from damages due to construction activities. The owners of all utilities shall be notified prior to starting work in accordance with the General Conditions. 1.3 DISPOSAL All vegetation, debris, concrete, large boulders and other undesirable material shall be removed from the site and disposed of in a disposal area approved by the Engineer. On-site disposal of debris will not be allowed. P ART TWO - EXECUTION 2.1 CLEARING AND GRUBBING The Contractor shall clear and grub all trees, brush, roots, grass and other vegetation from the construction area and dispose of them as required. Burning will not be permitted unless the Contractor can obtain a burning permit from the Montana Air Quality Division. The Contractor will be required to submit the permit to the Engineer before burning. All concrete, boulders and other surface debris shaIl be removed and disposed of by the Contractor. 2.2 SITE GRADING After the site has been cleared and grubbed, the Contractor shall rough-grade the site to provide positive drainage away from all construction elements and away from the site in such a manner that no damage to adjacent property will result from runoff. Site;: Preparation 02237-1 The site shall be graded sufficiently smooth to provide access to the various elements of construction. 2.3 TOPSOIL After clearing and grubbing have been completed, the Contractor shall remove all available topsoil from the area cleared. Topsoil will be stripped to a minimum depth of six inches and stockpiled except where otherwise noted. This stockpiled topsoil shall be placed to a depth of 6 inches on all disturbed areas. Site Preparation 02237-2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SECTION 02320 SITEWORK EXCAVATION, EMBANKMENT & COMPACTION P ART ONE - GENERAL 1.1 DESCRIPTION This section covers the construction of site earthwork including the following: · Fill to obtain minimum cover over 6" and 4" gravity mains. 1.2 QUALITY ASSURANCE 1.2.1 Field Survev and Construction Tolerances - The Engineer will provide horizontal and vertical control for earthwork as specified in the Special Provisions. The Contractor shall provide all additional surveys for line, grade and structural location. Construction tolerances shall be as specified in the Special Provisions. 1.2.2 Compaction - Specified percentages of compaction shall be the percentage of maximum density as specified in the Special Provisions. The Engineer will conduct density tests to systematically measure the degree of compaction during the construction of embankment. Testing frequencies are outlined in the Special Provisions. Measurements will be based on the moisture density curves from samples tested by a certified laboratory. The Contractor shall be responsible to obtain material sample, transport samples to the laboratory, and pay for the laboratory tests. When, in the opinion ofthe Engineer, the field soil conditions differ from those represented by the curve, a new moisture density curve will be prepared and all subsequent compaction testing will be based on the results of the new curve. P ART TWO - MATERIALS 2.1 EMBANKMENT MATERIAL Materials for the cover over the gravity mains shall be obtained from on-site excavations. Embankment material shall be free of organic debris and deleterious material with no rocks greater than eight inches. P ART THREE - INST ALLA TION 3.1 EXCA V ATION AND EMBANKMENT 3.1.1 General - All site work excavation and embankment shall consist of the excavation and embankment or disposal of any and all material regardless of type or nature obtained within the construction limits designated on the Plans. Sitework Excavation, Embankment & Compaction 02320-1 3.1.2 Clearing and Grubbing ~ Prior to beginning excavation, grading and embankment operations, all vegetation, debris, sludge and other unsuitable embankment material shall be removed and disposed of in a manner approved by the Engineer or designated by Section 02237 ofthe Technical Specifications. Topsoil shall be stripped and stockpiled. 3.1.3 Line and Grade Control ~ Prior to beginning excavation, grading and embankment operations, the Contractor shall perform all necessary surveys for control of line and grade and establish firm and protected monuments for reference throughout the construction period. A sufficient number of such monuments shall be provided throughout the work to permit verification of the work within the tolerances specified. 3.1.4 Excavation - The Contractor shall utilize excavating equipment appropriate for the work being performed. The method of excavation shall be the Contractor's responsibility. All methods and equipment used shall result in finished work meeting the construction tolerances specified. No work shall be performed beyond the construction limits without prior written approval from the adjoining landowner. 3.1.5 Embankments - Embankment shall be constructed of material excavated from on-site. Embankment material shall consist of material free of vegetation and other organic matter. Embankments for the gravity pipe cover shall not exceed a loose lift thickness of ten inches. Embankment material shall not be excessively dry or wet when placed. If necessary, the Contractor shall manipulate the material as required to assure that compaction will be performed at or near the optimum moisture content given in the moisture density curve. 3.1.6 Embankment Compaction - Compaction equipment shall be suitable to perform the work and achieve the specified results. Compaction shall be completed entirely across each layer of embankment, commencing at the sides and progressing toward the center, overlapping each preceding pass by approximately one-half the width of the compaction equipment. The Contractor shall control the operation of compaction equipment to prevent damage to previously completed work including adjacent structures, pipelines and previously completed layers of embankment. Compaction shall be suspended and modified as required whenever evidence of pumping or unconsolidation of underlying work is observed. Embankments shall be uniformly compacted to the densities required in the Special Provisions. 3.3 TESTING The Engineer will make periodic tests for compaction according to the schedule detailed in the Special Provisions. Tests shall be evenly and randomly distributed. The Engineer reserves the right to request more extensive testing if materials, moisture, compaction equipment or other procedures change during embankment placement. Sitework Excavation, Embankment & Compaction 02320-2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SECTION 02536 SEMI-POSITIVE DISPLACEMENT TYPE GRINDER PUMP STATION PART 1 - GENERAL 1. SECTION INCLUDES A. Work under this section includes, but is not limited to, furnishing and installing a factory built grinder pump service station and service lateral as indicated on the project drawings, herein specified, as necessary for proper and complete performance. Specifically the work includes the installation of a grinder pump system and service connection to the pressure service pipe. 1.1. REFERENCES A. Publications listed below form part of this specification to extent referenced in the text by basic designation only. Consult latest edition of publication unless otherwise noted. 1. National Electric Code (NEC)/National Electrical Manufacturers Assoc. (NEMA) a. NEC National Electric Code. b. NEC 701 National Electric Code article 701. c. NEMA Std MG 1 Motors and Generators. 1.2. SYSTEM DESCRIPTION A. The Contractor shall furnish complete factory-built and tested Grinder Pump Station(s), each consisting of grinder pump(s) suitably mounted in a basin constructed of fiberglass or high density polyethylene (HDPE), electrical quick disconnect (NEMA 6P), pump removal system, shut-off valve, anti-siphon valve, and check valve assembled within the basin, electrical alarm/disconnect panel, and all necessary internal wiring and controls. For ease of serviceability, all pump motor/grinder units shall be of like type and horsepower throughout the system. C. Factory built pump station design, including materials of construction, pump features, valves and piping, and motor controls shall be in accordance with requirements listed under PART 2 - PRODUCTS ofthis section. 1.3. PERFORMANCE CRITERIA A. The pumps shall be capable of delivering 15 GPM against a rated total dynamic head of o feet (0 PSIG) and 9 GPM against a rated total dynamic head of 138 feet (60 PSIG). The prunp(s) must also be capable of operating at negative total dynamic head without overloading the motor(s). Under no conditions shall in-line piping or valving be allowed to create a false apparent head. City of Bozeman Landfill - Sewer Improvements Grinder Pump Station 02536-] B. Site power available to the pump stations is l20V single-phase residential service. The Contractor will install necessary breakers, conduit, service cable, and appurtenances to provide electrical service from the Landfill shop's power supply to the pumping station. Two circuits are required, one for the pump and one tor the alarms. All electrical work shall comply with local, state and federal electrical codes. The Contractor will be responsible for obtaining the electrical pennit for the work. 104. SUBMITTALS A. Product Data 1. Prior to fabrication, Manufacturer shall submit 6 copies of submittal data for review and approval. 2. Submittal shall include shop drawings, electrical ladder logic drawings, and support data as follows: Catalog cuts sheets reflecting characteristics for major items of equipment, materials of construction, major dimensions, motor data, pump characteristic curves showing the design duty point capacity (GPM), head (FT), and hydraulic brake horsepower (BHP). Electrical components used in the motor branch and liquid level control shall be fully described. 3. Shop drawings shall provide layout of mechanical equipment. Pipe penetrations and station access clearances shall be dimensioned relative to the station centerline. The electrical ladder logic drawings shall illustrate motor branch and liquid level control circuits to extent necessary to validate function and integration of circuits to form a complete working system. 4. Manufacturer's installation instructions shall be included in the submittal. 5. Operation & maintenance manuals shall be included in the submittal. 6. Warranty documentation shall be included in the submittal. 7. A minimum of three references shall be provided with the submittal. References shall include the community, number and type of units in the referenced project, and name and telephone number of the utility owner's contact person. B. Operation & Maintenance Manuals 1. Installation shall be in accordance with written instructions provided by the Manufacturer. Comprehensive instructions supplied at time of shipment shall enable personnel to properly operate and maintain all equipment supplied. Content and instructions shall assume operating personnel are familiar with pumps, motors, piping and valves, but lack experience on exact equipment supplied. 2. Documentation shall be specific to the pump unit supplied and collated in City of Bozeman LandtiIl- Sewer Improvements Grinder Pump Station 02536-2 I I I I I I I I I I I I I I I I I I I I I I I I I I 'I I I I I I I I I I I I functional sections. Each section shall combine to form a complete system manual covering all aspects of equipment supplied by the station manufacturer. Support data for any equipment supplied by others, even if mounted or included in overall station design, shall be provided by those supplying the equipment. Instructions shall include the following as a minimum: a. Functional description of each major component, complete with operating instructions. b. Instructions for operating pumps and pump controls in all modes of operation. c. Calibration and adjustment of equipment for initial start-up, replacement of level control components, or as required for routine maintenance. d. Support data for commercially available components not produced by the station manufacturer, but supplied in accordance with the specifications, shall be supported by literature from the prime manufacturer and incorporated as appendices. e. Electrical schematic diagram of the pump station circuits shall be in accordance with NFP A 70. Schematics shall illustrate, to the extent of authorized repair, pump motor branch, control and alarm system circuits including interconnections. Wire numbers and legend symbols shall be shown. Schematic diagrams for individual components, not nonnally repairable by the station operator, need not be included. Details for such parts shall not be substituted for an overall system schematic. Partial schematics, block diagrams, and simplified schematics shall not be provided in lieu of an overall system diagram. 3. Operation and maintenance instructions which rely on vendor cut-sheets and literature which include general configurations, or require operating personnel to selectively read portions of the manual shall not be acceptable. Operation and maintenance instructions must be specific to equipment supplied in accordance with these specifications. 1.5. QUALITY ASSURANCE A. Upon request from the Engineer, the Manufacturer shall prove financial stability and ability to produce the station within the specified delivery schedules. Evidence of facilities, equipment and expertise shall demonstrate the manufacturer's commitment to long-term customer service and product support. B. The manufacturers' technical representative shall inspect the completed installation, correct or supervise the correction of any defect or malfunction, and instruct operating personnel in the proper operation and maintenance of the equipment as described in Part 3 of this section. 1.6. MANUFACTURER'S WARRANTY A. The grinder pump Manufacturer shall provide a partes) and labor warranty on the City of Bozeman Landfill - Sewer Improvements Grinder Pump Station 02536-3 complete station and accessories, including, but not limited to, panel and redundant check valve, for a period of twenty-four (24) months after notice of Owner's acceptance, but no greater than twenty-seven (27) months after receipt of shipment. Any defects found during the warranty period will be reported to the Manufacturer by the Owner. The manufacturer shall be solely responsible for the warranty ofthe station and all components. A written warranty shall be submitted with shop drawings during the submittal process. B. Components failing to perform as specified by the engineer, or as represented by the manufacturer, or as proven defective in service during the warranty period, shall be replaced, repaired, or satisfactoril y modified by the manufacturer without cost of parts or labor to the owner. C. The warranty shall become effective upon the acceptance by the Owner. D. In order to unify responsibility for proper operation of the complete pumping station, it is the intent of these Specifications that all system components be furnished by a single supplier (unitary source). The grinder pumping station must be of standard catalog design, totally warranted by the manufacturer. Under no circumstances will a system consisting of parts compiled and assembled by a manufacture's representative or distributor be accepted. PART 2 - PRODUCTS 2.1 MANUFACTURER A. The specifications and project drawings depict equipment and materials which are deemed most suitable for the service anticipated. The contractor shall prepare his bid based on the specifications herein. The bidder shall submit. upon request of the Owner, a summarv noting the grinder unit manufacturer, model number, and cut sheet ofthe proposed unit. Award of a contract shall constitute an obligation to furnish the specified equipment and materials. B. The equipment proposed must be equal in construction and performance to that specified herein and the quality must be demonstrated by a list of current users ofthe proposed equipment in similar installations. 2.2 COMPONENTS A. PUMP: The pump shall be a custom designed, integral, vertical rotor, motor driven, solids handling pump of the progressing cavity type with a single mechanical seal. The rotor shall be through-hardened, highly polished, precipitation hardened stainless steel. The stator shall be of a specifically compounded ethylene propylene synthetic elastomer. The material shall be suited for domestic wastewater service. Its physical properties shall include high tear and abrasion resistance, grease resistance, water and City of Bozeman Landfill ,.. Sewer Improvements Grinder Pump Station 02536-4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I detergent resistance, temperature stability, good aging properties, and outstanding wear resistance. B. GRINDER: The grinder shall be placed immediately below the pumping elements and shall be direct-driven by a single, one-piece stainless steel motor shaft. The grinder impeller assembly shall be securely fastened to the pump motor shaft. The grinder will be of the rotating type with a stationary hardened and ground stainless steel shredding ring spaced in accurate close annular alignment with the driven impeller assembly, which shall carry two hardened type 400 series stainless steel cutter bars. This assembly shall be dynamically balanced and operate without objectionable noise or vibration over the entire range of recommended operating pressures. The grinder shall be constructed so as to eliminate clogging and jamming under all normal operating conditions including starting. Sufficient vortex action shall be created to scour tank free of deposits or sludge banks which would impair the operation of the pump. These requirements shall be accomplished by the following, in conjunction with the pump: a. The grinder shall be positioned in such a way that solids are fed in an upward flow direction. b. The inlet shroud shall have a diameter no less than 5 inches. c. At maximum flow rate through the cutting mechanism must not exceed 4 feet per second. d. The impeller mechanism must rotate at a nominal speed of no greater than 1800 rpm. The grinder shall be capable of reducing all components in normal domestic sewage, including a reasonable amount of "foreign objects", such as paper, wood, plastic, glass, rubber and the like, to finely-divided particles which will pass freely through the passages of the pump and the 1-114" diameter sls discharge piping. C. ELECTRIC MOTOR: As a maximum, the motor shall be a 1 HP, 1725 RPM, 240 V oIt 60 Hertz, 1 Phase, capacitor start, ball bearing, squirrel cage induction type with a low starting current not to exceed 30 amperes and high starting torque of 8.4 foot pounds. Inherent protection against running overloads or locked rotor conditions for the pump motor shall be provided by the use of an automatic-reset, integral thermal overload protector incorporated into the motor. This motor protector combination shall have been specifically investigated and listed by Underwriters Laboratories, Inc., for the application. D. MECHANICAL SEAL: The core shall be provided with a mechanical shaft seal to prevent leakage between the motor and pump. The seal shall have a stationary ceramic seat and carbon rotating surface with faces precision lapped and held in position by a stainless steel spring. E. TANK AND INTEGRAL ACCESSW A Y High Density Polyethylene Construction: The tank shall be made of high density polyethylene, with a melt index of2.0 grams/1 0 minutes or lower to assure high environmental stress cracking resistance. Corrugated sections are to be made of a double wall construction with the internal wall being generally smooth to promote scouring. Corrugations of outside wall are to be of minimum amplitude of 1 1/2" to provide necessary transverse stiffness. Any incidental sections of a single wall construction are to be a minimum .250 inch thick. All seams City of Bozeman Landfill - Sewer Improvements Grinder Pump Station 02536-5 created during tank construction are to be thermally welded and factory tested for leak tightness. Tank wall and bottom must withstand the pressure exerted by saturated soil loading at maximum burial depth. All station components must function normally when exposed to maximum external soil and hydrostatic pressure. The tank shall be furnished with one EPDM grommet (4" DWV or SCH 40) fitting to accept a 4.50" 00 DWV pipe. Tank capacities shall be as shown on the contract details or standard drawings. The accessway shall be an integral extension of the wet well assembly and include a tamper-proof cover assembly providing low profile mounting and watertight capability. Accessway design and construction shall enable field adjustment of station height in increments of 4" or less. The station shall have all necessary penetrations molded in and factory sealed. No field penetrations shall be acceptable. All discharge piping shall be constructed of 304 Series Stainless Steel and terminate outside the accessway bulkhead with a stainless steel, 1 1/4 inch female NPT fitting. The discharge piping shall include a stainless steel ball valve rated for 200 psi WaG. The bulkhead penetration shall be factory installed and warranted by the manufacturer to be watertight. The accessway shall include a single NEMA 6P electrical quick disconnect for all power and control functions, factory installed with accessway penetrations warranted by the manufacturer to be watertight. The accessway shall also include a 2" PVC vent to prevent sewage gases from accumulating in the tank. F. CHECK VALVE: The pump discharge shall be equipped with a factory installed, gravity operated, flapper-type integral check valve built into the stainless steel discharge piping. The check valve will provide a full-ported passageway when open, and shall introduce a friction loss of less than 6 inches of water at maximum rated flow. Working parts will be made of a 300 series stainless steel and fabric reinforced synthetic elastomer to ensure corrosion resistance, dimensional stability, and fatigue strength. A non-metallic hinge shall be an integral part of the flapper assembly providing a maximum degree of freedom to assure seating even at a very low back pressure. The valve body shall be an injection molded part made of glass :filled PVe. The grinder pump station shall also include one separate check valve for installation in the I 1/4" service lateral between the grinder pump station and the sewer main, preferably next to the curb stop. G. CORE UNIT: The Grinder Pump Station shall have cartridge type easily removable core assemblies containing pump, motor, grinder, all motor controls, check valve, anti- siphon valve, electrical quick disconnect and wiring. The watertight integrity of each core unit shall be established by 100% factory test at a minimum of 5 PSIG. H. CONTROLS: All necessary controls shall be located in the top housing of the core unit. The top housing will be attached with stainless steel fasteners. City of Bozeman Landfill - Sewer Improvements Grinder Pump Station 02536-6 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Non-fouling wastewater level detection for controlling pump operation shall be accomplished by monitoring the pressure changes in an integral air-bell level sensor connected to a pressure switch. The level detection device shall have no moving parts in direct contact with the wastewater. High-level sensing will be accomplished in the manner detailed above by a separate air-bell sensor and pressure switch of the same type. To assure reliable operation of the pressure sensitive switches, each core shall be equipped with a breather assembly, complete with a suitable means to prevent accidental entry of water into the motor compartment. The grinder pump will be furnished with a length of 6 conductor 14 gauge, type SJOW cable, pre-wired and watertight to meet UL requirements. 1. ALARM/D IS CONNECT PANEL: Each grinder pump station shall include a NEMA 4X, UL liste""iLARM/DISCONNECT PANEL suitable for wall or pole mounting. The NEMA ,-L>: enclosure shall be manufactured ofthermoplastic to assure corrosion resistance. The enclosure shall include a hinged, padlockable cover, secured dead front and component knockouts. The enclosure shall not exceed 9.38"W x 11.5"H x 5.63 "D. For each em::, the panel shall contain one (1) - 15 amp, double pole circuit breaker for the powe; ::ircuit and one (1) 15 amp single pole circuit breaker for the alarm circuit. The pane. shall contain terminal blocks, integral power bus, push to run feature and a complete alarm circuit. The Alann/Disconnect Panel shall include the following features: audio & visual alarm, push to run switch, and high level (redundant) pump starting control. The alarm sequence is to be as follows: a. When liquid level in the sewage wet well rises above the alarm level, visual and audio alarms will be activated. The contacts on the alarm pressure switch will close. The redundant pump starting system will be energized. b. The audio alarm may be silenced by means of the externally mounted, push-to- silence button. c. Visual alarm remains illuminated until the sewage level in the wet well drops below the "off' setting of the alarm pressure switch. The visual alarm lamp shall be inside a red fluted lens at least 25/8" in diameter and 1 11/16" in height. Visual alarm shall be mounted to the top ofthe enclosure in such a manner as to maintain NEMA 4X rating. For duplex units, in addition to the above, two high level indicator lights shall be mounted behind the access cover. During a high level alarm condition the appropriate light will illuminate to indicate which pump core requires servicing. The audio alarm shall be a printed circuit board in conjunction with an 86 dB buzzer with quick mounting terminal strip mounted in the interior of the enclosure. The audio alarm shall be capable of being deactivated by depressing a push-type switch which is encapsulated in a weatherproof silicone boot and mounted on the bottom of the enclosure. City of Bm:eman Landfill - Sewer Improvements Grinder Pump Station 02536-7 The entire Alann/Disconnect Panel as manufactured, shall be listed by Underwriters Laboratories, Inc. J. ELECTRICAL SERVICE: Electrical service shall be provided from the residence or business to be served by the grinder pump unit. All components, including breakers, fuses, conduit, wire, etc, shall meet all local state and federal codes. K. SERVICEABILITY: The grinder pump core unit shall have two lifting hooks complete with nylon lift-out harness connected to its top housing to facilitate easy core removal when necessary. All mechanical and electrical connections must provide easy disconnect accessibility for core unit removal and installation. A push-to-run feature will be provided for field trouble shooting. All motor control components shall be mounted on a readily replaceable bracket for ease offield service. L. OHSA CONFINED SPACE: All maintenance tasks for the grinder pump station must be possible without entry of the grinder pump station (as per OHSA 1910.146 Permit- required confined spaces). "Entry means the action by which a person passes through an opening into a permit-required confined space. Entry includes ensuing work activities in that space and is considered to have occurred as soon as any part of the entrant's body breaks the plane of an opening into the space. " M. SAFETY: The Grinder Pump shall be free from electrical and fire hazards as required in a residential environment. As evidence of compliance with this requirement, the completely assembled and wired Grinder Pump Station shall be listed by Underwriters Laboratories, Inc., to be safe and appropriate for the intended use. The grinder pump shall meet accepted standards for plumbing equipment for use in or near residences, shall be free from noise, odor, or health hazards, and shall have been tested by an independent laboratory to certify its capability to perform as specified in either individual or low pressure sewer system applications. As evidence of compliance with this requirement, the grinder pump shall bear the seal ofNSF International. N. SERVICE LATERAL KIT: The Contractor shall furnish complete service lateral fitting kits (including piping) each consisting of one (1) male adapter for attachment to the station and one (1) combination curb stop/check valve assembly with curb box. All components shall incorporate pack joint type compression fittings with insert stiffeners for easy, reliable installation of piping. All fittings and valves shall be rated for 150 psi service. Completed assembly shall be as provided by the grinder pump unit manufacturer. The contractor shall provide the necessary fittings to connect the service lateral to either the 6" PVC gravity sewer main as shown on the project plan sheets. a)Brass Components All brass valve and fitting components are to meet ASTM specification B62-63- B505Q and the A WW A Standard C800 and conform to ANSI B 16.26. Components shall be made from brass alloy CDA 89520. All brass components shaH be individually tested with internal air pressure of 150 min. psi. Manufacturer shall provide a Certificate ofConforn1ance upon request. City of Bozeman Landfill - Sewer Improvements Grinder Pump Station 02536-8 I I I I I I I I I I I I I I I I I I I I I I I I I I I I .1 I I I I I I I I I All pipe connections shall be made using pack joint connections including a Buna- N beveled gasket for sealing to the outside diameter of the pipe. A split clamp locking device with stainless steel hardware shall be integrated into all connection fittings to securely restrain the pipe from hydraulic pressure and extemalloading caused by shifting and settling. Stainless steel insert stiffeners shall be provided for all pack joint connection fittings to be used with HDPE pipe. Brass valves shall be pressure tight in both directions with integral stops at the fully- closed and fully-open positions. The tee-head and stem shall be constructed of a single, solid piece to assure reliable operation. The stem shall be secured into the valve body using either a bronze or plastic ring. Buna-N O-rings shall be used to provide a redundant, watertight seal on the stem. A spherical, fluorocarbon-coated brass ball shall be supported in molded, Buna-N rubber seats to provide watertight seals in either direction, as well as maximum flow capacity and ease of operation. Valves shall be designed to withstand a working pressure ofi 50 psi minimum. b) Check Valves Check Valves shall be injection molded from noncorroding, glass fiber reinforced PVC for durability. The check valve flapper shall include a non-fouling, integral hinge made from fabric reinforced synthetic elastomer to assure corrosion resistance, dimensional stability, fatigue strength and trouble free operation. The check valve will provide a full-ported passageway and shall introduce a friction loss ofless than 6 inches ofwater at maximum rated flow. A nonmetallic hinge shall be an integral part of the flapper assembly providing a maximum degree of freedom to assure seating at low back pressure. c) Curb Boxes Curb boxes shall be constructed of cast iron and steel pipe. All components shall be heavily coated with asphalt paint to assure durability in the ground. Curb boxes shall provide 12" of height adjustment downward (shorter) from their extended height. d) High Density Polyethylene Pipe Pipe shall be high performance, high molecular weight, high density polyethylene pipe with a minimum pressure rating of 100 PSI. The pipe material shall be a Type III, Class C, Category 5, P34 material as described in ASTM D 1248. Minimum cell classification values of the pipe material shall be 3 4 5 4 3 4 C as referenced in ASTM D 3350 - 84. The density shall be 0.941 - 0.957 gms/cm3 when tested in accordance with ASTM D 1505. Melt Flow shall be no greater than 0.15 gms/l0 min. when tested in accordance with ASTM D 1238 - Condition E. (Melt Flow shall be no greater than 4.0 gms/1 0 min. when tested in accordance with ASTM D 1238 - Condition F.) Flexural Modulus shall be 110,000 psi to less than 160,000 psi when tested in accordance with ASTM D 790. Tensile strength at yield shall be 3,200 psi to less than 3,500 psi when tested in accordance with ASTM D 638. Environmental Stress Crack Resistance shall be in excess of 5,000 hours with zero failures when tested in accordance with ASTM D 1693 - Condition C. Hydrostatic Design Basis shall be 1,600 psi at 230C when tested in accordance with ASTM D 2837. 3.0 EXECUTION City of Bozeman Landfill - Sewer Improvements Grinder Pump Station 02536-9 A. FACTORY TEST: Each grinder pump shall be submerged and operated for 5 minutes (minimum). Included in this procedure will be the testing of all ancillary components such as, the anti-siphon valve, check valve, discharge line, level sensors and each unit's dedicated controls. All factory tests shall incorporate each of the above listed items. Actual appurtenances and controls which will be installed in the field, shall be particular to the tested pump only. A common set of appurtenances and controls for all pumps will not be acceptable. Certified test results shall be available upon request showing the operation of each grinder pump at two (2) different points on its curve, with the maximum pressure no less than 60 psi. The ENGINEER reserves the right to inspect such testing procedures with representatives of the OWNER, at the GRINDER PUMP MANUFACTURER'S facility. All completed stations shall be factory leak: tested to assure the integrity of all joints, seams and penetrations. All necessary penetrations such as inlets, discharge fittings and cable connectors shall be included in this test along with their respective sealing means (grommets, gaskets etc.). All service lateral assemblies are to be 100% hydrostatically tested to 150 psi in the factory. B. DELIVERY: All Grinder Pump units will be delivered to the job site, 100% completely assembled, including testing, ready for installation. Grinder pump units will be individually mounted on wooden pallets. Pipe shall be stored on clean, level ground to prevent undue scratching or gouging of the pipe. If the pipe must be stacked for storage, such stacking should be in accordance with the pipe manufacturer's recommendations. The pipe should be handled in such a manner that it is not damaged by being dragged over sharp objects or cut by chokers or lifting equipment. Segments of pipe having cuts or gouges in excess of 10% of the wall thickness of the pipe shall be cut out and removed. The undamaged portions of the pipe shall be rejoined using the butt fusion j oining method. Sections of polyethylene pipe should be joined into continuous lengths on the job site above ground. The joining method shall be the butt fusion method and shall be performed in strict accordance with the pipe manufacturer's recommendations. The butt fusion equipment used in the joining procedure shall be capable of meeting all conditions recommended by the pipe manufacturer, including, but not limited to, fusion temperature, alignment and fusion pressure. Fused segments of pipe shall be handled so as to avoid damage to the pipe. When lifting fused sections of pipe, chains or cable-type chokers should be avoided. Nylon slings are preferred. Spreader bars should be used when lifting long, fused sections. Care should be exercised to avoid cutting or gouging the pipe. C. GRINDER PUMP UNIT INSTALLATION: Earth excavation and backfill are specified under SITE WORK, but are also to be done as a part ofthe work under this section, including any necessary sheeting and bracing. City of Bozeman Landfill - Sewer Improvements Grinder Pump Station 02536.10 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I The CONTRACTOR shall be responsible for handling ground water to provide a firm, dry sub grade for the structure, and shall guard against flotation or other damage resulting from general water or flooding. The Grinder Pump Stations shall not be set into the excavation until the installation procedures and excavation have been approved by the ENGINEER. Remove packing materia1. Users' instructions must be given to the Owner. Hardware supplied with the unit, if required, will be used at installation. The basin will be supplied with a standard 4" inlet grommet (4.50" OD) for connecting the incoming sewer line. Appropriate inlet piping must be used. The basin may not be dropped, rolled or laid on its side for any reason. Installation shall be accomplished so that 1" to 4" of accessway, below the bottom of the lid, extends above the finished grade line. The finished grade shall slope away from the unit. The diameter of the hole must be large enough to allow for the concrete anchor. A 6" inch (minimum) layer of naturally rounded aggregate, clean and free flowing, with particle size of not less than 1/8" or more than 3/4" shall be used as bedding material under each unit. The electrical enclosure shall be furnished, installed and wired to the Grinder Pump Station by the Contractor. An alarm device is required on every installation; there shall be NO EXCEPTIONS. The Engineer will coordinate with the individual property owner(s) to determine the optimum location for the "Alarm/Disconnect Pane1." The Contractor shall mount the alarm device in a conspicuous location, as per national and local codes. The Alarm/disconnect Panel will be connected to the Grinder Pump Station by a length of six (6) conductor 12 gauge TC type cable as shown on the contract drawings. The power and alarm circuits must be on separate power circuits. The Contractor shall retain a licensed electrical contractor to install electrical service from the residence or business electrical panel to the control box. D. SERVICE LATERAL INSTALLATION: The trench and trench bottom should be constructed in accordance with ASTM 0 2321 - Section 7. Embedment materials shall be Class I, Class II or Class III materials as defined in ASTM 0 2321 - Section 6. Bedding ofthe pipe should be performed in accordance with ASTM 0 2321 - Section 8. Compaction should be as specified in ASTM D 2321. Deviations from the specified compaction shall be approved by the engineer. Haunching and initial backfill should be as specified in ASTM D 2321 - Section 9 using Class I, Class II or Class III materials. Materials used and compaction shall be as specified by the engineer. In cases where a compaction of specified Standard Proctor Density is not attainable, the engineer may wish to increase the SDR of the pipe to provide adequate stiffness. ASTM 0 2321 - Section 11.2, Minimum Cover for Load Application, Section 11.3, Use of Compaction Equipment and Section 11.4, Removal of Trench Protection, shall apply unless directed otherwise by the engineer. City of Bozeman Landfill Sewer Improvements Grinder Pump Station 02536- I 1 TIle pressure service lateral shall be hydrostatically tested upon completion. The test shall be completed from the main connection and shall test to the interior valve at the grinder unit. The line shall be filled with water and pressurized to 100 PSI. The line shall maintain the test pressure for a minimum of 30 minutes. E. START-UP AND FIELD TESTING: The Manufacturer shall provide the services of qualified factory-trained technician(s) who shall inspect the placement and wiring of each station, perform field tests as specified herein, and instruct the Owner's personnel in the operation and maintenance of the equipment before the stations are accepted by the Owner. All equipment and materials necessary to perform testing shall be the responsibility of the Contractor. This will include, as a minimum, a portable generator (if temporary power is required) and water in each basin. Upon completion of the installation, the authorized factory technicians will perform the following test on each station: a. Make certain the discharge shut-off valve is fully open. This valve must not be closed when the pump is operating. In some installations, there may be a val ve( s) at the street main that must also be open. b. Turn ON the alarm power circuit. c. Fill the wet well with water to a depth sufficient to verify the high level alarm is operating. Shut off water. d. Turn ON pump power circuit. Initiate pump operation to verify automatic "on/off" controls are operative. Pump should immediately turn ON. Within one (I) minute alarm light will turn OFF. Within three (3) minutes the pump will turn OFF. Upon completion of the start-up and testing, the MANUFACTURER shall submit to the ENGINEER the start-up authorization form describing the results of the tests performed for each Grinder Pump Station. Final acceptance of the system will not occur until authorization forms have been received for each pump station installed. 4.0 OPERATION AND MAINTENANCE A. SP ARE CORE: The Manufacturer will supply one (I) new spare grinder pump core, complete with all operation controls level sensors, check valve, anti-siphon valve, pump/motor unit, and grinder. B. MANUALS: The Manufacturer shall supply four (4) copies of Operation and Maintenance Manuals to the Owner, and one (1) copy of the same to the Engineer. City of Bozeman Landfill ~ Sewer Improvements Grinder Pump Station 02536-] 2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ADDENDUM SECTION 02730 SANITARY SEWER COLLECTION SYSTEM PART ONE- GENERAL Section 02730, SANITARY SEWER COLLECTION SYSTEM, of the Montana Public Works Standard Specifications, March, 2003, Fifth Edition, is referenced and included in its entirety herein. P ART TWO - AMENDMENTS, SUPPLEMENTS, CLARIFICA nONS Special provisions amending, supplementing and clarifying the above referenced specification are as follows: Delete 22.B. Concrete Pipe Part 2.2.C High Density Polyethylene (HDPE) Pipe: Add l.b. Furnish DR 7 HDPE pipe for pressure service pipe. P ART FOUR - AMENDMENTS, SUPPLEMENTS, CLARIFICATIONS Special provisions amending, supplementing, and clarifying the above referenced specification are as follows: PART 4 MEASUREMENT AND PAYMENT Delete this section in its entirety. See General Requirements for more information Sanitary Sewer Collection System 02730-1 I 1"- I I I I , I I I r~'" I I I I I I I It I I SECTION 02730 SANITARY SEWER COLLECTION SYSTEMS PART I: GENERAL 1.1 DESCRIPTION A. Furnish and install sewer pipe and fittings including manholes, service lines and other appurtenant structures as specified in the Contract and this section. Pipe strength classifications are shown on the plans, listed in the Contract Documents or specified herein. 1.2 CERTIFICA TrON BY MANUFACTURER A. Furnish a manufacturer's certification for all pipe and fittings, certifying that the pipe and fittings meet the contract requirements. 1.3 REFERENCES ASTM C14 ASTM C76 ASTM C443 ASTM C478 ASTM C655 ASTM D1784 ASTM D2241 ' ASTM D3034 ASTM F679 ASTM F714 ASTM 3350 Concrete Pipe Concrete Pipe O-ring Rubber Gaskets Precast Reinforced Concrete Manhole Sections RCP - Tongue & Groove Pipe Rigid Polyvinyl Chloride Compounds pve Pressure Pipe Polyvinyl Chloride Sewer Pipe and Fittings Large Diameter pye Pipe HDPE Pipe-Dimensions High Density Polyethylene Pipe 1.4 STANDARD DR.A.WlNGS A. Standard drawings in Appendix A applicable to this section are as follows: Standard Drawing No. 02660-2 Standard Drawing No. 02720-3 Standard Drawing No. 02720-4 Standard Drawing No. 02720':'5 Water and Sewer Main Separation Sanitary Sewer and Stonn Drain Manhole Standard Straight Manhole 48" (122 cm) Standard Manhole Showing Two Types of Cone Sections Precast Manhole Bases Typical Manhole Channel Details Standard Cast Iron Cover Standard Drawing No. 02720-6 Standard Drawing No. 02720-7 Standard Drawing No. 02720-8 Section 02730 SANITARY SEWER COLLECTION SYSTEM Page 1 of 15 Standard Drawing No.. 02720-9 Standard 24" (61 em) Cast Iron Ring Manhole Frame Nomograph for Air Testing Gravity Sewer Mains Sanitary Sewer Service Line Deep Sanitary Sewer Service Line Standard Drawing No. 02730-1 Standard Drawing No. 02730-2 Standard Drawing No. 02730-3 PART 2: PRODUCTS ..:,." 2.1 GENERAL A. Furnish sewer pipe and fittings as specified in the Contract Documents and meeting the materials and testing requirements of this Section. Furnish wye or tee branches and service line piping of the same material and design ~s the sewer pipe unless specified otherwise. Pipe strength classifications are shown on the plans and/or are listed in th.e Contract Documents. B. References made to ASTM, ANSI or AASHTO designation are the latest revision at the time of call for bids. C. Assure all pipe is clearly marked with type, class and/or thiclmess as applicable. Assure lettering is legible and permanent under normal conditions of handling and storage. D. Furnish the joint type, class, thickness designation, castings, lining, marking, testing, etc. as specified. 2.2 PIPE MA TERlALS A. Polyvinyl Chloride (PVC) Pipe 1. General a. Furnish PVC pipe produced by a continuous extrusion process, employing a prime grade oiun-plasticized polyvinyl chloride. As.sure the grade used is highly resistant to hydrogen sulfide, sulfuric acid, gasoline, oil, detergents and other chemicals found in sewage and industrial wastes. Assure the material meets "Rigid Polyvinyl Chloride Compounds", ASTM Designation D-1784 requirements. Assure the pipe has self-extinguishing flammability characteristics. Section 02730 SANITARY SEWER COLLECTION SYSTEM Page 2 of1S I C.'I I I I I I I I I I I I I I ,,J I I I I':' I I I I I I , I I I I I I I I I I I.'" ,':ll: I""". ...iiI'" I I / 2. Gravity Sewer Pipe a. Furnish gravity sewer pipe meeting one of the following requirements: 1) ASTM D-3034, "Standard Specifications for Polyvinyl Chloride Sewer Pipe and Fittings", with an SDR of 354"- 15" (10 cm - 38 em). 2) ASTM F679, T-l wall thickness (SDR35), "Standard Specifications for PVC Large DiarneterPlastic Gravity Sewer Pipe and Fittings" 18"-27"(46 em - 69 em). b. Furnish pipe having nominal 12.5 feet (3.8 meters) laying lengths, except shorter lengths may be used adj acent to manholes, lampholes or other appurtenances. Assure each pipe section is marked, as a minimum, with size, SDR, "Sewer Pipe" and Code Number. 3. Pressure Sewer Pipe a. Furnish pressure sewer pipe meeting ASTM D2241, "Standard Specification for Polyvinyl Chloride Plastic Pipe (SDR-PR), with an SDR of26 and a pressure rating of 160. b. Use a nominal laying length of20 feet (6.1 meters), except shorter lengths may be used adjacent to bends or other appurtenances. Assure eaeh pipe length is marked, as a minimum, with size, SDR, pressure rating or both, ASTM designation and manufacturer's name and code. 4. Pipe Jointing a. Furnish each pipe length with a bell.designed to provide a watertight joint when jointing the bell and spigot with a rubber nng. b.Make a rubber gasket joint for pye pipe and fittings using a rubber gasket compressed between the outer surface of the spigot and the inner surface of the belL Assure the joint is completely sealed by the gasket so that the assembly remains watertight under all service conditions, including expansion, contraction, settlement and pipe defonnation. Follow the manufacturer's recommendations when assembling the rubber ring joint. Section 02730 SANITARY SEWER COLLECTJON SYSTEM Page 3 of 15 5. Fittings a. Assure wye or tee fittings for connecting service lines are of the same material, construction and joint design as the main sewer pIpe. B. Concrete Pipe 1. General " a. Furnish concrete sewer pipe meeting ASTM Specifications C14, C76 or C655, latest revision, except as noted herein. Assure cement used to make concrete pipe is Type II A Modified, Type V or other approved cement containing less than 5 percent Tricalcium Aluminate. The pipe strength classifications for C14, C76 or C655 specification pipe is listed in the plans or Contract Documents. b. The maximum absorption allowed is seven percent. For pipe sizes smaller than 12 inches (30cm) in diameter, assure the cement proportion in the concrete mixture is not less than 6-1/2, u.S.standard 94 pound bags per cubic yard (362 kg/rn 3 ) of concrete. c. Furnish pipe meeting the referenced ASTM specifications on permissible variations in pipe dimensions. Assure the barrel thickness is uniform to providing a constant flow area without projections across joints. 2. Fittings a. Use wye or tee fittings for connecting service lines of the same material, construction and joint design as the main sewer pipe. 3. J ointing Material a. Make joints for concrete pipe using flexible, watertight, rubber- type gaskets meeting to ASTM C443, with an O-ring gasket confined in the pipe tongue groove. 4. Pipe Jointing a. Thoroughly clean the spigot and bell ends of the pipe before joint assembly. Follow the pipe and joint manufacturer's reconunendations for pipe jointing. Check the position of the Section 02730 SANITARY SEWER COLLECTION SYSTEM Page 4 of 15 I (........'.......'..'......1. ., I,' I I I I I I I I I I I I I I I I I I""",. -- I I I I I I I '''~,1" ,\~I\. I:":' I I I I I I I I 2.3 rubber gaskets and pipe assembly using a feeler gauge before backfilling the trench. Visually inspect and gauge pipe and joints from inside the pipe where pipe size pennits to assure proper gasket position and joint gap tolerances. 5. Material Testing a. Have the pipe supplier furnish the Engineer with certified test results from an independent testing laboratory on the ~ollowing; (a) crushing strength (3-edge bearing method), (b) absorPtion, and (c) hydrostatic test. Furnish test results for each pipe as specified in ASTM C14, C76 or C655, or a minimum two percent ofllie number of pipe supplied, whichever is greater. Cost of these tests to be borne by the pipe supplier. C. High Density Polyethylene (HDPE) Pipe 1. Pipe a. Furnish HDPE pipe meeting ASTM D3350, having a cell classification ofPE 34-5.434C. Assure dimensions and workmanship meet ASTM F714 requirements. 2. Fittings a. Use wye or tee fittings for connecting service lines of the same material construction and joint design as the main sewer pipe. 3. Pipe Jointing a. Heat fusion weld all field joints to meet-the manufacturer's recommendati ons; D. Other Pipe Materials 1. Other pipe materials maybe specified at the discretion of the Engineer and Owner. MANHOLES A. General 1. Construct manholes from precast concrete sections having frames, covers, and steps meeting Standard Drawings. Section 02730 SANITARY SEWER COLLECTION SYSTEM Page 5 of 15 PART 3: 3.1 B. Precast Concrete Sections 1. Furnish manholes meeting ASTM C478; "Precast Reinforced Concrete Manhole Sections", specifically including mandatory rejection requirements. c. Steps 1. Furnish non-corrosive steps, l2~inches (30 cmHn width, of 1I2-inch (13 mm) steel rod encased with polypropylene. Assure steps withstand 400 pound (180 kg) vertical loads and 1,009 pound (450 kg) pull-out resistance. D. Frames and Covers 1. Furnish frames and covers meeting Standard Drawing Nos.02720-8 and 02720-9. Furnish 2-hole type covers unless specified otherwise. E. Concrete Base 1. Furnish precast concrete bases or field poured on undisturbed earth. Use concrete meeting Section 03310: STRUCTURAL CONCRETE. EXECUTION PJPE AND SERVICE LINE INSTALLATION A. Excavation and Backfill 1. Perfonn pipeline excavation and backfill m_eeting the applicable requirements of Section 02221: TRENCH EXCAVATION AND BACKFILL FOR PIPELINES AND APPURTENANT STRUCTURES. B. Responsibility for Materials 1. Be responsible for all material furnished. Replace all material found defective in manufacture or damaged in handling after delivery. This includes furnishing all material and labor required for the replacement of installed material discovered defective before final acceptance of the work or during the guarantee period. 2. Be responsible for the safe storage of material intended for the work until it has been incorporated in the completed project. Section 02730 SANITARY SEWER COLLECTION SYSTEM Page6of15 I ("I ........'\ I I I I I I I I I I I I I .. I I I [.'.".'."." , I I I I I I I ,(:r....::!.";;~} " '~I ,': ' ., I I I I I I '- I I D. c. Handling of Pipe 1. Deliver and distribute all pipe to the site. Load and unload pipe, fittings and accessories by lifting with hoists or skidding to avoid shock or damage. Do not drop any materials. Do not roll or skid pipe handled on skidways against pipe already on the ground. 2. In distributing the material at the site of the work, unload each piece opposite or near the place where it is to be laid in the trench. Keep the interior of all pipe and other accessories free from dirt and foreign matter at all times. 3. Handle pipe to prevent damaging coating or lining. If any part of the coating or lining is damaged, make all repairs i~ a manner satisfactory to the Engineer. Laying Pipe 1. Lay and maintain all pipe to the specified lines and grades with fittings, tees and manholes at the required locations. Establish line and grade using batter boards and string line, laser equipment or other approved methods. When batter boards and string line are used, use a minimum of three batterboards at all times. 2. Install wye or tee fittings in the mainline sewer for service line connections. Furnish wye or tee fittings of the same material, design and specifications as the sewer main pipe. Joint service pipe to tee branches or main line pipe other than PVC using special joint adapters manufactured specifically for jointing the two types of pipe. 3. Use tools and equipment, satisfactory to the Engineer, for the safe and convenient prosecution of the work. Carefully lower all pipe and fittings into the trench to prevent damage to pipe materials and protective coatings and linings. Do not drop or dump any materials into the trench. 4. Take every precaution to prevent foreign material from entering the pipe while it is being installed. At times when pipe laying is not in progress, close the open ends of pipe using a plug or other means approved by the Engineer. Clean and remove all sand, gravel, concrete and cement grout that has entered the lines during construction. E. Tolerances 1. Install the pipe within 1/2-inch (13 mm) ofthe specified alignment and within I/4-inch (6 mm) of the specified grade. S.ection 02730 SANTY ARY SEWER COLLECTION SYSTEM Page 7 of 15 3.2 .0 MANHOLES A. Construction 1. Construct manholes to the specified dimensions. Make invert channels smooth and semi circular in shape confonning to the inside of the adjacent sewer section. Make changes in flow direction with a smooth curve of as large a radius as the manhole size will permit. Make changes in charmel grade and size gradually and evenly. The invert channels may be formed directly in the manhole base concrete or by laying half~pipe in the concrete. Make the floor of the manhole outside the channel smooth and slope toward the channel at one inch per foot (8 em per meter). 2. Joint all connections between manhole walls and base and between wall sections adjusting rings and frame making the manhole watertight. For all horizontal joints located below the established high groundwater elevation, install a preformed, resilient, O-ring type, neoprene gasket in the joint. The established high groundwater level is shown on the plans or noted in the Special Provisions. For all sewer pipe to manhole joints, use gasketed, flexible, watertight connections that will accommodate differential settlement. Acceptable options for these eOIll1ections to the manhole are as follows: a. Adjacent Joints: Bell and spigot pipe joints with rubber sealing- rings located within 12 inches (30 em) of the manhole wall. b. Compression- Type Flexible COIll1eetor: A resilient, flexible connection, cast into manhole wall, providing 10 degrees deflection. c. Boot-Type Flexible Connector: A flexible, watertight connection consisting of a rubber gasket or boot, metal expansion ring and a metal take-up clamp. Assure the expansion ring holds the gasket in the manhole wall, with the take-up clamp holding the gasket to the pipe. d. Options (b) and (c) are limited to precast manhole base inverts and other installations where the flexibility of the cOIll1eetion is not compromised. e. Construct manholes meeting ASTM C478, and the rejection criteria stated therein. . Section 02730 SANITARY SEWER COLLECTION SYSTEM Page 8 of 15 I ('i,1 ''-ii I I I I I I I I I I I I I I e: I I I I':", " I I I I I I I I 1~';~~~:\i1~1~ I","','" :~,,'" I I I I I I \. I I 3.3 3.4 L Keep manhole construction within one manhole distant behind sewer pipeline construction. 3. Install adjusting rings on each manhole to bring the manhole top elevation to match the existing or specified ground elevations. Use manhole rings with a 2-inch minimum (5 em) and 12-ineh (30 em) maximum height. Furnish adjusting rings reinforc~d with the same percentage of steel as the riser and top. SANITARY SEWER SERVICE LINES p' A. Construct service lines meeting Standard Drawing 02730-2. Install the service line to the property line. Plug the end of the service line with a stopper and gasket, using a gasket of the same type used for pipe jointing. Do not grout the plugs. B. Mark the sanitary sewer and storm drain service line ends at the property line using a steel fence post 5 feet (1.5 m) long, buried at least 2 feet (0.6 m). Place a 2" X 2" (Scm X 5 em) wood marker extending from the pipe invert to ground line. Wire the 2" X 2" (5em X 5 em) marker to the steel fence post. Where applicable, mark the concrete curb to identify the service locations. Paint sanitary sewer service markers green and storm drain service markers gray. TESTS A. Make all tests after backfill is completed, but before any surface restoration or street surfacing. Be responsible for finding and repairing all breaks and leaks revealed by the tests. Additionally, perform aU tests in the presence of the Engineer, resident inspector, or the Owner's other designated representative. B. Light Test 1. After the trench has been backfilled and compacted as specified in Section 02221, penonn a light test between manholes to check alignment and grade for pipe displacement. Excluding curved alignments shown on the plans, the completed pipeline is to permit a true circle of light to be visible from one manhole to the next. If alignment or grade is not that specified and displacement of pipe is found, remedy all defects. c. Leakage Test. 1. New sewer line will not be finally accepted untp leakage tests are made assuring the Engineer that pipe laying and jointing are satisfactory. Section 02730 SANn ARY SEWER COLLECTION SYSTEM Page9of15 . D. Water Test 1. Where groundwater is at least 2 feet (0.6 m) above the sewer line, make tests by sealing off the section oflines between manholes and measuring the actual flow by collecting or pumping the discharge into barrels or other approved methods. Continue tests at a minimum of 4 hours for each section tested. Allow time to soak lines and manholes in advance of performing tests. p 2. When groundwater is not 2 feet (0.6 rn) above the pipe, test as follows: On flat slopes where the depth over the centerline of the pipe in the lower manhole of the section being tested will be not more than 10 feet (3 m), fill the upper manhole to 2 feet (0.6 m) over the top of the pipe or 2 feet (0.6 m) above the groundwater elevation (whichever is higher), and block the lower manhole. When the above conditions cannot 1Se met, the Engineer may order testing the line in sections between manholes. Measure the leakage by checking the water level drop in the manhole over a 4 hour period. 3. The allowable infiltration or. exfiltration, including manholes, cannot exceed 200 gallons peT day per mile of sewer per inch of pipe diameter (185 liters per day per kilometer of sewer per centimeter of pipe diameter). This does not exclude obvious and concentrated leaks and physical defects, such as open joints, pinched gaskets, cracked barrels or bells, etc. Make repairs on concentrated leaks, and as required to reduce infiltration or ex filtration leakage below the specified rate. E. Air Test (Alternative) 1. As an alternate method to water testing, the Contractor may utilize low pressure air to test the sewer mains. Use the test procedure described below: Plug both ends of the pipe under test with airtight plugs and brace to prevent slippage and blowout. Furnish one plug with an inlet tap or other provision for connecting an air hose. 2. Equip the air supply hose, connected between the air compressor and the plug, with a throttling valve, an air bleed valve and a high pressure shutoff valve for control. Equip the low pressure side of the throttling valve with a tee for a monitoring pressure gauge, protected by a gauge cock. This cock is kept closed except when the pressure loss is being timed. 3. If the pipeline is submerged under groundwater, the back pressure. caused by the water head, is measured and added to the standard test pressures to compensate for the groundwater effect on the air test. Section 02730 SANITARY SEWER COLLECTION SYSTEM Page 10 of 15 I (t""'.1 '...:...., I I I I I I I I I I I I I .~ I I I t"'.; I I I I I I I"", I~ I I I I I I . I I ------ -- ----------.--.....---- 4. Apply air slowly to the pipeline until the pressure reaches 4.0 psig(27.6 j). Throttle the air supply to maintain the internal pressure between 4.0 and 3.5 psig (27.6 -24.1 j) for at least 2 minutes. During this time check the plugs with soap solution to detect any plug leakage. 5. When the pressure reaches exactly 3.5 psig (24.1 j), disconnect the air supply, start a stop watch ana record the time for the pressure to drop to 2.5 psig (17.2 j). The minimum time allowed for the pressure drop is computed on an air loss rate of3.5 coo (5.9m 3 /min) or an air loss rate of 0.0030 cubic feet per minute (cfm) per square foot (0.055 m 3 /min pe~ square meter) of inner pipe surface area under test, whichever rate yields the least time for the pressure drop. Should the time of the pressure drop between 3.5 and 2.5 psig (24.1 - 17.2 j) be less than the allowable specified time, make the necessary leakage repairs and repeat the air test. 6. Standard Drawing 02730-1 provides a nomograph which may be used to compute testing times for air testing. The nomograph computes results based upon English (U.S. Customary) units. 7. For single pipe size test sections, the length limits for minimum test times obtained from Standard Drawing No.02730-1 entitled "Nomograph for Air Testing Gravity Sewer Mains" are contained in the following table. TABLE 3.1 LENGTH LIMIT FOR MINIMUM TEST TIMES Pipe Diamter, Inches Test Section Length, Foot (rn) (em) . Minimum Maximum 4 (10) 642(196) 1124(343) 6 (15) 429(131) 751 (229) 8 (20) 322 98) 564 (172) 10(25) 257 78) 450 (137) 12(30) 215 66) 376 (115) 15(38) 172(52) 300 (91) 18(46) 43(44) 1250 (76) 21(53) 123(37) 215 (66) 24( 61 ) - . 107(33) 188 (57) 8. For test sections that are shorter than the minimum lengths, Dew test times must be calculated. This is done by multiplying the test time from the nomograph by the actual length ofllie test section (in feet) and then dividing the resultant product by the minimum test section length from the preceding table. Section 02730 SANITARY SEWER COLLECTION SYSTEM Page 11 of 15 9. For test sections exceeding the maximum lengths, either shorten the test section to an allowable length or use the water test. F. Number of Tests 1. Perform the number of leakage tests directed by the Engineer to assure that materials and workmanship are acceptable. Repair defective joints using only approved methods. Replace pipe having cracked or broken barrels. Do not exceed 800 feet (240 m) of sewer line per test unless otherwise approved. G. T. V. Inspection 1. The Owner may, at his option, require any or all sewers to be inspected using a television camera before final acceptance. A sewer line is deficient and unacceptable if (1) the alignment is outside-the specified limits, (2) water ponds in any section are equal to or greater than 2 times the grade tolerance specified herein under Section 02730.3.E.l, or (3) the pipe has visible defects such as open joints, pinched gaskets, cracked barrels or bell, or similar defects. 2. Pay all costs incurred in any television inspection performed solely for Contractor benefit. 3. Record all television inspections on video tape in VHS format. Pull the camera through the sewer at 30 feet per minute (9 meters per minute maximum). If the camera is pulled by attaching to the hose of a hydraulic sewer cleaner, assure the hose is not active during the pulling process. H. Deflection Testing 1. The Engineer has the option to require deflection testing of a portion or all flexible pipe installations to assure the construction quality. Flexible pipe is pipe that will deflect at least 2 percent without any sign of structural distress. 2. Conduct deflection tests, when performed on PVC pipe, meeting ASTM D3034 and satisfy either of the following deflection limitations: Section 02730 . SANITARY SEWER COLLECTION SYSTEM Page 12 of 15 I C~'"I I I I I I I I I I I I I I tJ I I I 1;,:-.,', ..........,1 I I i I I I I I I If""i,~~"i , :'.. ~ :..i,:!t' I I I I I I I I TABLE 3.2 DEFLECTION TESTING LIMITATIONS Minimum Period Between Minimum Mandrel Diameter as a Trench Backfilling & Testing Percent of Inside Pipe Diameter 7 Days 95.0 30 Days 92,5 3. Mandrels must have at least nine arms. PerfonTI the mandrel test without mechanical pulling devices. 1. Material and Equipment for Testing 1. Furnish all labor, equipment and materials (including water) necessary for performing the sewer line tests at Contractor expense. 3 .5 WATER AND SEWER MAIN SEP ;\RATION A. Assure horizontal and vertical separation between water mains and sewer mains meeting the details on Standard Drawing No.02660-2. PART 4: MEASUREMENT AND PAYMENT 4.1 GENERAL A. The following items are the pay items for the work covered under this section. Payment for these items is full compensation for providing all materials, tools, labor and equipment necessary to complete the item and all incidental work related thereto, whether specifically mentioned herein or not. 4.2 SEWER MAINS A. Measurement of sewer mains are made in lineal feet (meters) of the various' sizes and classes along the centerline of pipe from center to center of manholes. Payment for sewer main is made at the contract unit pric~ bid per lineal foot (meters) of the various sizes and classes called for, which includes furnishing and installing pipe, trench excavation and backfill, furnishing and placing Type 1 pipe bedding, specials required for connection to manholes, testing and all other work necessary or incidental for completion of the item. Section 02730 SANITARY SEWER COLLECTION SYSTEM Page 13 of 15 4.3 MANHOLES A. Measurement of each manhole for payment is made in two parts: (1) for a basic manhole, and (2) for any additional vertical height over and above the basic depth, A basic manhole is defined as being 5 feet deep (1.5 m) from the lowest invert to the top of the manhole frame and cover. Any manhole less than 5 feet deep (1.5 m) is considered as one basic manhole. 1;,1" Any manhole over 5 feet deep (1.5 m) is considered as one basic manhole plus a vertical height measurement to the nearest 0.1 foot (0.03 m). Basic manholes are measured by numerical count and the additional vertical heights feet (meters) of manhole. The measurement of the additional vertical height of manhole is the vertical height of the manhole from the lowest invert to the top of the cast iron frame minus 5 feet (1.5 rn). C. Payment for furnishing and installing a basic manhole, complete in-place, is made at the contract unit price bid per each for "Basic Manholes", 5,0 feet deep. Such payment includes base, manhole sections, steps, cast iron ring and cover, joint sealer and all other incidentals required to complete the item. D. Payment for furnishing and installing manholes deeper than the basic manhole depth is made at the contract unit price bid per vertical foot (meter) for "Additional Manhole Depth" and includes manhole sections, steps, joint sealer and all other incidentals to complete the item. 1. Payment is made under: a. Basic Manhole, 5'-0" (1.5 meter) Depth - Per Each. b. Additional Manhole Depth - Per Vertical Foot (meter). 4.4 SANITARY SEWER SERVICE LlNES A. Measurement is made along the pipe from the tee or wye of the main sewer through 'tees, wyes and other fittings to the street margin or right-of-way margin. Measurement is to the nearest foot (O.3m). 1. Payment for services is based on the following bid items as specified in the contract: a. Trench excavation and backfill is included in the linear foot price bid for sewer service pipe, b. (size) (class) Sewer Service Pipe in Place," per linear foot. Section 02730 SANITARY SEWER COLLECTION SYSTEM Page 14 ofl5 I (",I ,"';" "....~~,.,' I I I I I I I I I I I I I .~ I I I' I~i:: I I I I I I I I. ~~""':!'~ t..:...:;jl\i r' I I I I I I I I 4.5 GENERAL A. The contract bid prices are full payment for all labor, materials, tools and other incidentals as maybe required to complete the items of work in the Contract. END OF SECTION p Section 02730 SANITARY SEWER COLLECTION SYSTEM Page -15 of 15 I I I I I I I I I I I I I I I I I I I SECTION 02925 SEEDING PART ONE - GENERAL 1.1 DESCRIPTION Work in this section consists of furnishing materials, supplies, labor, equipment and performing all operations in connection with finish grading of topsoil, and preparation thereof for seeding, fertilizing, maintenance and protection of all planted areas. The pipe excavations, all new embankment side slopes, spoil areas, and all other disturbed areas shall be seeded. The designated irrigation site will not be seeded as part of this contract. 1.2 QUALITY ASSURANCE 1.2.1 Oualifications of Workmen. Provide at least one person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of materials being installed. This person shall also be familiar with the best methods for installation and shall direct all work performed under this section. 1.3 PRODUCT HANDLING 1.3.1 Protection 1.3.1.1 Seed. Seed shall be delivered in original sealed packages bearing the Producer's guaranteed analysis of percentages of mixtures, purity, germination, weedseed content, and inert material. Seed shall be labeled in conformance with the U.S. Department of Agricultural rules and regulations and applicable State seed laws. Seed that has become wet, moldy, or damaged, will not be acceptable. 1.3.1.2 Fertilizer. Fertilizer shall be delivered to the site in the original, unopened containers bearing the manufacturer's guaranteed chemical analysis, name, trade name, trademark, and conformance with State and Federal laws. In lieu of containers, materials may be furnished in bulk and a certificate indicating the above information shall accompany each delivery. 1.3.1.3 Storage. Seed and fertilizer shall be kept in dry storage away from contaminants. 1.3.2 Samples and Certificates Certificates attesting that the following material meets the requirements specified shall be submitted to the Engineer/Owner's Representative. a. Seed b. Fertilizer 1.3.3 Replacements. In the event of rejection of the seed, immediately make all replacements necessary to the approval of the Engineer/Owner's Representative and at no additional cost to the Owner. 1.3.4 Schedule. Seeding 02925-1 1.3.4.1 Seasonal Limitations. Install seed mixes during the specified time periods. If special conditions exist that may warrant a variance in the specified plant dates or conditions, a written request shall be submitted to the Engineer/Owner's Representative stating the special conditions and proposed variance. P ART TWO - MATERIALS 2.1 SEED 2.1.1 General. Contractor shall submit certification tags for approval. All seed shall be: * Free from noxious weed seeds and recleaned Grade A recent crop seed * Treated with appropriate fungicide * Delivered to the site in sealed containers with dealer's guaranteed analysis. NA TIVE GRASS SEED: MIX #1 Grass Species * Brame Grass * Orchard Grass * Tall Fescue * Timothy * Annual Rye % Mixture 20% 40% 25% 10% 5% 25 lbs/acre Total 2.2 FERTILIZER 2.2.1 General. Fertilizer to be spread on areas to be seeded shall be commercially prepared and shall contain the following percentages by weight: 2.2.2 Embankments, Pipe Excavation & Other Disturbed Areas 16% nitrogen 16% phosphoric acid 16% Potash .5% Zinc Commercial fertilizer shall be complete, uniform in composition, dry and free flowing. The fertilizer shall be delivered to the site in the original waterproof containers, each bearing the manufacturer's statement of analysis. Seeding 02925-2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PART THREE - EXECUTION 3.] SURFACE CONDITION 3.1.1 Inspection. Prior to all work of this section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. Verify that seeding may be completed in accordance with the original design and the referenced standards. 3.1.2 Discrepancies. In the event of discrepancy, immediately notify the Engineer/Owner's Representative. Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved. 3.2 SEED BED PREPARATION 3.2.1 Sub grade Preparation. Seedbed preparation shall pertain to the preparation of the surface of the ground to receive the seed. The ground shall be machine disked so as to remove or break down all debris, clods, stones, or other foreign matter larger than 6 inches. Prior to dumping and spreading of topsoil, the surface shall be scarified to a minimum depth of 2 inches to facilitate bonding of topsoil to subb'Tade soil. Prior to spreading topsoil, all sub grades shall be graded evenly according to the Contract Documents. Such debris, clods, rocks, and other material so removed shall be disposed of at the Contractor's expense. Seedbed preparation shall not commence until the moisture conditions make the ground area and soil friable. 3.3 TOPSOIL PLACEMENT 3.3. ] Spreading. Topsoil shall be spread evenly on the prepared areas to a minimum depth of 6 inches on all areas. Spreading shall not be done when the ground or topsoil is frozen or excessively wet. After spreading, any large, stiff clods or hard lumps shall be broken up and the ground shall be machine disked to remove all debris, stones, or foreign matter larger than 6 inches. 3.3.2 Finish Grading. Grade the areas to finish grades filling as needed or removing surplus dirt. However the topsoil should be left in a roughened condition to better hold the seed. All finish grades shall meet the approval of Engineer/Owner's Representative before seed is sown. 3.3.3 Seed Bed Preparation. After finishing grading or just before seeding, the areas to be seeded shall be loosened and disked to provide a rough and firm seed bed. The intent is a texture capable of retaining water, seed, and fertilizer while remaining stable and allowing seed time to germinate. Seed shall be applied to the conditioned seed bed not more than 48 hours after the seed bed has been prepared. 3.3.4 Fertilizer/Soil Amendments. Application of fertilizer will be in one stage. Prior to application of seed, fertilizer shall be applied at the rate of 1 00 lbs/acre. Fertilizer shall be applied by drill methods, it shall be applied separately from the seed and mixed into the soil to a minimum Seeding 02925-3 depth of2 inches and maybe incorporated as part of the topsoil placement and seedbed preparation operation. 3.3.5 Seeding. Immediately prior to the application of the seed, the soil shall be loose to a depth of at least 1 inch and free from all material as specified. Seeding shall be done within the specified time periods and a at the following rates: Grass seed mix shall be sown at a rate of 20 pounds per acre and shall be planted in the Spring from April 1 st to May 31 st or in the Fall from October I st to November 15th. Seed will be sown only if the Engineer determines that soil moisture is adequate for the application of seed. Seed all disturbed areas with the native grass mix except as noted herein. 3.3.6 Methods. Seeding by drill is preferable, however, hydraulic seeding or broadcasting will be permitted under the approval of the Engineer. Broadcast seeding and hydraulic seeding shall not be used during adverse weather. Areas sown by hydraulic or broadcast methods will be visually inspected for uniformity of application. Areas which fail to reveal an average of two seeds per square inch will be resown at no additional expense to the Owner. The applied seed, regardless of application, shall be covered by a soil thickness no greater than 1/2 inch. 3.3.6.1 Seeding bv Drill: Seeding equipment used for applying grass seed must be designed, modified, or equipped to regulate the application rate and planting depth of seed. Seed must be uniformly distributed in the drill hopper during the drilling operation. All grass establishment equipment shall be operated perpendicular to the slope drainage. A drill shall be no wider than the width of the area in which it is to operate. The rows of planted grass seed shall be a maximum of 8 inches apart and shall be at right angles to the finished slopes. The rows of planted alfalfa seed shall be spaced according to standard agricultural practices and shall be at right angles to the finished slopes. 3.3.6.2 Broadcast seeding: When seed is sown by broadcasting, exercise great care that a uniform distribution of seed is obtained. Seeding shall be done on a still day using a hopper type seeder with one half of the seed for each area being sown at right angles to the other half. Seed distribution by broadcasting shall be covered with 1/4 to 1/2 inch of soil The seed may be covered by raking, dragging, or by appropriate mechanical means. 3.3.6.3 Hydraulic Seeding: When hydraulic seed is used, seed and mulch shall be applied in separate and distant operations except for the following: The Contractor must provide one pound of mulch per each three gallons of water in the hydro seeder as a cushion against seed damage. The mulch used as a cushion may be part of the total required mulch with the remainder applied after the seed is applied metering during application. The application of seed slurry shall be made with equipment having a built-in agitation system and operating capacity sufficient to agitate, suspend and homogeneously mix a slurry containing water, seed, and mulch of seed. The slurry shall be sprayed over the soil in a uniform coat. All hydraulically seeded areas shall be hydromulched upon completion. Seeding 02925-4 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 3.4 MAINTENANCE 3.4.1 General. Maintain all Native grass seeded areas until a uniform plant coverage at a minimum density of 5 healthy plants per square foot is achieved and is free of excessive weed growth. The Hard Fescue is only intended as a nurse grass and is not included in this measure of acceptance. Maintain for 1 year after final inspection. 3.4.2 Work Included. Repair any portion of the surface that becomes gullied or otherwise damaged following seeding. 3.4.3 Replacements. Any area that fails to produce an adequate stand of grass cover shall be reseeded by the Contractor at no additional expense to the Owner, provided that such failure is not caused by carelessness, neglect, or actual injury on the part of workmen of other individuals not under the contractors direction or control. Replacement required because of vandalism or other causes beyond the control of the Contractor are not part of the Contract. 3.4.4 Extension of Maintenance Period. Continue the maintenance period at no additional cost to the Owner until all previously noted deficiencies have been corrected at which time the final inspection shall be made. END OF SECTION 02925 Seeding 02925-5 I I I I I I I I I I I I I I I I I I I SECTION 02951 PAVEMENT REMOVAL AND REPLACEMENT PAR TONE - GENERAL 1.1 DESCRIPTION This section covers the removal and replacement of asphalt pavement and base courses for utility installations. 1.2 REFERENCE SPECIFICATIONS Asphaltic and aggregate materials are referenced to Montana Highway Specifications and Test Methods. The latest edition of the Montana Department of Highways "Standard Specifications for Road and Bridge Construction" is hereby made apart of this Contract. 1.3 SUBMITTALS The following submittals will be required in accordance with the General Conditions: Laboratory gradation tests of base course and plant mix aggregates Laboratory plant mix design Proctors for base course Material sources Marshall for density testing P ART TWO - MATERIALS 2.1 GENERAL The materials replaced shall in general consist of the same types of materials removed, meeting however, the requirements of these specifications. 2.2 BASE COURSE The base course shall be replaced to match the thickness of the original base course or to match the depths shown on the Plans. 2.3 PLANT MIX PAVEMENT Unless otherwise approved by the Engineer, the plant mix shall conform to Montana Highway Specifications for Grade B aggregate for plant mix surfacing. Pavement Removal & Replacement 02951-1 Gradation: Sieve Size 3/4 inch 1/2 inch 3/8 inch No.4 No. 10 No. 40 No. 200 PO 64-22 % Passing 100 86 - 90 75 - 79 53 w 57 34 - 40 16w 18 6 - 8 6 Percent Asphalt, %: Compaction: 97% min., 3 inch max. lifts Tack: SS-l Prime: MCw70 2.4 COLD MIX PAVEMENT Cold mix pavement will only be allowed for temporary paving. Permanent paved surfaces will utilize hot plant mix pavement. The cold mix shall conform to Montana Highway Specifications for Grade B aggregate for asphalt plant mix surfacing. Gradation: Sieve Size 3/4 inch 1/2 inch 3/8 inch No.4 No. 10 No. 40 No. 200 MC-800 % Passing 100 86 - 90 75 - 79 53 - 57 34 - 40 16 - 18 6 - 8 5.5 Percent Asphalt, %: PART THREE - EXECUTION 3.1 PAVEMENT REMOVAL Unless otherwise approved by the Engineer, pavement must be cut prior to commencing excavation. Pavement shall be cut in a straight line parallel to the edge of the excavation by use of a spade bit air hammer, concrete saw or similar approved equipment to obtain a straight, square cut. Pavement cuts shall extend one foot beyond each side of the actual trench opening. Pavement Removal & Replacement 0295]-2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Pavement shall be recut as directed by the Engineer where clean edges have been damaged such as the case of sloughing soils. The pavement removed shall be disposed of at a disposal site approved by the Engineer. The Contractor is responsible for locating the disposal area. 3.2 PAVEMENT REPLACEMENT 3.2.1 Trenches shall be compacted to 95 percent of maximum density as determined by AASHTO Test Method T180 full depth in all areas to be paved. 3.2.2 Sub grade stabilization courses consisting of choker sand, subbase material or fabric shall be uniformly placed to the original thickness for each type of material. Subbase material shall be compacted to 95 percent per AASHTO T180. 3.2.3 Crushed base and subbase courses shall be uniformly placed in layers not to exceed 8 inches in loose thickness and compacted to 95 percent per AASHTO T180. The finished -base course shall be at or below the original surface of the base course. 3.2.4 Prior to application of Plant Mix Pavement, all edges of existing pavement shall be cut to a neat line and a given tack coat of SS-l liquid asphalt. All base course surfaces shall be given a prime coat of MC-70 liquid asphalt. Plant mix shall be applied by paving machine, motor grader, or hand methods and compacted in lifts not to exceed three inches to a density equal to or greater than 97 percent of laboratory maximum. Compaction requirements must be met before the mix cools below 1750 F. The Engineer reserves the right to increase the 1750 F minimum pending weather conditions and thickness of the lift. Maximum mixing temperature for asphalt pavement is 3250 F. Plant mix shall be placed only when the air temperature is 400 F and rising, and only when the plant mix is 2500 F or above. The finished surface shall be rolled smooth to match the surface of the existing pavement on both sides of the trench without depressions or humps exceeding 3/16 inch as measured with a ten- foot straightedge. The Contractor shall, for a period of one year from the date of final acceptance, repair any settlement or failure of the pavement to the satisfaction of and at no additional cost to the Owner. 3.3 MINIMUM SECTIONS Please see sheet 2 of Plans for standard section. END OF SECTION 02951 Pavement Removal & Replacement 02951-3 -- . ...---- I I I I I DIVISION 16 I I ELECTRICAL I I I I I I I I I I I I --...-.- -- I I I I I I I I I I I I I I I I I I I SECTION 16055 GENERAL ELECTRICAL REQUIREMENTS PART ONE - GENERAL 1.1 SUMMARY 1.1.1 Included but not limited to A. The Contractor shall provide labor, materials, equipment, items, articles, operations and methods listed, shown, scheduled, or mentioned on the drawings, and/or specified, including all incidentals required for their completion. B. The Contractor is responsible for installation of a satisfactory and complete piece of work in accordance with true intent of drawings and specifications. 1.1.2 Related sections A. The Contractor shall refer to the General part of these specifications, such as Instructions to Bidders, special Conditions and Division 1 for restrictions covering time that work can be performed in certain areas, noisy and dusty operations, sequence of work, access to restricted areas and similar types of work and operations. 1. 1.3 Alternates A. Take cognizance of any change required in this work which may be a direct result of any alternate bid item listed and include the price deemed necessary to meet the requirements of the respective alternate. 1.2 REFERENCES 1.2.1 Standards A. Publications and standards of the organizations listed below are referenced in other articles of this Division by the acronym noted in parenthesis, with or without additional identifying symbols. National Electrical Code (NEC) Underwriter's Laboratories, Inc. (UL). Insulated Power Cable Engineers Association (IPCEA) National Electrical Manufacturer's Assoc. (NEMA) American National Standards Institute (ANSI) National Fire Protection Association (NFP A) General Electrical Requirements 16055-1 1.3 1.4 Certified Ballast Manufacturers (CBM) Electrical Testing Laboratories (ETL) Uniform Fire Code (UFC) Uniform Building Code (UBe) Uniform Mechanical Code (UMC) Occupational Safety and Health Administration (OSHA) Uniform Plumbing Code (UPe) I I I I I I I I I I I I I I I I I I I SYSTEM DESCRIPTION 1.3.1 Site Inspection A Examine premises and understand the conditions which may affect performance of work oftrus Division before submitting proposals for this work. B. No subsequent allowance for time or money will be considered for any consequence related to failure to examine site conditions. 1.3.2 Drawings A. The drawings show general arrangement of piping, ductwork, conduit, raceways, equipment, etc. Follow as closely as actual building construction and work of other trades will permit. B. Consider architectural and structural drawings part of this work insofar as these drawings furnish information relating to design and construction of the building. These drawings take precedence over electrical drawings. C. Because of the small scale of the electrical drawings, it is not possible to indicate all offsets, fittings, and accessories which may be required. Investigate structural and finish conditions affecting this work and arrange work accordingly, provide such fittings and accessories required to meet conditions. SUBMITTALS 1.4.1 Shop Drawings A. Definitions 1) Shop drawings are drawings, diagrams, illustrations, schedules, performance charts, brochures, and other data which are prepared by the Contractor or any subcontractor, manufacturer, supplier, or distributor. Shop drawings illustrate some portion of the work and confirm dimensions and conformance to the Contract Documents. General Electrical Requirements 16055~2 I I I I I I I I I I I I I I I I I I I 1.4.2 B. Requirements l) Submit shop drawings in accordance with Division 01 and as called for under the requirements of each of the specific Sections. C. Procedure 1) Contractor shall review and designate (stamp) his approval and submit to Engineer, with reasonable promptness and in orderly sequence, all shop drawings and samples required by the Contract Documents. 2) Shop drawings and literature shall be complete and marked showing name of job, related specification section, item used, size, dimensions, capacity, rough-in, etc., as required for complete check and installation. Any exceptions of the equipment being furnished shall be clearly defined. 3) Shop drawing submittals shall be reviewed by the engineer and the status of each item marked (stamped) and dated. Submittals which appear to meet the requirements of the Contract Documents will be marked "No Exception Taken". If review indicating "Make Corrections Noted" or "Revise and Resubmit" or "Rejected" or "Submit Specified Item" by engineer is so identified, stamped, and dated, then the Contractor shall comply with notations shown. if qualified review is shown or if resubmission is so directed, the Contractor shall make any changes or corrections required at the Contractor's expense until approved or accepted by the engineer. 4) By approving shop drawings and samples the Contractor thereby represents that he has determined and verified all field measurements, field construction criteria, materials, catalog numbers, quantities, and similar data, or will do so, and that he has checked and coordinated each shop drawing and sample with requirements of the work and the Contract Documents. 5) No work requiring a shop drawing submission shall be commenced until submission has been approved by the engineer. 6) Submit a minimum of six copies of submittals for review. A minimum of two copies will be retained by the architect and the engmeer. Operations and Maintenance Manuals A. The Contractor shall prepare two complete Operations and Maintenance Manuals containing all required submittal data for construction materials and for each piece of equipment and/or system. Operation and maintenance literature shall also be included for each piece of equipment. Maintenance information shall be complete in every respect and shall include parts lists and assembly drawings wherever applicable. Manuals, catalogs, etc., shall be new, as supplied by the factory, and not photocopied. General Electrical Requirements 16055-3 1.5 B. All literature shall clearly indicate the equipment it represents and shall be labeled with the equipment identification abbreviation found on the drawings, e.g. MCC - 1, etc. All infonnation which is not applicable to the particular model and size supplied shall be clearly crossed out with heavy black marker or other suitable means. This includes dimensional drawings, maintenance information, parts lists, wiring diagrams, etc. Only the information applicable to the particular equipment supplied shall remain and it shall be easy to follow. Booklets not meeting these requirements shall be returned for correction. I I I I I I I I I I I I I I I I I I I C. Binders shall be high quality three ring type with slide or lever release, metal hinges, and covered hardboard or rigid plastic covers. D. Dividers shall be used to separate the literature for equipment supplied under each of the various Sections of this Division. Divider headings shall read the same as the Section title e.g. "16470 PANELBOARDS". E. Large size drawings or diagrams shall be folded and placed III heavyweight sheets with pockets. 1.4.3 Record Drawings A. Maintain a separate set of drawings at the job site at all times to be used as record drawings. This set shall be kept up to date, with all changes and/or additions in the construction and/or systems, and shall be delivered to the Engineer at the completion of this job. This set of drawings shall be kept clean and protected at all times. 1.4.4 Operation and Maintenance Training A. The Contractor shall provide qualified personnel to instruct the Owner's maintenance people in the operation and maintenance of the all systems. In general, these instructions may be given by the installer of the system. However, some equipment or systems require instruction to be given by an authorized agent of the supplier or manufacturer. B. Written operation and maintenance instructions, as produced by the manufacturer, shall be provided for all equipment. QUALITY ASSURANCE 1.5.1 Requirements of Regulatory Agencies A. All materials and equipment shall be new, approved by the governing authority, and be in new, undamaged condition when installed. General Electrical Requirements 16055-4 I I I I I I I I I I I I I I I I I I I 1.5.2 B. Comply with the National Electrical Code, Uniform Mechanical Code, National Fire Protection Association Fire Codes, Unifonn Plumbing Code, Uniform Building Code, and all other applicable Federal, State, County and City codes, regulations and ordinances. C. Contractor shall obtain and arrange for all permits and approvals required for the execution of the work. Product Approvals A. Most items in this Division are eligible for substitution in accordance with the General Conditions and Supplements thereto. Where a proprietary specification is written for a particular item, then only that item may be used. I) For manufacturers of equipment which is not listed as approved for substitution in each applicable section, requests for approval to substitute must be submitted to the engineer for review prior to the bid opening. Each prior approval request must be submitted in duplicate and shall completely identify the proposed substituted item, description, technical data, capacity, size and any deviations from the specified item. If not otherwise noted in the General Conditions submit seven (7) days prior to the bid opening. Items approved for bidding will be listed in an addendum prior to bidding. B. When the Engineer deems it necessary, to assure satisfactory installation and compatibility with other equipment, piping, ductwork, electrical provisions and other appurtenances, the Contractor shall prepare scale drawings of the substitute item showing proposed location, connections, relation to other equipment and other pertinent data such as maintenance space requirements, electrical requirements, height and weight. Drawings must receive Engineer's approval before the substitution is made. C. It is the Contractor's responsibility that the substitute item shall fit into the space allocated and that the item can be installed and function as intended. Should changes in the work of any Contractor become necessary as a result of any substitute item under this Division, such changes shall be arranged and paid for by this Contractor. D. Capacities of substitute items shall not be less than that of the specified item. E. The performance of the factory representative and supplier on past work will be a consideration in the approval process of substitute items. F. The final decision as to acceptability rests with the Engineer. General Electrical Requirements 16055-5 1.6 1.7 1.5.3 Qualifications I I I I I I I I I I I I I I I I I I I A. Work to be accomplished by workmen skilled in the particular trade, in conformance with best practices and to meet all applicable codes. B. This Contractor shall replace materials or equipment not properly installed or finished, without increase in payment received. 1.5.4 Samples A. The Contractor shall submit actual production samples on any material or equipment requested if, in the Engineer's opinion, it is necessary in order to determine the quality, workmans, operation, etc. of the item. B. Samples will be returned to the Contractor. Approved samples may be used on the job. C. Costs incurred in providing and returning samples will be the responsibility of the Contractor. DELIVERY, STORAGE AND HANDLING 1.6.1 Make provisions which are acceptable to the Owner and Engineer for delivery and storage of materials. 1.6.2 Make provisions for introduction into the building of equipment furnished under this Division. 1.6.3 Refer to DIVISION I for additional provisions to allow equipment passage into the building. PROJECT/SITE CONDITIONS 1.7.1 Site Verification A. Before submitting his proposal, the Contractor should examine the site and building as it pertains to this Project and make allowances in his proposal for all conditions that will affect the work indicated in the Project manual and contract documents. This would include hidden and other discovered obstacles such as existing conduits, wiring, devices and equipment not necessarily shown on the project drawings. General Electrical Requirements 16055-6 I I I I I I I I I I I I I I I I I I I 1.7.2 Asbestos Awareness A. If suspect asbestos materials are encountered, the contractor shall cease work in that area and inform the owner of his suspicions and will not proceed with work until such time that a determination can be made on how to proceed. 1.8 WARRANTIES 1.8.1 In addition to guarantee specified in General Conditions, guarantee that electrical systems operate correctly and are constructed in accordance with the Contract Documents. 1.8.2 In order to be protected, secure proper guarantees from suppliers and subcontractors. 1.8.3 Provide certificates of warranty for each piece of equipment. Clearly record start- up date of each piece of equipment on certificate. PART TWO PART THREE - EXECUTION: 3.1 EXAMINATION 3.1.1 Verification of Conditions A. Consult all drawings for project to predetermine that the work and equipment will fit as planned. B. The location of piping, ducts, equipment, etc., shall be checked to ensure clearance from openings, structural members, cabinets, lights, outlets, and equipment having fixed locations. Check-out done prior to fabrication of pipe or ducts. C. If, at any time, and in any case, changes in location of conduit, devices, equipment, etc., becomes necessary due to existing obstacles or installation of other trades shown on any of the project drawings and such conflict could have been avoided by proper coordination between trades or proper pre-planning of work, such required changes shall be made by the Contractor at no extra cost. These changes are to be recorded on the record drawings. 3. I .2 Remodeling Wark N/A General Electrical Requirements ] 6055~ 7 3.2 PREP ARATION 3.2.1 Cutting and Patching N/A 3.2.2 Fire Protection N/A 3.3 EQUIPMENT MOUNTING 3.3.1 Floor Mounting N/A 3.3.2 Wall Mounting A. Wall-mounted equipment, such as panelboards, shall be securely fastened to the wall using appropriate fasteners such as toggle bolts, expansion bolts, etc. 3.4 INSTALLATION 3.4.1 Manufacturer's Instructions A. Manufactured materials and equipment shall be applied, installed, connected, erected, used, cleaned and conditioned as directed by manufacturer unless noted otherwise herein or on the drawings. B. Certain items of equipment, as noted herein, shall be checked out, started up and put into service by factory representatives. 3.4.2 Coordination A. Inform the general contractor of all openings required in the building structure for installation of work. B. Cases, furring, etc. whether provided by the Electrical Contractor of others shall be the responsibility of the Electrical Contractor as to proper size and location. C. Coordinate with the Mechanical Contractor so as to maintain required working clearances in front, above, and to all sides of electrical equipment in accordance with the NEC. 3.5 PROTECTION 3.5.1 Pipes, Ducts and Conduits N/A General Electrical Requirements 16055-8 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 3.6 ADJUSTMENT AND CLEANING 3.6.1 Tests A. Complete and test each system as specified. Leave all systems in proper operation. B. At the time of finalizing the Project, a demonstration of all systems shall be performed in the presence of the Owner's designed representative. The Contractor shall demonstrate that the systems perform in the manner described in the specifications and indicated on the drawings. 3.6.2 Cleanup A. Upon completion of work, remove materials, scraps, etc., relative to this work and leave the premises in a clean and orderly condition. This also includes unfinished spaces. B. Clean equipment of dirt and debris. END OF SECTION 16055 General Electrical Requirements 16055-9 I I I I I APPENDIX A I I MPWSS STANDARO~DRAWINGS I I I I I I I I I I I I I ..".'^' ~",/ I I I I I I I I I I I I I ~ I NOTE: WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE A MINIMUM OF .12" (30cm) FROM THE EDGE OF THE TRENCH OPENING, WHERE NEAT LINE IS LESS THAN 3' (O,9m) FROM EDGE OF EXISTiNG PAVEMENT OR CURB AND GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGE OF PAVEMENT, EXISTING STREET SURFACE VERTICAL TRENCH WALLS WITH SHORING TO CONFORM TO O.S,H,A. REGULA TIONS' SUBGRADE OR GROUND SURFACE " BACKSLOPE AS SPECIFIED TO CONFORM TO O.S.H.A. REGULA TIONS' INSTALL DETECTABLE WARNING TAPE lS"(45cm) MAX. DEPTH (OPTIONAL) SLOPING, BENCHING OR SUPPORT SYSTEMS IN THIS AREA TO CONFORM TO O.S.H.A, REGULATIONS' TYPE "A","S", OR "c/ TRENCH BACKFILL SELECT TYPE I BEDDING MATERIAL PLACED IN 6"(15cm) LAYERS & COMPACTED AS SPECIFIED IN SECTION 02221. TYPE I PIPE BEDDING PLACED IN 6"(15cm) MAX. LAYERS AND COMPACTED THOROUGHLY. TYPE 2 PIPE BEDDING WHERE REQUIRED FOR SOFT OR UNSTABLE FOUNDATION NOTE: SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS TO STANDARD TlRENCH MATERIALS AND/DR OTHER TRENCH DESIGN FEATURES . SEE OSH.A. CONSTRUCTION STANDARDS FOR EXCAVATIONS, REVISED: 10/25/02 CITY OF BilLINGS 5T ANDARD SPECIFICA TION5 STANDARD DRAWING SCALE: NONE TYPICAL UTILITY TRENCH DETAilS NO. 02221-1 I (,.".:,. ....'.'."'... ..\:.,. ".. ",,' .'\"~;,~:",,,.../ I '( C\J ADJUSTABLE RINGS 2'MIN. 12'MAX, (5cl'1) (JOCI'l) MANHOLE RING L COVER, RING L COVER SHALL BE ADJUSTED TO CROIJN S. GRADE OF STREET, I I ____ ECCENTRIC OR CONCENTRIC MANHOLE ____ CONE. AS SPECIFIED, I . I:> " .. I I I SHELF-SLOPE I' PER rOOT (8cl'l p~r I'l~t~r) TOIJARD CHANNEL SEE CHA~~~ DEl AIL. [3'061'11'1) CLEAR ~-~~~f1~:'::-::::~:~1;:'Ll = :------:----i!T=~=-)~ f("'-c-'" -:-==~ . .' .' ~. ~.. '". 1ft - - - -, ..' .. . . ",',,' ',,' DROP INLET, ~ ' , ~ " ' - . .,: :"" USE FOR DROP " ,. _ .~, .:' MANHOLE . . ' . ': :: :::. ~ . ~.'-', . ~. . . :: ::'.. . : ,. . I' I),. .. II 'I" " ',., :. : - ': ~: .' 3'06",,,,) CLEAR p'. '. ~ .. .rl I' , ": ' ,.I, I~ . , ." '\'tn-rr' ' + : . ~ . ~ : ,,// " . . I W ...J t<l <C ~ <C > I . . . v . _...---_.......-_..:.~ I I 5'-4'(1.61'1) PRECAST DR POURED-IN-PLACE BASE. POURED-IN-PLACE BASE, MINIMUM CONCRETE THICKNESS BELDIJ PIPE IS 8 INCHES (20cl'l). PRECAST BASE. MINIMUM THICKNESS TO BE 6 INCHES (l5cl'l). . !' .' . ~ 0'1. !" .' . " ," , " , , . , ' , ....-A I I RADIUS OF -MANHOLE .!:!Q..!L ALL JOINTS BETIJEEN MANHOLE SECTIONS. ADJUSTING RINGS, MANHOlE RING &. TOP SECTION. AND AROUND SEIJER PIPE INTO HANHoLE SHALL BE IJATERT/GHT. JOINTING MATERIAL SHALL BE 'RAM-N(K' OR EQUAL FOR ALL JOINTS EXCEPT BETWEEN SEIJER PIPE AND MANHOLE \of ALL. I I , If, ' I SECTION A-A . REVISED: 12/27/95 MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS SCALE: NONE SANITARY SEWER AND STORM DRAIN MANHOLE STANDARD ORAWlNC NO. 02720-3 I I I ~"',,,'.,"',"".'" It" "~1.....,.i I I I I I I I I I I I I I I .... ". 2<1" (6Ic,.,) <18" R.C.P. (122c,.,) ., ,A I STANDARD CASTING S. COVER ADJUS T INCi RINCiS CONE <1'-0' (1.2,.,) I INTERMEDIATE RISERS ... VARIABLE AS . . RECUIRED ", .6. CONCENTRIC MANHOLE ~ APPLICABLE ASTM STANDARD C-478 MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS 4B" R.C.P. (122c,.,) ECCENTRIC MANHOLE 24" (61c,.,) .-: . '.. .. ... ", '.. '.. '.. .. .. . REVISED: 12/27/95 SCALE; NONE 48" STANDARD MANHOLES STANDARD DRAMNG SHOWING TWO TYPES OF CONE SECTIONS NO. 02720-5 . MONTANA PUBUC WORKS STANDARD SPECIFICATIONS I' · . . .' '. ." ~ . , . . ". . .", . .,.. . ."', . ,,.. . ... . . . '.. ". '.. .. . ~ '. _' iII- ." . ,'~ . , . . . ~ . . " . ,'.., . .' ~ SIZE D.O. REIN. \IT. 4B- 64- 114@S- 167511 EACH 'JAY <122cl"l) <163cl"l) (1I4e20CM) <760kg) 54- 71- 114@B- 4125lt EACH 'JAY <137cM) (180cl"l) (lt4@20cn) <l870kg) 60- 78- 1I4@8- 497511 EACH \JAY <152cl"l) <198cM) (1I4@20cl"l) (2260kg) 72- 92- lf4@6- 692511 EACH 'JAY <183cl"l) (234CI"l) (1I4@15cl"l) (3140kg) REINFORCING 6- Y5CI"l) '.1 1 SCALE: NONE PRECAST MANHOLE BASES 48", 54", 60", 72" REVISED: 12/27/95 STANDARD DRAWING NO. 02720-6 I I I I I I I I I I I I I I I I I I I I I., ~'" I I I I I I I I I I I I I I SHELF CHANNEL NOTES, 1. SLOPE ALL SHELVES TO CHANNEL AT I' PER toOT C8el"l p..r ",..t..rl. 2. SEE PLAN-PROFILE SHEETS FOR SLOPE 0, CHANNEL. MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS SCALE: NONE REVISED: 12/27/95 TYPICAL MANHOLE CHANNEL DETAILS STANDARD DRAWING NO. 02720- 7 REVISED: 12/27/95 I I I I I I I I I I I I I I I I I I I (':;'" ;,.....'.'.'. ) '"",'" ., \~~. (~o c:::J 0 c:J! MAKE TRE~D~7~..D.=.D..=-Qi-.--._._._._.J'L._._.- 3/16'(51"11"1) HIGH i I 1-114'(321"11"1) LIFT HOLE QUARTER TOP VIEW' QUARTER BOTTOM VIEW' 2'-1 3/4'(6541'11'\) DlA. 114'(61"11"1) CRO'w'N i I ~/'i { ~(j~MJ EJl(i+) 03 ) ! I 4 1/4' ' 3 3/16' OOBI"IM) 2 1/S' (81M!'1) (54MM) 2'-1 5/S'(651MM) DlA. 5/S'(J6MM) I 3/4'(44MM) SECTION 'w'EIGHT:0190 lbs, (86kg) . MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS SCALE: NONE STANDARD DRAWING ST ANDARD CAST IRON COVER NO. 02720-8 I t I I I I I I I I I I I I I I A j , , I l_____ __ 7/S'C22MM) 7/S'C22I'lM) 1/2'Cl3I'1rl) ! ! I i i ! I --------------!-------------- - --------------------i--------------------- I A f HALF PLAN 2'-2'C6601'l1'l) DIA. 1116'C2I'lrl) 2'-0 1/S'C6131'lM MACHINE nNISHED SEAT 2'-2 1/2'(673""~ SECTION A-A t "..... E E ro ,...., - r 3/4'Cl9MI'l)? ---1 j ,...., =--.L i I tL 1I2'C13MM) L4 1/2'(I141'l1'l) I: t=ll: -. !iR! I I 5/S'C16MI'I) Z'-D ~~ II t:, !~ :: 5 I") ....,... I I ---------~------------~ ~---------------------- 5/S'<I0MM) 4 1/2'C114MMJ NOTE; VEIGHT 210 lbs. (95kg) MONTANA PUBLIC WORKS STANDARD $PECIFfCA TIONS REVISED: 12/27/95 SCALE: NONE STANDARD 24" CAST IRON RING STANDARD DRAWING NO. 02720-9 I {..................".".' .'"." ':.,'".'" \',' , .,. I L 1000 I 900 I 800 700 I 600 500 I 400 I 300 I 250 I 200 I 100 I 150 I I I The nomograph shown on this poge may be used to compute the specification time even if several different pipe diameters Ore included in one test. Ora., 0 straight line connecting the diameter on the "d" scale .,ith the corresponding length of pipe of that diometer under tesl on the "L" scale. Eoch line .,ill cross the "K- and "C" scoles. The corresponding \/olues of "K" ond "C" for eoch diometer - len2th combinotion under test ore reod and recorded. All the "K" \/Dlues ore totoled, os ore the "C" volues. Totol"K 90118rns if the totol of "C- is less thon 1.0 in .,hich case. total "K" \/olue equals the time in seconds that the pipeline under lest should take before the pressure foils from 3.5 to 2.5 psig, If totol "C" is greater thon 1.0. totol "K" is di\/ided by totol 'C" to obtoin the specificotion lime in seconds. I I ~ This nom09raph is applicable to pipe test section lenglhs .,ilhin the limits specified in Section 02722,.3..3.3.2 of the specificotions. For test lengths beyond the specified limits. refer to specifications for additional information, . REVISED: 12/27/95 I MONTANA PUBLIC WORKS STANDARD SPEC/FICA TrONS SCALE: NONE NOMOGRAPH FOR AIR TESTING GRAVITY SEWER MA/NS STANDA.RD DRAWlNC NO, 02730-1 I I I I r;;;F-~~'%~"i~~~RED' 2010-129 & 2010-160 .__"_~_."~'_.'.._"r~_ ".._._ ~~',,_.~~~,.~--- WATFR / I TIGHT LID, FRP 2010 _ STRAIN REL.IEF CORD ____// CONNECTOR I I ELECTRICAL. QUICk DISCONNECT NEMA 6P (EOO) ------~---~ POWER/ AL.ARM CABLE 12-6 W IGND m ..._".~..._m.__~_~WER SYSTEMS MOUE:.L 2010, OFT All... SHEEl CORE CONTROL COMPARTMENT BREATHER I I OUIO: DISCONNECT ASS'r .-_~ (.304 5.5.) ------ SS CAST BALL VALVE -____ I I DI SCHARGE 1-114" FPT .---- I ----- 1-1/4" DISCHARGE LINE -/--- (304 SS) 41.6 In 1057 mm ----. . ----/ CHECK VALVE / (GLASS FILLED PVC) I TO DISCHARGE / / / ANTI-SIPHON VALVE / (GLASS FILLED roVC) j I / y/ 29.5 DIA . / f--- 7"19 mm iC~ 14 in 345 mm I // HDPE TANI<' DUAL WALL, C:ORRUGA TED 70 GALLON CAPAClI Y /// SEMI-POSITIVE OISPLAC[M[I~, TYPE PUMP DIRECTL Y DRIVEN BY A ' HP MOTOR CAfoABLE OF DELIVERING 9 nr:>m AT 138' T.DH. (3L - 'pen AT '12m TDH.) @ 24 gal. 91 L I I SGS CAH DR BY CHK'D I BALLA_;!l REOUIREMENTS I A CONCRETE ANCHOR IS REQUIRED ON AU OUTDOOR MODEL 20f6-ST A TIONS SPECIFIC CONCRI::.TE DIMENSIONS ARE RFOUIRED TO ACHIEVE NECESSARY I:W_LAST EFFECT FURTHER DETAILS I LEE '~TAL_L^T10N INSTRUella"' lOR F) A0908 F'O l I PROTECTIVE CABLE SHROUD (HOPE) INTERNAL WELL VENT 20" 01/\ INLET, GROMMET TO ACCEPT 4.50" 0.0. PVC PIPE (STANDARD) DUST COVER SUPPLIED FOR SHIPMENT (NOT SUITABLE FOR HUF\lAL) ------, 36.0 In 914 mm ..~_._------m.--m----'--r- TO INLET 26 In 650 mm ~- 47 gal 18 in 179 L 4"17 mm 32 gal. L 121 L j ~ @ 01110/02 H 1/16 DATE ISSUE SCAl..E LATERAL TYPICAL INST ALLA liON BRASS SIDR 7 HDPE PIPE I ~OUS STYLE Cl.fiB BOX SHOWN t:. PACK JOINT COlPLlt-G ~ VI/STIFFENER , POWER/~~ _ ('~~I GRAVrTY rNi HlFE PIPE " - v I..:. "'.p. ___I .. r' - - v. v"'" '-;,;-b l.e., b t> -.-J b-"-. .. '--.,.. v i......\" 'ell' _ b v _ ..--' ,,.-' ~_ ..'9' "-~9' I _.-t ;:t.. " b- '-i- i- ",,_ __ .,.;::; b tJw. '_, . I . ~ ~ ~ -"""" "v v . .. It;, - l-l< - ". ".:..;. ~ _ t> ... '-, b ". \-. - . l>. - .-i. . rr-~rfTr" -.. . ~..:::;;- 10 . - ~"71, t> -"L ",.,ai"bi.!.....:....l ~,~=:~jI~ J1 - !> - ..- I ARCH STYLE CURB BOX PLACf Clre BOX BASE OVER VIJ,.VE ASSaIlLY .. . .. l> I ." ,,- tt' I ." - t> .. I t> I -t> ADJ\IST EXTENSlON ON CIJRB BOX / SO TlIA T 1IiE CAP IS Fl.USli W1Tli GRACE LEVa / ~BOor~X DVER lOCATE IIMJ PiN STATlDNMff ROD TO VAlVE Ai:TUATDR -Sf TO P\M' =::JlIEI MINNEAPOLIS STYLE CURS BOX I I NST ALL ALL UNDER GROUND PIP I NG PI ASTM D 2321-89 INSTALL GRINDER PUMP STATION pJI GRINDER PUMP INSTALLATION INSTRUCTI I ----- ADJ\IST EXTENSION ON CURB BOX SO THAT 1IiE CAP IS FLUSH Y/ITli GRACE L.!VEI... '" LOCATE AI() PiN STATIONARY ROO TO VALVE Ai:TUIITOR . TO MAIN / THREAD CIJRB BOX BASE . TO lIATING TIflEADS ON VALVE . TO I'\AP Standard Drawing 1 PA 1333 POI ----roc. --~ Grinder Pump Stati. Service Lateral De~ INSERT . STIFFENERS TO BE INST AU.EO AT EACH PACX JOINT CllUPUNG I I I I I I I I I I I I I I I I I I I I I APPENDIX B PROJECT PLANS I Nt:.'n ~I ON..:.. N::f-,' -, .DOt. UA.:..LOt.:. CON.::R~ t _ -.. 201 ('-93 SERlE:; /' GRIT CHAMBER OR EOUA.. SE:: OETAi~,'': . GRINDER PUMP ~ ' ' \17 UNIT OR EQUA:. " I r- EXISTING ~" Fl.()()R IlFlAIN SEE Orr,~. i 2 ,,/.., ~"~ 'i r- ABOVE GROUND FUEl TANK o \ i~-, 'N~';" PI'C, /"- PROPANE TANK "2 l! CONNECT TO o=tsnNG ~.. P\f: 'I // ',',.l;::: g t 'I ~ EXISTING .;" f'I!: pjPE Ii! / \><i: m /' t'... ~-. '2C': - - .; l\ L .' 1,+00 ~ ~~ ~ 2+00 "': / NEW 11'x4~ ELBOW / - - '. -. _ _ _ '5~: / - ~~:"-.:f- > / w." ~t.:"'- ~:;;-,^ ,,' ,/ ~STI~~~ j\\ -I PA.VEM~OETAlL. ' -~,1if,: / SEPTlC TANK /' ~ "" ' >>ID ORAlNFlElO /" WI.!-... I NEW 11'><90' ElBOW /' )\ 'b r NEW W HOPE pRESSURE: SERVICE ,- ~ NEW 6" PVC l.EAOlA.IT GRAvrtY ~?\' E. , ,", ,', ,f-& PROPANE TA.M{ .J I ' \ \ /' , " f '- \ i INSTALL HE'll lIANHOI.E . , ;' t' --- -___ \ " RIM EL 4719.32' ~~ ",' 1,1 l!JJ'o' 1 'NEW 4" PI'C GRAvm SfRVICE ~ !', V: I,. '\ ..,.:~, :,;;.',-,' NEW Ci.EA.NOUT "I '__, ", I RI~EL "no.OOm _- - -- - \ '/ , . ,d' , stELErAl'.:.t:L1=.--- - ). ,~ ~ . \~' / ElGSDNG 24" CONCRETE CULVERT W \ _ _ _ - r:_ p~\ WA.TER SUPPLY WEll. ....i '~" ',. . _ _ _ ~"-ro"~~15' "'''~_ _ ,2<;--- /,' " J~ ~ NEW Il"x~-~:;J' '''-4+00------- n;&l ----,---- J XC'f>, 100' WElL PROTECTlON ZONE ~-~~,_ L710t', ___-----~,I , ~4};~ '" , ,- , ' , .. , EXlSTING 6" SEWER '. ~r~ ... .;~'-:' ,- I I I I I I FORCEMAIN PLAN 50 0 50 100 ~--- Scale in Feet I I I I f =o%~~':~NirS3 oi~UA:. SPECIFlCA.l101fS SEE DETN.., EB ' F'AvalENT IlEI'lACtwa:r SEE tlaAlL.$ Ii, ' i : I "j , ; 'P~p~! .a.oorTIONAL F1U.1 ~ A.ROl!l4D NEW i N 4725 I 4720 T", ',.' pt,' lSTING GROUND , , " , , , , ; i . , --1 i I , I ; i NEIl' ClEANOUT I ! : SEE: ocr....L.Efl , t, -- -- "'IMSU~Tt: ~" - -PFE-~ri i PER DETAIL. ffi :..' ~ NEW 1i"..45" ELIIO\I'" 1 / _ .. RA.DIIJS!PER / NAN , RECOMNENCIIT1ONS ~a:: :::E~ . 0 "~c.J I 4715 ~-oR1' PRESSURE SElMCE ! 5'1 T ffi--! 0' -Q.! ~f ~! 'B' ~ z NEW f 11"xSO' J Z EU3(M' , Q , :c , EW fu 'x!l(Y '" ElJ3OI!IS ~ C. z >= '" 1:1 4710 NEW 1!"x.w ELBow ~ ! ~~e CONNECTION, ~1z.1;; SEE:.l/l:.I~ II ;:;i;:;..... 1 II"!I~~ : , 2122 ! "lit......". I <oJ <oJ ' i I 'I" I I , I I I I EXISTING i 24" CONCRETE CULVElIT I j i ! . . r '-EXISTING WATER , DEPTH UNKNOWN IolAII<lTAJN W1NIMUN 18" CI..EoI.IWICE PlACE PRESSURE: ;: ... 4705 I A.OJlJST FOFlCEIolAIN ~NECESSARY TO OBTAIN! SEPA.R.&:IION" 4700 I 46951 I 46901 i ,... ..L"" ~ f vv S+OG I n l nn vT...,....... ~ .J...""" I I VU 3+00 4+00 5+00 6+00 7+00 I FORCEMAIN PROFILE FlIU.StZE SCAJL: 1 '=50' H, 1 '=5' V (22)<34) HA.LFSlZE SC/\LE: 1"=1 DO' H, l'=lC' V (11xI7) I I 4735 4730 4725 4720 4715 4710 4705 4700 0+00 " 4725 4720 4715 4710 4705 .4700 4695 I I 4690 .\ ~ 0'"0\ . v \ ______, ' ~EW W HOPE PRESSURE: SERVICE \' . / ~ NEW ClEANOUT . ",,-, ~' , NE\\' 4" PVC GRAVITY ,'SERYl~, ;'J', ~,,~;t,;,.l,~ \ , ~~-~~' ,":-~_, CONNECT TO' EXISIlNG ' ':"",', _:-. .~.lt::: "'- 6"~~IT mLEr _ -~""-, 1:;). ' .... -___-, , NEW l;"-J2.IC --&, . ~ _- ~-" LEACHA.IT ,...,.,'.. ,r - _ " GRA.~ SERVICE ~ " <~::~:~;~___,/ '+,00 , . NEW MANHOLE .... - 4/20 ___ / j RIM EL 4719.32' . -e . ..... ----- /- '~ J': ~~'"~..~ / '" ., \ ,r / , LfACHA TE GRAVITY PLAN 50 0 50 100 """"'-- - Scale in Feet i t i i ! ':'{t;~ i_~:,,,- _~1 .:_-:...~_;-;:;:,_..::-;.~;-,_.L. . '"_'::. '":.,:::::-- -=..: ~---.: !:;~ ~ I ! PLAcE AND COMPACT saEC'l' NA11YE FIll TO 9~ OFiSTAAllMO PR~::rOR OENSflY 1+00 2+00 LEACHA TE GRAVITY PROFILE rulLSlZt SCIJ.E: I" m50' H, '"=5' V (22.34) HA.lFSIZE SCAlE: 1"m100' H, 1"=10' V (l1xI7) I I 'l I ;' .I -.....~-~"\. I I i 4735 4730 ... 4725 4720 4715 .., .,.. '" ... po-) n ;::: .... .... .... I 1 47051 4700 Ii ! ,~~,''''1 ll'l f _,". "~';"'" l COo' ~'-'~/ci'" -<~:-: -i; " f*: ~~ ~~, ;o.-~ r~ E~~ ;'~1 ~ -;..../0 '.... ;....~::- ~I~ ;-PRCf.~>' _.... 11111\\\\"-.".... .-... -' ~- -' P.' ~ \ \ .. '" z ., ii1 8 ~ I :r ~ <J '" 0 I '" U 0: N .. " !5 O! z :r '" <> <> <> Ii: Cl '" t:' '" '" '" '" :::E iii iii " ii:i ii:i z l ii:i fil fil " '" ~ z '" ~ C> l;;l '" i:i 0- S; '" ~ " " u I I I II z o en zZ: ~< x"'- lll::- c:l- w> s: <I: UJ c:: en CI III llJ --' l- - <I: IJ.. ::c 0 u c::: <I: a.. UJ ~ 00 ...J t:; Z 00 '" <( '" '" ...J a.. ....l ...J ~ tJ 0, III Z a <: c:: ....l "" <n Z r- z <: llJ ~ ::!: UJ III > N 0 0 c:: co "" ~ ~ :5 ,.-.. c:: ~ ''""' III 0 ?- ~ '" III a - <n '" ;.., "- U 1.6.1 ! 161 1 ~I i I AI .6.1 ! * I l>>oIT I RE.VISIOti SHEET NO. 1 of ,., ... I PlAN"' .(1;, ASPHA:.. T ~ \ CUT EXISTING PAVEMENT BACf: 12' fTYPl , /, ~12~ h C:j-'i:Sl~c j ENCASED IN ,4FT. , SAND CUSHION~ I 2' BLUE BOAAD INSULATION ["'" \""l;:.;;::.'':::'/.:.i'''''':,'i,''';' ,; ":;'.;Y.':C'~l~ "~~:::;~~,;'1 ::.~.~;;~~~ (:::':.~'~~~~~':~./:~':~:::<~Y~,f>.'.';~<'" 16- ~ l' ~ :"~ :. '.~.~! 2 :~';::';:1~~:}~,:~:::d j 6: L...~~ ,~..r:" ., ' ',' i t ! NOT::; INSULATION TO BE PLACED TO PROViO C A 6' FROST PATH FROM CULVER; TO PIPE. \ \ ! I \ 3" MlK EXISTING PAVEMEI.'T ~ I '?~ ~ \, j .... I L,. , ~~;--A~~~ I l~o=~~~2-.,::,~~-S PRlt.lE CClAT gy OWNER -------- : t 1- : : : - ' I I IlEDOlNG IoIA TERIAL ::=:~= ~~-=o,J ;~j ---1 J __oj _ I I NE'II 11" PRESSURE SERVICE INSTAlL 12' WINIWM OF :;14' MINUS CRUSHED BASE COURSE. ! ~ I / '/4' BUOW TO" O~ TRAVE... SU RF ACE ,-HEAVY DUTY MONUMENr BOX. :' MUNI::IP..... CASTING . i _. ! ~ StilL JOI\/T W1T11 RAM-NEk ~S11lEEJ PAVING AND ___ GRAVEL'S REQUIRED ../d"J- ..~ '-c ~ ~ .~;: '--- . I n' ! S"li3' ROUND CONCRElt SlAB 1/8 BEND (45") /C~i-~= m.UST BlOCK / ,(et::JNNEcr 10 4" SEWEll WJN ~ -Ii' ClEANOUT IS LOCATED IN A SfREET, ALLEY, DRIVEWAY, OR OTHER TRAVEL WAY; CLEANOUT PLUG SHQULD BE BURIED ;;- BELOYI THE fiNISHED GRADE ELEVATION. Typo I be. --- 2" BLut IlOAAl) INSULATION OR EQlW. 12'\22 PRESSURE SERVICE INSULATION DETAIL \Y'NOSCALE 1-1/~" HDPE/PVC COUPu:R~ 1'-'/4" HOP::: ~ " Typo U be, -~~'-- I :...i CD PAVEMENT REMOVAL & REPLACEMa7 2 NO SCALE ENCASED IN SAND CUSHION 4 FT. I PAVEMENT REMOVAL 8: REPLACEMENT t. CONTllACTOR SHALL REMOVE EXlSTtlG PAVEMEH'T IS SHOWN ON DETAIL 2. CON11IACroR SHALl. INSTAlL A WINlt.lUl.I OF 12' OF 3/4' CRUSHED BASE COURSE. ro A F1IW. GR.\DE OF 3" BELOW EX!STJNG ISPHALT. I .---r-- BEDOIIG WAl'ERW.. I NEW '1" PRESSURE SERVICE~ 4" --!. I 16'\ PRESSURE SER'\'lCE INSULATION DETAIL '~ NO~ S'-S' I 4" SCft 40 PVC PIPE OUT r-------------------lr---------l I II I I II 1 I II I I 11 I I II I I II I () ! : I II II II II II I II I L-------____________JL_________J GRAD:: WUS! SLOI'l: AWAY FROM STATION FILL ro GRADE 'MTH CLEAN 3/4' MINUS CRUSHED GllAVEL AND COt.IPACT TO ~s,; OF STANllARO I'ROCTOR 4" SOH. 40 PVC PIPE IN I 2'-4' 1 I I TOP VIEW OSCHARGE NOTE: PROVIDE A RISER TO TIE SURFACE FOR ACCESS (BOTH OPENINGS) I GRAVEL BEDDING I I I I i , 4'-4' 41.S' I I , I I I I t!" FEMALE PtPE TII1READ 4'-r DlSCIiARGf: CD 1-1/4'><2' REDUCER ! 2.x4- REDU I TRAFFIC-RATED SERVICE CLEANOUT DETAIL NO SCALE UNDISTURBED ENm! INSTALLATION SP~CIFICATIONS t. ALL IoIATERIALS ~BE INSTALLED PER THE RECUlREt.lENTS OF THE 5TH EDITlON or TII1E MONTANA PU WORKS (wPW) STANIWl[) SPEClFlCATIONS, WARCH 2003. 2. TII1E CONTRA..."'TOR BE RESPONSIBLE FOR LOCATlNG AlL \111L/TlES PRIOR TO EXCAVATION. ANY TO EXISTING l1TlUTlES BY TII1E CONTRACTOR WILL BE KIS RESPOI>ISIBILm'. ' 3. PPE SHALL BE eaxlm AND BACKFlLLED .. ACCORDANCE wrrn SECI1DN 02221 AND 02730 OF THE IolPW SPEClFlCAT1ONS. BACl<F1LL SIW.L BE COt.IPACTED IN EIGKT INCH UF1S TO 95" OF' AS'n.I 0598 AND MEET THE RECUlREt.lENTS OF 1YPE A TRENCH BAClmLL 4. THE SEWER t.lAIN SlWl. BE TESTED IN ACCORIlANCE WITH SECTlON 02730 OF' TIE: loIPW SPECIFlCAlJONS. I 5. AlL T1RENCHES SHALL BE CLOSED AT lHE END OF THE WORKING I:II.Y. THE EXPOSED TRaICH END 'MLL BE SECURED 'MTH TENPORARY f1ENClNG AND/OR EQUIF'loIENr. 6. CONTRACTOl! SHAll. VERIFY AU ELEVATlONS AhtI SEWEll GRADES PRIOR TID INSTALlATION. GRAVIlY INLET MATERIAl SPECIFICATIONS 1. AlL MATERIALS SIiI.4 BE INSTALLED PER THE REQUIREMENTS OF THE 5TH EIlIT10N Of THE MONTANA F'UU WORKS (WPW) STANtwW SPEClFlCA'IIONS, MARCH 2003.. 2. AlL SANITARY SEWEFl PRESSURE SERVICE PIPE SHALL BE W HOPE 0R7 PIPE. 3.. AlL SANITARY GRAVnir WJN SI1AlL BE 4" SDR 35 PYC PIPE. 4. AlL LEACHATIE CRAVIlY I.WN SHALL BE 6" SOIl 35 PYC PIPE. 5. AlL JOINTS SHAll. BE CASKETED. 6. IoIANHOLES SHAU BE PRECAST HAVING I'JW.IES, COVERS, AND STEPS loIEEIfNG REQUIREMENTS OF SECTION 0222' AND ASSOClATED STANlWlD DRAWINGS. 7. PUIdP AND PUMP CONTROL SYSTEM SI1AlL BE A NEW ElONE 20 1 0-93 SERIES GRlNDER F'UMP UNIT PER SPECflCATION Q253&- 'SEMI-POSITIVE DtsPlACEMENr TYPE GRINDER F'UMP STATION" AND SHAll. BE INSTALLED PER IoIANUFAGTlJRER'S SPECIF1CA noNS. CONTR.tGTOR TID PROVIDE crrr WI'1'H ONE AIlDl11ClWll NEW GRINDER PUIolF' CORE IS A REP~ENT F'ART. NOTIE: NO cONCRETE ANCHOR NEEDED :- 1NLEf; EPDM GROMMET FOR 4" OW\! PIPE (STAN[Wl[)) CD SIDE VIEW 1.000 GALLON CONCRETE GRIT CHAMBER NO SCALE: GRINDER PUMP STATION NO SCAlE CD ~ ,,:,"<'~~~JrJI~,. I -" \>-,- "/q,." f~; - < V) k! ~_~t1~:: -, Il. ~ ~ _'""C. _il.. "Wl. .~_ %~: ~t~ ~I~~ '<~~,,-"'.t;;,= /{o':. - :'b:- "" '1' "-Piif.,;>,,,, lljJj.L~.\Wll'_""'....................... ~: C> .. z .. Iil 8 '" l~ I ~ :J: :! t.) :J: t.) I t.) 0: .. 52 ~ ~ :> i; t.) u 0 ffi l!! ci '" .: m ~ <Ii i;; => i\i i;; z ! i;; lil ! ~ ~ z 0 ffi S ~ I:> Q Ei CI) z 0 f- <:: :.J I.:.. ~ I.U C:... (/) Cl Z <l: en ....J '" <l: ~ ;:: ~ l;; w '" Cl :!: '" ~ :::l ... u.. U ::\ OJ ~ ~ ..... 0:: ...J c.. tIl Z ... Z -< ~ :;s !Xl UJ > N 0 0 0:: ~ '"' ::;: '" ~ g 0 0:: !Xl iu >- i::: II~ Ul ~ tIl -< r u ~I 1.0, '~l D.l I # lDAT:: I REVISION SHEET NO. 2 of 2