REQUEST FOR CONSTRUCTION BIDSMarch II/2019

HANKES BROOK, LINCOLN GAP, WARREN VTCULVERT REPLACEMNET, AOP

FOR:

The Town of Warren

US Forest Service

Friends of the Mad River1.0. Project Background

The proposed project work is located on the Lincoln Gap Road over the Hanks Brooks in Warren VT toreplace an existing corrugate metal structural plate pipe-arch (closed bottom) with a width of 11.4 feet71% of the channel width, a height of 7.25 feet, and a length of 64 feet located on Lincoln Gap Road.Thebottom of the pipe is beginning to rust and the pipe invert is deformed. The culvert outlet is perched byapproximately 1.1 feet between the invert and a normal pool elevation. A scour pool exists at the

culvert to outlet that is approximately 3-4 feet deep. Both the upstream and downstream ends of the

culvert are supported by concrete cradle walls. The downstream cradle wall has been undermined and is

showings signs of deterioration with portions of concrete missing. This is an Aquatic Organism Passage

project,

2.0 General Scope of Work

Work tasks will generally involve the removal of undersized culvert, replacement with open bottom arch

as described in plans meeting all requirements of the AOP following the attached plans. (Attachment A)

Construction will take place during dry weather and low flow prior to the deadline stipulated in theStream Alteration General Permit. Work hours and time frame will be agreed upon by the Contractor,

Project Coordination Team as reference in Section 3 prior to construction. All disturbed areas shall be

returned to pre-construction conditions and additional habitat stabilization implemented. Disturbance

shall be minimized during construction.

3.0 Owner's Project Representation

Oversite of the project will be conducted by the Project Coordination Team consisting of, US ForestService, US Fish and Wildlife Service, The Friends of the Mad River and the Town of Warren staff. The

Contractor will be obligated to comply with directives from the Project Coordination Team to ensurethat the all contract provisions, design specifications, and permit requirements are met. Team will assign

a point of contact to streamline this communication.

4.0 Sequence of Work

The final sequence of work will ultimately be determined by the Contractor and submitted to the ProjectCoordination Team for review and approval prior to Construction.

Page 25.0 Specifications

Technical specifications are included in the details and notes on the construction plans. Contractor will

be obligated to adhere to the Terms and Conditions in the Contract to be used for this project.

The project will be conducted in a manner which minimizes or avoids any discharge of sediment or otherpollutants to surface waters.

An onsite pre-construction conference is to be held with the awarded contractor and representatives

from the Project Coordination Team and permitting agencies.

In-Stream working dates for all General Stream Alteration Permit activities are through October 1st. Any

in-stream work outside these dates will require consultation with and prior authorized from the River

Management Engineer.

6.0 Sediment and Erosion Control

Work will need to comply with sediment and erosion control measures as detailed in the plans by

Milone & MacBroom.

7.0 Construction Notes

Construction notes are contained in the Plans.

8.0 Methods

Methods will be agreed on between the Contractor and Project Coordinator Team.

9.0 Construction Schedule

All project elements are to be completed by the deadline outlined within the AIMR Stream Alternationand Army Core Permit. Construction is planned for August or September 2019. All work must be

completed by October 1, 2019. A notice to Proceed will be issue by the Project Engineer prior to thestart of the work. All excavated fill/ pavement, guardrails, concrete and bedrock are to be trucked to

the Warren Town Pit.

10.0 Regulatory Requirement

Federal/ state and local permitting has been received for this project and conditions of each permit mustbe followed during construction. The Contractor must review permits in full to understand all regulatory

requirements prior to construction. All permits must be posted at the project site prior to the start of

Construction. .DAVIS BACON WAGE REQUIREMENTS: Bidders agree to abide by the Davis Bacon Wage

Rate Schedule. Current wage rates can be obtained from the AOT web site.

Page 3

BUY AMERICA REQUIREMENTS: Buy America requirements of 23 CFR 635.410 are applicable to allFederal-aid construction projects. All steel or iron products permanently incorporated into Federal-aid

projects, shall be products that have been entirely manufactured within the United States. Allmanufacturing processes of the steel or iron material/ in a product, must occur within the United States

to be considered of domestic origin. This includes process such as rolling, extruding, machining, bending,

grinding/ and drilling. The action of applying a coating to a material is deemed a manufacturing processsubject to Buy America. Coating includes epoxy coating, galvanizing, painting, and any other coating that

protects or enhances the value of the material. This requirement does not prevent a minimal use of

foreign materials, provided the cost of foreign materials used does not exceed 0.1 percent of the total

Contract price or $2,500, whichever is greater. The cost of foreign steel or iron is defined as its value

delivered to the project.

11.0 Compensation

The construction contract will be between the selected Contractor and the Town of Warren. Payment

for the project will be made in two installments" One after 50% completion and one after projectcompletion and a final site inspection with the Project team. Prior approval is needed from the Project

Coordination Team for all change orders. The invoice will be submitted to the Town of Warren for

review and payment.

Note: This project is being funded thought multiple grants already awarded. If project is not completedby October 1, 2019, a fine of a $l/000/day will apply.

12.0 Bid Submittal Information & Format

The engineers' estimate the work is between $300,000 and $350/000 with a temporary bridge. Biddersmust be listed on the VTrans "Prequalified Contractor's List". Bids submitted from bidders who are not

on the VTrans "Prequalified Contractor's List" or who cannot provide written proof of prequalification

fromVTrans prior to the time receiving the bid will be deemed unresponsive and returned. We also

request that you cite experience with AOP projects in your bid documents. Please use the following bidform for submitting your bids.

Note on Add Alternative: Temporary Bridge - The Town will be weighing the option of closing the road

for 30 days vs a temporary bridge option. It is unknown at this time.

Bids and qualifications shall be presented on organizations official letter head and attached biddocument and shall include project reference for past work of a similar nature. Bid proposal must be

received by April 15, 2019, electronically by The Town of Warren, Town Administrator/ Cindi Jones at:ciones@warrenvt.orR Notice of contract award will be by April 23, 2019. The Town of Warren and its

partners reserves the right to reject any or all bids on its own motion.

Electronic copies of the construction plans are attached to this bid request. Bidders will have until

March 22, 2019 to submit questions via email to both cjonesQwarrenvt.ore and

aesconsulting(5)Rmail.com _Answers to questions will be provided by April 2, 2019.

Page 4

The Project Teams has the right to accept or reject any bid if they do not meet the criteria of the projectand feel is the best qualified for the project.

13.0 Attachments:

Attachment A: Construction Plans

Attachment B: Bid Sheet

Attachment C: Constrictors EEO Certification FormAttachment D: Debarment and Non-Collusion Affidavit

>n3:

Know what's belOW.Call before you dig.www.cbyd.com

LINCOLN GAP ROAD OVER HANKS BROOKCULVERT REPLACEMENT

WARREN, VERMONT

FINAL DESIGNSEPTEMBER 14, 2016

REVISED: SEPTEMBER 29, 2016

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CULVERT REPLACEMENTPROJECT SITE

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PREPARED BY:

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FRIENDS OF THE MAD RIVERPO BOX 255WAITSFIELD, VERMONT 05674

IN PARTNERSHIP WITH:U.S. FISH & WILDLIFE SERVICEU.S. DEPARTMENT OF AGRICULTURE FOREST SERVICEVERMONT DEPARTMENT OF RSH & WILDLIFEVERMONT AGENCY OP NATURAL RESOURCESTOWN OF WARREN

LIST OF DRAWINGSNO. NAME TITLE

01 - TITLE SHEET

02 EX SITE PLAN - EXISTING CONDITIONS

03 PL SF!£ PUN - PROPOSED CONDmONS

04 SE WATER HANDLING PLAN & NOTES05 STR-01 STRUCTURAL PLAN

OB STR-02 STRUCTURAL DETAILS

C7 STR-03 STRUCTURAL & WATER KANDUNG DETAILSOS B-1 BORING LOGS

09 ),tPT TRAFF1CMANAGEMENTPLAN

gOGE OF-.GRAVELROADWAY, rrVP.)

EXISTING TREE (TYP.)

TEMPORARY BENCHMARKSPIKE SET IN 24' MAPLEELEV: 997.94 (DATUM ASSUMED)

OVERHEAD UTILITYUNES (TfP.)

EDGE OF PAVED.ROADWAY (TTP.)

O^DINARV HIGH'WATER (TYP.)

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ARCH (TCP. 1

EDGE OF WATER (T?.)

MAPPING NOTES:TOfCCWhl AUStS'MU'PUa EUd'iclEO B> iHEMEH £.'iG:li££itI>iG. K.'H;UlhE » HACfiRCOK •CLLV£AT RET-ttfEtiE^/T" SHi FlA^JO-Atl GF M?v,W. VT. UUl&L-^ CAP'fl.QAD, EC<L£ l'-J^'.l>ATEOAUGUST th ;ii!fi.

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EX

Ex. Tw(Typ.)EX.TREE TOBE REMOVED

Ex. Temporary BenchmarkSpike Set In 24 - HapleElev: 997.94 [Datum Assumed)

fx. UtilityPole (Typ.)

COVEK STONE ARMORINGWITH GRUBBIHGS AND PLANTWILLOWS IN VOIDS ON LOWERHALF OF THE CHANNEL BANK

Ex. Overiwad UtiiiiyLines (Typ.)

Edge Of PavedKaadway (Typ.)

Ex. Ordinary HighWater (Typ.)

FULL DEPTH RECONSTRUCTIOK,CONTRACTOR TO CONSTRUCTROADWAY PER TOWN STANDARDS& APPROVED BY TOWN.

EX. TREE TO-BE REMOVED . \^ .\

APPLY STONE RLL - -TYPE 111-^<VTRAN5 613.12} ARMORING', ABOVE CHANNEL BOULDER.

TOE 'SEE DETAIL

PROPOSED CONCRETEWINGWAU. & FOOTING [TVP.)

CREATE CHANNEL TOEUSING NATIVE BOULDERS- SEE DETAIL

PROPOSEDGUARDRAlLfTVP,}

APPROXIMATE BORINGLOCATION (TYP.)

Ex, Tailwater CantrufTop O/ LedgeEtev»9a4.9 --

SEE STRUCTURALPLANS ON SHEET5TR-01 - STR.03

PROPOSED CONCRETE. ABUTMENT(TfP.)

RECONSTRUCT CHANNEL THROUGHCULVERT AND IN UPSTREAM AND

DOWNSTREAM TRANSITION AREASTO INCLUDE A LOW FLOW

CHANNEL-SEE DETAIL

PROPOSED CONCRETEMEADWALL (TYP.)

Ex. Edge OfWater (Typ.)PROPOSED EDGE

OF WATER (TVP.)

PROPOSED ORDINARYHIGH WATER (T/P.)

PROPOSED GALVANIZED STRUCTURAL?TEEL PLATC ARCH CULVERT(16.0'tV;)x8.0'(H}, 10 GA.)

Ex. 11.42' W by 7.25' HGalvanized Pipe Arch (Typ.)

Ex. Scour PoolBottom Elev. =932.48

GENERAL NOTES:

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SEPTEMBER 14,2016

PL

REMOVE TREETEMPORARY BYPASS ROAD

•Existing 4" CPP To BeJemporarily Retocated,

Existing ^S' CPP To BeTemporarily Relocated

WATER CONTROL NOTES:1. THE KtOFOSED WA11A CCf.IKOL M-Hfl IS PROVIDED AS ft RECOHHMOEt) APi'KDACH. THE

COHIRACiaB IS Rl-EiWiSlEU. FOR SUBHttTlMC A fSafOSW COhSinuaiD*) StqUUCL TU IHi.FROiECT fJGIMEM FOllAI'Fm'iVALFRiaR TO THE START D^ CDItStRUCTtOH

3- ViORK OURMG L&rt WA1tR.

3. OK TO WORK IH WE1, 1E:1 Ml><Wl^ mVEH OIAIlfiEl. DUTUnBA.M^I- W0?uc OS PLATtQRH OF RIVESC062LE AMOUA7E.

<t. IhSTAU. WA1ER GIVtilSIOI A3 'HOWK t)l PLA*i ST/1GE !, tl & III OR FUNp AltCtjfD PMCTtCE-

'1- CONttmEWATtRElf',ll.RSI&*)OftPU*1PARUU?IDrRAI-IlC£ LKIIL WGBK IS CDUpLEtt.

6- THERtSHMl.BEHOCLUHS WR tXTRA COHFt.*jSA1lD*< FOR PROJECT DEIATS DUt TO WATER.CONTROL ASSDCUilEDVfim IHEiHV.I.ULR LEVILS tRDS 11A1UIUL EVEWtS SUCH A5 HCUtlS-

CONSTRUCTION SEQUENCE NOTES:

i. INSTALL ItHFCBART CDFiCMTE BLOCX AS MQU1KID IOR JLMPDMRT B'UDGE ^ EDm EHt?S OfBROOK - SEE DE Till- OH Qtttt STH-tti,

3. IFiSTML rmPOWRT 6MDGE PER HBMJtACTUIURS RECOMHE.WattOIIS ISFt.CIHCATlOnS.

A. IhSTALL lL*t?CRARY BYPASS ROAD COriWCTtHS TO ItHPOMInfBRJKil:,

S. IhSTAU. IKAfFlC MMtAGCMLIT K£AE'JRE5 KR nA*;S.

t. IFlSTAU- SMaSAGS AH3 FUHP WAIER AtOUriD.

7. KEKOVE tWSTWG CULVESF.

IhSIAU.WESTAKJTMt'rtWiOWI'ev/AU.FOUmeSFtftFWto.

SEDIMENT & EROSION CONTROL NOTES:1. tllESEOlHCMAf>OUtOSIDNCCntF!QLraA(-HCtS[MFLE"ltNtLDA6 PARroF THE PitOlECT SXAtl. UE

IMPLEHEtirtO AND HUNTAIFiEO ACCOitOI[>G 10 nKE LOW RJSK SirE HWDBOOK fOR 1-RCSIOri PRaTECTIOn*JiD SE&INE.W car.TAOL1 UyiOANCt OCCU*<lKr FROM IHE VEHHDfiI DtFARTHEHT OF EWlHOIlMEMtALCCF*15ERVA71Q'(. WtfEiU; AfTUUSLE I!) CO(>*Ul-FflTIG(< WIHi mOJLCI LNQihttH.

1. Hit raCMECT IS LDCME.O SO MhWt niu. BE HOS1LT COirAltllD WlllUtl 1HE PilOPOSEO SIRUCTWI;EKCAVATIDM AFID D1MT WATER PKOtajCED tX-WISCUNSrttyCTtOH V;)U- SE. TREA7E.D US SHOWN C« tlAfiS.EKOSIOfi COWRCtS NEECU3 t*<0-UDE: DEWATERIHG BftS](>S A<(D POSSIBLY UMITtO SILT FEhCl'Ki IFSLDIH^NI MICStAttaH t5 OBSt.KVtD DUWKG COIfSrHUCTIQN. A3 Oi.TtRHlM-D Bf T«E FRDILCI IHQlhtLR t"<IIILtlE.LO.

3. T)l£ UMItS OF aiSfURBAIICt SKStL 6E CLUFU-Y KAIWES fN THE. HU-D FOR IU.V1LA' BY -n)E FtalECI EIIGIfJEER.

T)IE CDtftRACTDil IS RlSFCfiStBLE toil WS. IWWtWCt Of AU- SOIL tRDSION JUiO SEBlMi.W COHTiial.HEASURiS- IHE COMStRUCriOH ItlSPECTCRVltU. VEftlfY tilt; HAlMUlAIiCE 011 A RlEGEHRrtlriED EOILD'JLEAND AFTER fUUW.U-L IVmTS OF D.l IhQt OR SIEAILS.

WITKtft d9 HOURS W FIFUl. G[^AD1^(;. mFOSED SOIL HOT PKDncttO SV StWjE lUmAP n-JST BE StlDED MOMiiLCH (SEE SITE MSTORATiO*) fUriS).

THE SttE SffOULO 61; KtPr Cl.tAtt W LCOSE OLiiSlS. UnER, AHD BUlt-Ulf.C HArtRULS.

A COPY OF ALL PlA.'iB AND REVISIONS. AffLICASU FIItHITS. AHO IKE SEDlMUt AVD £RBSIO)1 COHmOL nAISHMLe£MAtMTAl^UlCT>-5IT^:BYTH(;CO•^IRAI-1W^A^AU.^)HLE OURIfiG CBHSTftUCTIOfi.

SITE RESTORATION NOTES:

3. );>S1AU- EASF ABUIMENt ANO WlhGW&LL FOOTINGS PER FLA.'IS.

4. IfiSTAU- FLAIE ARCH CUWC.W fW PtAHS.

S, IHSTAU- "EAOWALIS 6 WlOrtoVIALLS ?tft Pm'JS,

6. BAOU1U. & RESTO-U: ROADWAY O^tit HEW (.'Ui.VtRT.

7. 01VMT 1RWHC 6ACK DMO UHC.OLfi GAP ROAO.

B. RIfO'/E •rHAfFICHUl&GEMLIil HEASl^IS AN& rtHFO'UUtV BKPASS ROlD,

TiMPORARY BYPASS ROAD(TO BE REMOVED AT THE

END OF STAGE III)

SANDBAG5 (TYP.)

SCALE: 1"=.10'.0- TEMPORARY BRIDGE PER MABEY BRIDGE,TEL (410) 379-2800, OR APPROVED EQUAL.CONTRACTOR TO INSTALL BRIDGE PER MANUFACTURERSRECOMMENDATIONS AND SPECIFICATIONS.THE TEMPORARY BRIDGE SHALL HAVE VEHICULARPROTECTION RAIUNG5 AND SHALL BE DESIGNED FORHS.20 LOADS MINIMUM,

1. COIiaiRUCT RiHAlMhG FDRtlOfiS OF FHOPOSED COKDIIiehS FUt FUUS.

3. GRAOC CHAflh El-BANKS FLR PLUS. aAOtftl.LAIO GRACE BEH1110 Wi(16WAUS,

4. RLMO'/E SAhD&MiS / r£HFC)UmY COtttROAH.

',. REMOVE SEDIMENT & tHOSICW COffrHDLS.

6- Ri-srORE SITE (Stt Sift ItEStDRAUaM H01ES1.

NOTE

\'.

COWlACTORMATSJBmT.U-TERNAIE COHS1RUCT10N StQ'JtHCS TO IKE EMtilhtCR FCfl AFFRDVAL

WORK rOBECOMn-tlTEDOyiUMCiLaW^LaW.

V.

•tHlStt-ORKSHAU.COMStSrOFfU:S1?UNG1»£PJtOlECt SItI. ACCESS ROrjTE, ASO UL DrHEIARUSDI5FUUED OURjrvS COIIStllUCTlOri TQ WE-COK'iTHUCtlO.M CDUDltICfiS TO tHE EXTINO FOSSIBU;. INADDITtOH. TtlE IDLLDWtHG SFiaFlCAnOHS ?fU<.

itt-oti-mt nanvt SIREAMBED v/irn MIX OF FAHTILLE SUES tretoutiH srs.iicTURi: AND Wi ALL DISTURBEDmwam STHUWBCO- Rouiiiiui cHuiriEi- WITH RSIIDOH BOULDER CLUsrtRS, WIERE hELEssuy. REFER TOC:HAh*<EL*VrtYFROHI',0.»OFCni;XAHR^(VIRA>>SS-I;aNCAT10H 163.1 f K»S UtAKhtL iXCAVArtOK).

ALL OtStUREED AREAS S iUU. BE RISIORID TO Pat-COSSTFiUCTIOH CarjDniOI'i UPOH CaMFl£TID*i OF ViORK.1KCLUDWG BOT IIOt L1M1TEO tO AtlY 51001FILE AND SIAOHICi AHM5, CD?1SIHUC110[1 tffUlPMENT rARKltlGAREAS, AfiOWlYOTHtHARUSDlSIURBED OR DAHAGIDOLWNGCOhSWUCtlCft. USiaiWtlON HAYIhCLUDWS LiQHI CRADiIIG. TCFSOIi. AhD SELD. HJ1.DI. AND;OH ?A1CHlt>Ci OF RO&O SU'UACE. Wt^ PAICHL'IGOF DIE GRAVEL flUAOWAV SHALL USE MATOUNGHATERUL. AS £P£CinLD6TtHtICTAN.

RLAiTl.l fiIOCKHLCD GRUMtfK HArtRtU. 10 A DtPIH OS 6' HIMHl."! AT AL1. OISTUIEED AREAS. ACCOAOthG^ VtRANS SPtCII'tCATlCK (jiil.07.

At'PL'rtROSlOMCOMTROLBLAriKE.nQa.OFLSSIELFERtHVIi:! SLOPfc. USE B10*f« SHOftT 1EHHamCH.&UDASl.E UtaStO'l E.OtTROt aLANKEIS nw hUHEER Sl'.CBK. AS HAhUFACIUREO BT NORTil (WERICAIQW.t.fl, S4(HS1.WENDi.L-OrH7HtAHAnCWD.POSETVHL£. Pl 4?M3. OK. Af-FROVEDtOUAL INSTALL E.10S[0*1COItROL BUL*JKEt ACCDR01NG TO HAHWACTUMR^ tMSTtUjC-TtOFlS AND SFLCIFICAIIOIIE.

AlLOtSIUREEOAREA37DBIiU:-VEtiETA1EDSIUU.Lei:^EEC'i:OA>iO FKOWCTEC HWH EROStOK AS SEMN ASpRAcnau. once nmsn ciuoe is ACKK.VEO, fuvcGCTArioff FRDCTDUKIS SHOULD rou-ow VTRAfiSSFEClttCATlOK Ul fCR 1URf ESTABLlSHHEfn.

SE.E.OHDtFOHHtSTOfllHGAU.DISnjH.m-DARI.ASWimtfnHEPROILCT 511E S»WU. B< SEW EIIGUViDCDSEtRVArtDM / W1LOUF6 MK (PHOViDED Wi NEW IWLUD ntTLAhO FLVitS, 1HL. BiB WEST SIREIT,AMHtft^. IW OtOU, 1^ APPRWm U}UM-)AFFU£DA-t A SATE OF 2S FOUNDS FEB ACHE OK APf'ltCWyitWALCONtiUODR SHKU. FrlOVtOE A USt OF SPtatS IfiO-UOED W ltd HIK FRICR 10 AtFUCATIOII raR ElLVtLW A'<DWnOVAL BY Ttlt PiiaiEO tHca-llER. SUO QUALny MU. COHfOW 10 VTRAIIS snariuTio'i jas.oi-

<U.L sctow wt^a mu- BE. CD^RU) M[H MM HUICH ACCOR&IMB to WKWS wtancs-wi ?<.s-io. APPULDAT A RAFE OF 2 IChS/ACHE, ASO HECHAMCAU.T A.MOICW.D-

^U.UStCTtATlQrtWDUt IS SUHIECT TO tL'UU.ATFROVAL BT1HE TOWN A.MO ?RU]tCT iNG[NU.R.

' Existing 4 ' CPP To SB.Temporarily Retoedted:

Existing 18' CPP To Be

Temporari/f Relocated

Existing 4" CPP To BeJemporanty Relocated,

Existing ^S- CPP To BeTemfMrarify Relocated

CONCRETE ABLJTHENT & •V/INGWALL FOOTING

(WEST) <TVP.)

STAGE IISCALE: r-io'.o'

SANDBAG5 (TVPJCONCRETE ABtfTMNET & •

WWGWALL FOOTINGfWEST) (TYP.)

SAhtDBAGS(T»'P.).

STAGE III & IVSCALE: I'KlO'-O"

-GALVANIZED STRUCTURALSTEEL PLATE ARCH CULVERT(16.0'(W)xB.O'(H), 10 GA.)

CONCRETE HEADWALL fTYP.)

+

£

§

gRB

SEPTEMBER 14,2016

SE

GALVANIZED STRUCTURALSTEEL PLATE ARCH CULVERT(lfi.O'(W)x8.0'(H), 10 GA.)

Ex. Edge of PavedRoadway (Typ.)

COHCriETEABUTHENT (TCP.)

GUAftDRAIL (TYP.)

•C.LP. CONCRETEW1NGWAU. &FOOTING (T/P.)

&. Culvert To BeRemoved (Typ.)

PLAN VIEWSCALE: 1"'.10'-0"

GUARDRAIL(TiT.)

/'

NOTE: ESTABLISH UNIFORM GRADEUNDER PROPOSED CULVERT DURINGEXCAVATION TO ALLOW CHANNELRECONSTRUCTION

GALVANIZED STRUCTURALSTEEL PLATE ARCH CULVERT(16.0-(W) x B.O-(H), 10GA-)

1000•Ex. 11.42'mx7.25'h

Netal Piate Pipe Arch _ _ _ _ gg,;

•INV.s 985.0

'^:^>wed _ 990i7o-MTfj~ ~7 ~B'e^dr

BELOW BEDROCK,

GENERAL STRUCTURAL NOTES:

ALL MATERIALS AND CONSTRUCTION SHALL COKFORM TO STATE OF VERMONT AGENCY OFTRANSPORTATION STAN&ARD SPECIFICATIONS FOR CONSTRUCTION, DATED 2011, AND ITSLATEST REVISIONS, AND THE MSHTO STANDARD SPECIFICATIONS FOR HIGHWAY eftIDGES.DATED 2007, AND FTS LATEST REVISIONS.

T/PICAL DETAILS AND NOTES ON THESE DRAWINGS 5HAU. APPLY UNLESS SPECIFICALLY SHOWNOR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILARTO DETAILS SHOWN FOH OTHER SIMILAR CONDITIONS.

IF ANY CONDITIONS ARISE DURING CONSTRUCTION THAT PRECLUDE COMPLIANCE WITH THEDETAILS SHOWN ON THESE DRAWINGS, THE WORK IN THE AFFECTED AREAS SHALL CEASE ANDTHE ENGINEER SHALL BE NOTIFIED IMMEDIATELY.

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR EXCAVATION PROCEDURES, SHORING, ANDPROTECTION. FOUNDATION EXCAVATIONS SHALL BE REVIEWED AND ACCEPTED BY THE ENGINEEROR HIS REPRESENTATIVE PRIOR TO THE PLACEMENT OF ANY REINFORaNG STEEL OR CONCRETE.

CONCRETE NOTES;

ALL PORTIONS OF THE FOOTINGS. ABUTMENT5, HEADWALL5, AND WINGWALLS SHALL BE-CONCRETE • CLASS B- GENERALLY CONFORMING TO VTRAN5 SECTIOM 501 SPECIFICATIONS.

THE MINIMUM COVER FOR REINFORCING STEEL IN THE SUB5TRUCTURE SHALL 8E THREE INCHESALONG WALL FACES AGAINST EARTH, AND TWO INCHES ELSEWHERE UNLESS NOTED OTHERWISE.

REINFORCING STEEL PLACEMENT TOLERANCES SHALL BE AS FOLLOWS:

BACKFILL SPECS:

1. GRANULAR BACKF1LL FOR STRUCTURES: GRANULAR BACKFILLFOR STRUCTURES SHALL BE OBTAINED FROM APPROVEDSOURCES, IT SHALL CONSIST OF SATISFACTORILY GRADED,FREE DRAINING GRANULAft MATERIAL REASONABLY FREEFROM LOAM. SILT, CLAY, AND ORGANIC MATERIAL.

COMPACT AU. BACKFILL AROUND PIPE IN 6" UFTS TOMINIMUM 95% AA5HTO T99 STANDARD PROCTOR DENSnV.ASSURE VOIDS AND SOFT SPOTS DD NOT OCCUR UNDER THEKAUNCHES- BACKFtLL HEIGKTS MUST NOT HAVE MORE THANA TWO UFT DIFFEREFmAL FROM ONE SIDE OF THE PIPE TOTHE OTHER TO PREVENT DISTORTION DURING COMPACTION.

GRANULAR BACKFILL FOR STRUCRIRES {VTOANS 204.30)SHALL MEET THE GRADAT10N REQUIREMENTS OF THEFOLLOWING TABLE AS DETERMINED IN ACCORDANCE WITHAASKTOT27AND AA5HTOT11:

SPACINGCLEARANCE

I./. I-

+./- 1/4"

REINFORCING SHALL CONFORM TO ASTH AG15 GRADE 60, REINFORCING STEEL SHALL BECOWTINUOUS AND SHALL BE FABRICATED AND PLACED IN ACCORDANCE Wm4 ACI31B.LATESTEDTTJON-

NOTE:

* THE PLANS SHOW CONTECH BRIDGE SOLUTIONS GALVANIZED STRUCTURAL STCEL PLATE ARCHCULVERT AND HEADWALL DETAILS. CONTRACTOR MAY SUBMIT AN ALTERNATE FOR APPROVALWITH CALCULATIONS BL DRAWINGS.

TABLE 704.08A

GRANULAR BACKFIU. FOR STRUCTURES

5IEVE DESIGNATION

7S mm (3 inch)

4-75 mm (No. 4)

150 vm. (No. 100}

75 pm. (No. 200)

PERCENTAGE BY MASS (WEIGHT)PASSING SQUARE MESH SIEVE5

100

45 TO 75

0 TO 12

OTOG

E5TABUSH FISH PASSABLE LOWFLOW CHANNEL THROUGH

CULVERT • SEE DETAILLincoln Cap RoadCentert'ne Profile

%" CR™^^/-- \ ^^^^ ,^^,'-^-BT-tTTsTT'i \POTENTTALSEDIMENf

TRANSPORT AREA \ . .._. _ _ _FILUNGAREA

• CONCRETE ABUTWENT TO BESLOPED @ TOP & BOTTOM

TVPICAL ELEVATIONSCALE: l"nlD'-D"

:x. txsose<"B'effwf

^-^.^Ex. Channel Profile

(Downstream)

98S

980

97S

970

GALVANIZED STRUCTURALSTEEL PLATE ARCH CULVERT(IG.O'tW)xS.O'(H). 10 GA.)

5'-D-

C.LP. CONCRETEHEADV/ALL

5'-D"

C.1.P. CONCRETEWINGWALL (TYP.) •^"PREFORMED

EXPANSION 301NT^PROPOSED GRADE @

FROW OF WALL (T?.)Vi~ PREFORMEO

EXPANSION 30I?T

PROPOSED CHANNELINV. " ±EL. 985.0

B-?±(:L. 986.1

B̂-3±EL. 983.9 CONCRETE -

ABUTMENT(TYP.}FOOTING ON BEDROCK

FOOTING ON BEDROCK

TYPICAL SECTION - DOWNSTREAMSCALE: %-=1'-0-

\

>-B

s

IB

i

33

!§ii

5

h.5 iii0

IIn.uj

3 s.

3^8§̂ u:? z3y 5 g

(S fc

<0 >

0u

SEPTEMBER 14.2016

STR-01

GALVANIZED STRUCTURALSTEEL PLATE ARCH CULVERT[16.0'(W)x8-0'(H). 10 GA.)

CONCRETE-HEADWALL

%" CRUSHED STONE(8" THICK) (TfP.)

7 PROPOSED CHANNEL-INV. - ±EL. 987,4 ^.B--1 AEl.. 981.9

TYPICAL SECTION - UPSTREAMSCALE; %"nl'-0'

^

(6) - #6 STRAIGHT BARS TO -y\BE EXTENDED INTO THE

ARCH FOOTING AS SHOWN

SEE "HEADWAYKEYWAY" DETAIL

ON THIS SHEETB-l ±EL.97'1.2

10DS

IOOD

995

990

985

980

F^H

TT?py

ESTABLISH FISH PASSABLE LOWFLOW CHANNEL THROUGH

CULVERT • SEE DETAIL Lincoln Gap RoadCentertine PfoRle

GALVANIZED STRUCTURALSTEEL PIATC ARCH CULVERT(16.0'(W) x 8.0'(H), 10 GA.)

s'-o'

C.I.P. CONCRETEHEADWALL

5'-0-

C.I.P. CONCRETEWINGWALL (TVP.) •ii-PREFORMED

EXPANSION JOIW'^-PROPOSED GRADE @i

FRONT OF WALL [TYP.)EXPANSION JOINT

EL. 984.0

PROPOSED CHANNELWV. » *EL. 98S.O

3' (TYP.)^

_ u

Y SEE "P/PICAL HEADWALLREINFORCING OVER PLATEARCH- DETAIL ON THIS SHEET

IMSIDEFACEOFPLATE ARCH BEYOND

•(6)- ?9 BENT BARS TO BEEXTENDED INTO THEARCH FOOTING AS SHOWN

-#5 HORIZ. BARS @ 12" O.C.EACH FACE

5'.0"(MtN.)

2" (TYP.).

•(6) ' #9 BENT BARS

•CONCRETE A8UTMENT

^0-2 ±EL. 9U6.1

^»-3 ±EL 983.9 CONCRFTE.

ABUTWENT(TYP.)

FOOTING ON BEDROCK

EL.98'1.(

FOOTING OU BEDROCK

1000

995

990

985

980

TYPICAL HEADWALL REINFORCINGOVER CONCRETE ABUTMENT

SCALE: i^'nr.o"

TYPICAL SECTION - DOWNSTREAMSCALE: I/4~"r-0"

CONCRETE -HEADWALL

KEVWAY

2"-

^

rxl'BEVEL(Trt>.}.

NOTEDIMENSION TO BE^ WALL THICKNESS

-CONCRETEABUTMENT

-^ (TYP.)

-^

CONCRETEHEADWALL

19-xS-HOOK -

BOLTS <S> 18' O.C.

1' CTVP.)

r.6"

(6) • STRAIGHT #6BARS @. FRONT FACE

GALVANIZED STRUCTURALSTEEL PLATE ARCH CULVERT(16.0'[W)x8.0'(H), 10 GA.)

CONCRETE HEADWALL

#S HORIZ.BARS@ 12" O.C.

ۥ4 CLOSED &TIMUJP

@> 12- O.C.

,- 2" (HP.)

Zk (TYP.)

-#SVEFIT.BARS(B12"O.C.(TYP.)

^(S) SB BARSEACH FACE (TYP.)

HEADWALL KEYWAYSCALE; l^"sl'.0"

INSIDE FACE-PLATC ARCH

TYPICAL HEADWALL REINFORCINGOVER PLATE ARCH

SCALE: ^•'-sl'-O''

CONCRETE ABUTMENT^

(6) - #9 BEM BARS

\:(6}- #9 BENT BARS@ BACK FACE

HEADWALL TO ABUTMENT REINFORCING SECTIONSCALE: t-^l'.O"

•^ff-i^^

£

I

a»is

s£5B9II

p-yj

0 &3^^

a t-%

<d >3

II13 3

HP [ KP

SEPTEMBER 14.2016

STR-02

ATTACHMENTS

BID SHEETHanks Brook Culvert Replacement

Warren VT

Company: Contact;

Address:

Phone: Email;

Reference 1;

Reference 2:

Planned Project Start Date;

Signature/Title

Planned Project Completion Date:

Bid Item

A. MOBILIZATION

B. WATER CONTROL

C. EXCAVATION

D. REMOVE OLD CULVERT

E. CONCRETE

F, STRUCTURE

S. SITE RESTORATION/DEMOBILIZATION

Typical Tasks

Job site setup, clearing and grubbing, erosion and sedimentation control measures,

construction staking.

Water control throught project incluciing dewatering basin, cofferdams, or pumping.

Excavate fill material and haul offsite (approximately 1830 CY including approximately

30 CY of bedrock).

Remove old culvert and boulder fill

Furnish and install concrete and rebar for concrete footings, headwalls and wing

A/ails(approximately 115 CY). Includes preparation of rock prior to footing installation.

Furnish and install metal arch per specifications in construction plans and backfill

approximately 1600 CY}. Includes reconstruction of natural riverbed upstream and

downstream of new structure.

:ull depth roadway reconstruction, guardrai! installation [180LF), placement of

;rubbing; seed, mulch and erosion control matting. Removal of construction debris and

garbage and return site to pre*construction condition

Unit

Lump Sum

Lump Sum

Lump Sum

Lump Sum

CY

Lump Sum

Lump Sum

Quantity

1

1

1

1

115

1

1

Cost/Unit

rOTAL BID

Item Cost ($)

Add Alternate:

1. TEMPORARY BYPASS ROADWITH BRIDGE

Construct temporary bypass road per contstruction specifications. Remove and restore

site after completion of project,

Unit

Lump Sum

Quantity

1

Cost/unit Item cost ($)

Hanks Brook AOP Culvert Replacement March 11, 2019

Warren VT

Bid Form

THE ABOVE PROPOSAL IS HEREBY RESPECTFULLY SUBMITTED BY:

Contractor

By

Title

Business Address

DATE

ATTEST

LS = LUMP SUM LU = LUMP UNITEA= EACH CY= CUBIC YARD

SY = SQUARE YARD LF = LINEAR FOOTSF= SQUARE FEET TON-TONCWT = HUNDREWEIGHT MGAL = THOUSAND GALLONSGAL = GALLON LB - POUNDHR=HOUR

ATTACHMENT C

APPENDIX A

STATE OF VERMONT November, 1985AGENCY OF TRANSPORTATION CA-109

CONTRACTOR'S EEO CERTIFICATION FORM

Certification with regard to the Performance of Previous Contracts of Subcontracts subject to the EqualOpportunity Clause and the filing of Required Reports.

The bidder _, proposed subcontractor _, hereby certifies that he/she has _, has not _,participated in a previous contract or subcontract subject to the equal opportunity clause, as required byExecutive Orders 10925,11114, or 11246 as amended, and that he/she has , has not , filed withthe Joint Reporting Committee, the Director of the Office of Federal Contract Compliance, a FederalGovernment contracting or administering agency, or the President's Committee on Equal EmploymentOpportunity, all reports due under the applicable filing requirements.

Company By Title

NOTE: The above certification is required by the Equal Employment Opportunity regulations of the Secretaryof Labor (41 CFR 60-1.7(b) (1)), and must be submitted by bidders and proposed subcontractors only inconnection with contracts and subcontracts which are subject to the equal opportunity clause. Contracts andsubcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5 (Generallyonly contracts or subcontracts of $10,000 or under are exempt.) Currently, Standard Form 100 (EEO-1 ) is theonly report required by the Executive Orders or their implementing regulations.

Proposed prime contractors and subcontractors who have participated in a previous contract or subcontractsubject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7 (b) (1 )prevents the award of contracts and subcontracts unless such contractor submits a report covering thedelinquent period or such other period specified by the Federal Highway Administration, or by the Director,Office of Federal Contract Compliance, U.S. Department of Labor.

>n3:

m-z.

-I

m

APPENDIX BCA-91

STATE OF VERMONTAGENCY OF TRANSPORTATION

DEBARMENT AND NON-COLLUSION AFFIDAVIT

representing(Official Authorized to Sign Contracts)

of(Individual, Partnership or Corporation) (City or State)

being duly sworn, depose and certify under the penaltiesof perjury under the laws of the State of Vermont andthe United States that on behalf of the person, firm, association, or corporation submitting the bid certifyingthat such person, firm, association, or corporation has not, either directly or indirectly, entered into anyagreement, participated in any collusion, or otherwise taken any action, in restraint of free competitive biddingin connection with the submitted bid for the Vermont project:

(Project Name)

project located on(Project Number)

bids opened at

(Route or Highway)

(Town or City)

Vermont on 20(Date)

I further depose and certify under the penalties of perjury under the laws of the State of Vermont andthe United States that except as noted below said individual, partnership or corporation or any personassociated therewith in any capacity is not currently, and has not been within the past three (3) years,suspended, debarred, voluntarily excluded or determined ineligible by any Federal or State Agency; does nothave a proposed suspension, debarment, voluntary exclusion or ineligibitity determination pending; and hasnot been indicted, convicted, or had a civil judgement rendered against (it, him, her, them) by a court havingjurisdiction in any matter involving fraud or official misconduct within the past three (3) years.

Exceptions: No .Yes. (If yes complete back of this form.)

Sworn to before me this

day of ,20_ L.S.

(Name of Individual, Partnership or Corporation)

L.S.

(Notary Public)

(My commission expires

(Signature of Official Authorized to Sign Contracts)

L.S

(Name of Individual Signing Affidavit)

L.S

(Title of Individual Signing Affidavit)