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HomeMy WebLinkAbout26 - Improvement Plans - Bikefill Park InfrastructureVICINITY MAPPROJECT NO:PREPARED FOR:22147.01FOR BIDGALLATIN VALLEY LAND TRUSTBOZEMAN, MT 59715212 S. WALLACE SUITE 101BOZEMAN, MTBIKEFILL PARK INFRASTRUCTUREMCILHATTAN ROADWAY IMPROVEMENTS106 East Babcock, Suite L1 Bozeman, Montana 59715406.522.9876sanbell.comC1.1FILE:PROJECT NO:CAD:QUALITY ASSURANCE:DRAWING HISTORYDATE DESCRIPTION22147.01--------------FOR BID06/17/2026DME22147_COVER.DWGRPESHEET TITLEC1.1 COVERC1.2LEGEND, NOTES, AND ABBREVIATIONSC2.1 OVERALL CONDITIONS AND DEMOLITION PLANC2.2EXISTING CONDITIONS AND DEMOLITION PLAN (SOUTH)C2.3EXISTING CONDITIONS AND DEMOLITION PLAN (CENTRAL)C2.4EXISTING CONDITIONS AND DEMOLITION PLAN (NORTH)C3.1 OVERALL SITE PLANC3.2SITE PLAN (SOUTH)C3.3SITE PLAN (CENTRAL)C3.4SITE PLAN (NORTH)C4.1 PLAN AND PROFILE MCILHATTAN ROAD STA. 0+00-7+70C4.2 PLAN AND PROFILE MCILHATTAN ROAD STA. 7+50-15+90C4.3 PLAN AND PROFILE MCILHATTAN ROAD STA. 15+50-20+00C5.1 GRADING AND DRAINAGE PLANC5.2 GRADING AND DRAINAGE PLANC5.3 GRADING AND DRAINAGE PLANC5.4 GRADING AND DRAINAGE PLANC6.1EROSION CONTROL PLAN (SOUTH)C6.2EROSION CONTROL PLAN (CENTRAL)C6.3EROSION CONTROL PLAN (NORTH)C7.1 X-SECTIONS 0+00.00-2+25.00C7.2 X-SECTIONS 2+50.00-5+00.00C7.3 X-SECTIONS 5+25.00-7+25.00C7.4 X-SECTIONS 7+31.96-9+75.00C7.5 X-SECTIONS 10+00.00-13+40.89C7.6 X-SECTIONS 13+50.00-16+75.00C7.7 X-SECTIONS 17+00.00-19+26.36C8.1 DETAILSC8.2 DETAILSC8.3 DETAILSC8.4 DETAILSC8.5 GUARDRAIL DETAILSC8.6 GUARDRAIL DETAILSC8.7 GUARDRAIL DETAILSC8.8 GUARDRAIL DETAILSC8.9 GUARDRAIL DETAILSC8.10 GUARDRAIL DETAILSC8.11 EROSION CONTROL DETAILSC8.12 ADS DETAILSC8.13 ADS DETAILSC8.14 ADS DETAILSSITE1234567891011121314151617181920212223242526272829303132333435363738394041P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147_COVER.dwg, C1.1, 6/12/2026 3:41:55 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 CATCH CURBSPILL CURBTRANSITION FROM CATCHTAPER CURB HEAD 3'TO SPILL CURBGRADING PLANELECTRIC JUNCTION BOXEXISTING STORM DRAIN MANHOLEEXISTING CATCH BASINSIGNPOWER POLEEXISTING WATER VALVEEXISTING FIRE HYDRANTBOLLARDBUSHEXISTING CURB STOPFIRE DEPT. CONNECTIONFIBER OPTIC PEDESTALGAS METERGAS MANHOLEGAS VALVEGUYWIREIRRIGATION VALVEIRRIGATION BOXLIGHT POLEPOWER METERPOWER MANHOLEELECTRIC PEDESTALPROPOSED ROOF DRAINSIGNAL POLEEXISTING SANITARY SEWER MANHOLEPROPOSED SANITARY SEWER CLEAN OUTTELEPHONE BOXTELEPHONE MANHOLETELEPHONE PEDESTALTRANSFORMERCONIFEROUS TREEDECIDUOUS TREECOMMUNICATIONS MANHOLECOMMUNICATIONS PEDESTALWELLYARD HYDRANTEW = FINISHED GRADE AT EDGE OF WALKTC = FINISHED GRADE AT TOP BACK OF CURBBC = FINISHED GRADE AT BUILDING CORNERTW = FINISHED GRADE AT TOP OF WALLAC = FINISHED GRADE AT ASPHALTEA = FINISHED GRADE AT EDGE OF ASPHALTEC = FINISHED GRADE AT EDGE OF CONCRETESDI = STORM DRAIN INLETSDMH = STORM DRAIN MANHOLEFL = FINISHED GRADE AT FLOWLINEFG = FINISHED GRADE EX = APPROXIMATE EXISTING ELEVATIONPOC = POINT ON CURVEEXISTING WATER REDUCERGAS WELLFOUND CORNER MONUMENT AS NOTEDSET CORNER MONUMENT, REBAR WITH CAPBENCHMARKSECTION QUARTER CORNERSECTION CORNERWTR = WATERPI = POINT OF INTERSECTIONPRC = POINT OF REVERSE CURVERT = RIGHTLT = LEFTSS = SANITARY SEWERPT = POINT OF TANGENCYSD = STORM DRAINGV = GATE VALVEBFV = BUTTERFLY VALVERED = REDUCERLF = LINEAL FOOTFT = FEETSSMH = SANITARY SEWER MANHOLEBVC = BEGIN VERTICAL CURVECS = CURB STOPEVC = END VERTICAL CURVEPVI = POINT OF VERTICAL INTERSECTIONLINETYPESABBREVIATIONSSYMBOLSPROPOSED CATCH BASINPROPOSED WATER REDUCERPROPOSED WATER VALVEPROPOSED FIRE HYDRANTPROPOSED CURB STOPPROPOSED SANITARY SEWER MANHOLEPROPOSED STORM DRAIN MANHOLEKEYNOTE CALL OUT(SEE KEYNOTE LEGEND)SRVC = SERVICE(TYP.) = TYPICALPC = POINT OF CURVATUREEXISTING MONUMENT BOXPROPOSED MONUMENT BOXNOTE:-EXISTING UNDERGROUND INSTALLATIONS & PRIVATE UTILITIES SHOWN ARE INDICATED ACCORDING TO THE BESTINFORMATION AVAILABLE TO THE ENGINEER. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF SUCHINFORMATION. SERVICE LINES (WATER, POWER, GAS, STORM, SEWER, TELEPHONE & TELEVISION) MAY NOT BESTRAIGHT LINES OR AS INDICATED ON THE PLANS. STATE LAW REQUIRES CONTRACTOR TO CALL ALL UTILITYCOMPANIES BEFORE EXCAVATION FOR EXACT LOCATIONS.-ALL IMPROVEMENTS SHALL BE PERFORMED IN ACCORDANCE WITH MONTANA PUBLIC WORKS STANDARDSPECIFICATIONS 7TH EDITION, APRIL, 2021, AND THE CITY OF BOZEMAN STANDARD MODIFICATIONS, DATEDOCTOBER, 2024.-UNLESS OTHERWISE SPECIFIED, ALL CONSTRUCTION LAYOUT AND STAKING SHALL BE PERFORMED UNDER THERESPONSIBLE CHARGE OF A LAND SURVEYOR LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED AND BY APARTY CHIEF OR ENGINEERING TECHNICIAN EXPERIENCED IN CONSTRUCTION LAYOUT AND STAKING TECHNIQUESAS ARE REQUIRED BY THE SPECIFIC TYPE OF WORK BEING PERFORMED.GR = EXISTING GRADE AT GROUNDBRK = GRADE BREAKFIBER OPTICGAS PIPELINEOIL PIPELINEUNDERGROUND POWERSANITARY SEWERSTORM DRAINTELEPHONETELEVISION/CABLEWATERCONTOUROVERHEAD POWERFENCE - VINYLFENCE - BARBED WIREFENCE - WOODCURB AND GUTTEREDGE OF ASPHALTEDGE OF GRAVELFENCE - CHAINLINK/WOVEN WIREEXISTINGPROPOSEDHP = HIGH POINTDEMO AREAPROPOSED ASPHALTPROPOSED CONCRETEPROPOSED GRAVELTOP OF CURB - 0.62' = LIPTOP OF CURB - 0.57' = FLOWLINESPILL CURB TOP OF CURB - 0.46' = LIPTOP OF CURB - 0.51' = FLOWLINECATCH CURB FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION LEGEND, NOTES, AND ABBREVIATIONS BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC1.2RPE 22147_COVER.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01EXISTING WATER MANHOLEWATER METERLIQUID PROPANE PIPELINEPROPOSED STORM DRAIN CLEAN OUTWETLAND BOUNDARYWATERCOURSE/WETLANDSETBACKP:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147_COVER.dwg, C1.2, 6/12/2026 3:41:56 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Micro s o f t Co r p o r at i o n © 2 0 2 6 M a x a r © C N ES ( 2 0 26 ) D i s t ri b u t i on A i r b us D S © 2026 Microsoft Corporation © 2026 Maxa r ©CNES (2026) D istribution A irbus DS © 2026 Microsoft Corporation © 2026 Maxa r ©CNES (2026) D istribution A irbus DS © 2026 Microsoft Corporation © 2026 Maxa r ©CNES (2026) D istribution A irbus DS © 2026 Microsoft Corporation © 2026 Maxa r ©CNES (2026) D istribution A irbus DS © 2026 Microsoft Corporation © 2026 Maxa r ©CNES (2026) D istribution A irbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) D istribution A irbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS CP#100CP#200CP#202CP#201FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OVERALL CONDITIONS AND DEMOLITION PLAN BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC2.1RPE 22147_EXISTING_PROD.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.010200SCALE: 1" = 200'400100200SITE DEMOLITION NOTES:1. ALL LOCATIONS AND DIMENSIONS OF EXISTING AND PROPOSED FEATURES ARE APPROXIMATE ANDTHE PROJECT DRAWINGS MAY NOT INCLUDE ALL EXISTING FEATURES WITHIN THE PROJECTBOUNDARIES. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE SITE PRIOR TO BIDDING ANDCONSTRUCTION TO BECOME FAMILIAR WITH THE EXISTING SITE FEATURES AND CONDITIONS. IFDISCREPANCIES ARE FOUND BETWEEN THE PROJECT DRAWINGS AND FIELD CONDITIONS THECONTRACTOR SHALL CONTACT THE PROJECT ENGINEER FOR CLARIFICATION.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND PAYING FOR ALL PERMITS NECESSARYTO COMPLETE THE PROPOSED WORK INCLUDING DEMOLITION, RIGHT-OF-WAY AND ENVIRONMENTALPERMITS.3. ALL PUBLIC AND PRIVATE UTILITY TERMINATIONS, DISCONNECTS AND REMOVALS TO BECOORDINATED WITH THE APPLICABLE UTILITY PROVIDERS AND PERFORMED IN ACCORDANCE TOTHEIR RESPECTIVE STANDARDS AND SPECIFICATIONS.4. ALL EXISTING MATERIALS TO BE REMOVED AND PROPERLY DISPOSED IN ACCORDANCE TO ALLFEDERAL, STATE AND LOCAL REGULATIONS.5. ALL REMOVED, DISTURBED OR DAMAGED EXISTING ASPHALT AND PAVEMENT MARKINGS TO BERESTORED IN ACCORDANCE WITH MTPWSS, 7TH EDITION, APRIL, 2021. ALL ASPHALT MATCH LINESSHALL BE SAW CUT TO PROVIDE FLUSH TRANSITION AND SEALED.6. ALL EXCAVATIONS OR VOIDS CREATED DURING DEMOLITION SHALL BE BACKFILLED AND COMPACTEDIN A CONTROLLED MANNER PER THE PROJECT GEOTECHNICAL REQUIREMENTS. SEE REQUIREMENTS INTHE GEOTECHNICAL REPORT.7. ALL UTILITY JUNCTION BOXES TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.8. ALL TREES AND SHRUBS SHALL BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED.P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147_EXISTING_PROD.dwg, C2.1, 6/12/2026 3:42:06 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION EXISTING CONDITIONS AND DEMOLITION PLAN (SOUTH) BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC2.2RPE 22147_EXISTING_PROD.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01030SCALE: 1" = 30'601530P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147_EXISTING_PROD.dwg, C2.2, 6/12/2026 3:42:09 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION EXISTING CONDITIONS AND DEMOLITION PLAN (CENTRAL) BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC2.3RPE 22147_EXISTING_PROD.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01030SCALE: 1" = 30'601530P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147_EXISTING_PROD.dwg, C2.3, 6/12/2026 3:42:11 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 © 2026 Microso ft Co rporat ion © 2026 Maxa r ©CNES (2026) D istribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION EXISTING CONDITIONS AND DEMOLITION PLAN (NORTH) BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC2.4RPE 22147_EXISTING_PROD.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01030SCALE: 1" = 30'601530P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147_EXISTING_PROD.dwg, C2.4, 6/12/2026 3:42:15 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION OVERALL SITE PLAN BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC3.1RPE 22147.01_SITE_PROD.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.010200SCALE: 1" = 200'400100200P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_SITE_PROD.dwg, C3.1, 6/12/2026 3:42:29 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION SITE PLAN (SOUTH) BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC3.2RPE 22147.01_SITE_PROD.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01030SCALE: 1" = 30'601530P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_SITE_PROD.dwg, C3.2, 6/12/2026 3:42:36 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION SITE PLAN (CENTRAL) BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC3.3RPE 22147.01_SITE_PROD.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01030SCALE: 1" = 30'601530P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_SITE_PROD.dwg, C3.3, 6/12/2026 3:42:43 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION SITE PLAN (NORTH) BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC3.4RPE 22147.01_SITE_PROD.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01030SCALE: 1" = 30'601530P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_SITE_PROD.dwg, C3.4, 6/12/2026 3:42:50 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION PLAN AND PROFILE MCILHATTAN ROAD STA. 0+00-7+70 BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC4.1RPE 22147.01_ROAD_PNP.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01VERTICAL SCALE: 1"=5'30150HORIZONTAL SCALE:1" = 30'3060P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_ROAD_PNP.dwg, C4.1, 6/12/2026 3:54:31 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION PLAN AND PROFILE MCILHATTAN ROAD STA. 7+50-15+90 BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC4.2RPE 22147.01_ROAD_PNP.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01VERTICAL SCALE: 1"=5'30150HORIZONTAL SCALE:1" = 30'3060P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_ROAD_PNP.dwg, C4.2, 6/12/2026 3:56:32 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION PLAN AND PROFILE MCILHATTAN ROAD STA. 15+50-20+00 BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC4.3RPE 22147.01_ROAD_PNP.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01VERTICAL SCALE: 1"=5'30150HORIZONTAL SCALE:1" = 30'3060P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_ROAD_PNP.dwg, C4.3, 6/12/2026 3:57:48 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION GRADING AND DRAINAGE PLAN BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC5.1RPE 22147.01_GRADING_PROD.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01020SCALE: 1" = 20'401020P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_GRADING_PROD.dwg, C5.1, 6/12/2026 3:46:43 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION GRADING AND DRAINAGE PLAN BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC5.2RPE 22147.01_GRADING_PROD.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01020SCALE: 1" = 20'401020P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_GRADING_PROD.dwg, C5.2, 6/12/2026 4:01:06 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION GRADING AND DRAINAGE PLAN BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC5.3RPE 22147.01_GRADING_PROD.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01020SCALE: 1" = 20'401020P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_GRADING_PROD.dwg, C5.3, 6/12/2026 4:02:25 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION GRADING AND DRAINAGE PLAN BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC5.4RPE 22147.01_GRADING_PROD.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01020SCALE: 1" = 20'401020P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_GRADING_PROD.dwg, C5.4, 6/12/2026 4:03:49 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION EROSION CONTROL PLAN (SOUTH) BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC6.1RPE 22147_EROS_PROD.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01030SCALE: 1" = 30'601530P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147_EROS_PROD.dwg, C6.1, 6/12/2026 3:48:34 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION EROSION CONTROL PLAN (CENTRAL) BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC6.2RPE 22147_EROS_PROD.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01030SCALE: 1" = 30'601530P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147_EROS_PROD.dwg, C6.2, 6/12/2026 4:06:11 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION EROSION CONTROL PLAN (NORTH) BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC6.3RPE 22147_EROS_PROD.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01030SCALE: 1" = 30'601530P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147_EROS_PROD.dwg, C6.3, 6/12/2026 4:07:02 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION X-SECTIONS 0+00.00-2+25.00 BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC7.1RPE 22147.01_CROSS_SECTIONS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01020SCALE: 1" = 20'401020P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_CROSS_SECTIONS.dwg, C7.1, 6/12/2026 3:49:46 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION X-SECTIONS 2+50.00-5+00.00 BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC7.2RPE 22147.01_CROSS_SECTIONS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01020SCALE: 1" = 20'401020P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_CROSS_SECTIONS.dwg, C7.2, 6/12/2026 3:49:49 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION X-SECTIONS 5+25.00-7+25.00 BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC7.3RPE 22147.01_CROSS_SECTIONS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01020SCALE: 1" = 20'401020P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_CROSS_SECTIONS.dwg, C7.3, 6/12/2026 3:49:51 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION X-SECTIONS 7+31.96-9+75.00 BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC7.4RPE 22147.01_CROSS_SECTIONS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01020SCALE: 1" = 20'401020P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_CROSS_SECTIONS.dwg, C7.4, 6/12/2026 3:49:53 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION X-SECTIONS 10+00.00-13+40.89 BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC7.5RPE 22147.01_CROSS_SECTIONS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01020SCALE: 1" = 20'401020P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_CROSS_SECTIONS.dwg, C7.5, 6/12/2026 3:49:55 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION X-SECTIONS 13+50.00-16+75.00 BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC7.6RPE 22147.01_CROSS_SECTIONS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01020SCALE: 1" = 20'401020P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_CROSS_SECTIONS.dwg, C7.6, 6/12/2026 3:49:57 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION X-SECTIONS 17+00.00-19+26.36 BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC7.7RPE 22147.01_CROSS_SECTIONS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01020SCALE: 1" = 20'401020P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_CROSS_SECTIONS.dwg, C7.7, 6/12/2026 3:49:59 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION DETAILS BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC8.1RPE 22147.01_DETAILS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01 P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_DETAILS.dwg, C8.1, 6/12/2026 3:50:39 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 CONCRETE FOOTINGBOTTOM RAILFENCE FABRIC. 9 GA. 2" MESHPOWDER COATED. INSTALL FABRICON 'FIELD SIDE' OF FENCINGTENSION BARMIDRAILTOP RAIL CONTINUOUS1-5/8" POWDER COATEDRAIL END BRACKETEND POST TOP6'-0"3'FENCE TOPPERFABRIC 'KNUCKLED' AND INSTALLED NO LOWERTHAN 1/2 WAY UP TOP RAIL FOR SAFETY PURPOSE.FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION DETAILS BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC8.2RPE 22147.01_DETAILS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01 P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_DETAILS.dwg, C8.2, 6/12/2026 3:50:40 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION DETAILS BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC8.3RPE 22147.01_DETAILS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01 TYPE 1 PIPE BEDDINGPLACED IN 6" MAX. LAYERSAND COMPACTEDTHOROUGHLYEXISTING STREET SURFACEVERTICAL TRENCH WALLS WITHSHORING TO CONFORM THE O.S.H.A.REGULATIONS6"SELECT TYPE 1 BEDDINGMATERIAL PLACED IN 6" LAYERSAND COMPACTEDAS SPECIFIED IN SECTION 02221TRENCH WIDTH=O.D. OF PIPE PLUS 2'MIN. TRENCH WIDTH=3.5'4"NOTES:1. WHERE TRENCH PASSES THROUGH EXISTING PAVEMENT THE PAVEMENT SHALL BE CUT ALONG A NEAT VERTICAL LINE AMINIIMUM OF 12" FROM THE EDGE OF THE TRENCH OPENING. WHERE NEAT LINE IS LESS THAN 3' FROM EDGE OF EXISTINGPAVEMENT OR CURB AND GUTTER SECTION, REMOVE AND REPLACE ENTIRE PAVEMENT SECTION BETWEEN TRENCH AND EDGEOF PAVEMENT.2. WHERE INTER-DUCT IS INSTALLED IN SEPARATE TRENCH USE STANDARD TRENCH DETAIL WITH 42' DEPTH OF BURY.3. SEE CONTRACT SPECIAL PROVISIONS FOR ANY MODIFICATIONS TO STANDARD TRENCH MATERIALS AND/OR OTHER TRENCHDESIGN FEATURES.4. EXCAVATIONS SHALL CONFORM TO O.S.H.A. CONSTRUCTION STANDARDS.TYPE 2 PIPE BEDDING WHEREREQUIRED FOR SOFT ANDUNSTABLE FOUNDATIONSLOPING, BENCHING ORSUPPORT SYSTEMS IN THIS AREATO CONFORM TO O.S.H.A.REGULATIONS12" MIN.SUBGRADE ORGROUND SURFACEINSTALL DETECTABLE WARNINGTAPE 18" MIN, 24" MAX. DEPTHTYPE "A", "B", OR "C" BACKFILL.FLOWABLE FILL SHALL BEUSED IN COLLECTOR ANDARTERIAL STREETS (SEEDETAIL 02221-1A).TYPICAL UTILITY TRENCHNO. 02221-110/2024SCALE:NONECITY OF BOZEMANSTANDARD DRAWINGPRECAST BASE UNLESSOTHERWISE APPROVED BY CITY.MINIMUM THICKNESS IS 6".TOP OF PIPE MAYNOT EXTENDPAST INSIDEWALL OFMANHOLE. IFNECESSARY TOPHALF OF PIPEMAY BE TRIMMEDOFF SMOOTH. (8"DIAMETER ONLY)FLEXIBLE GASKETED JOINT (TYPICALFOR PRECAST BASES - SEE DETAIL)PRE-CAST CHANNELFLOWLINEPRECAST REINFORCED CONCRETE MANHOLE RISER ANDECCENTRIC CONE TOP MANUFACTURED IN ACCORDANCE WITHASTM C-478.GROUT INVERT TOSPRINGLINE OF PIPE IFGAP BETWEEN PIPE ANDCHANNEL IS GREATERTHAN 1/8".FRAME AND COVER TO BE D&L A-1178, EJIW3771/ 3772 SERIES, OR APPROVED EQUAL.COVERS SHALL HAVE TWO 1" PICK HOLES.CONSTRUCT CONCRETE COLLAR PER STD.DRAWING 02213-1.MANHOLE STEPSUNIFORMLYSPACED, 16" MAXON CENTERADJUSTABLE RINGS,2" MIN., 12" MAX.NOTES:1.ALL JOINTS BETWEEN MANHOLE SECTIONS, MANHOLE RING & TOPSECTION, AND AROUND SEWER PIPE INTO MANHOLE SHALL BEWATERTIGHT. JOINTING MATERIAL SHALL BE "RAM-NEK" OR EQUALFOR ALL JOINTS EXCEPT BETWEEN SEWER PIPE AND MANHOLE.2. STORM DRAIN MANHOLES SHALL NOT HAVE FORMED CHANNELSAND THE LOWEST PIPE INVERT SHALL BE 9" HIGHER THAN BOTTOMOF MANHOLE.CHANNEL = DIA. OF PIPESLOPE AT 1" PERFOOT CHANNEL TOFULL PIPE DEPTHRADIUS OFMANHOLE5'-10" DIA.(MIN.)4'-0"(MIN.)2'-0"SHELF-SLOPE 1" PERFOOT TOWARDCHANNEL. SEECHANNEL DETAIL.7"4'-0"VARIABLE12" MAX. (TYPICAL FORPOURED-IN-PLACEBASES)DIA. OFSEWER PIPEAASECTION A - ASTEPS SHALL BE ALIGNED WITHMANHOLE BENCH UNLESSOTHERWISE APPROVED.FRAME AND COVERCHANNELBENCHPLAN VIEWCLSANITARY SEWER ANDSTORM DRAIN MANHOLENO. 02720-310/2024SCALE:NONECITY OF BOZEMANSTANDARD DRAWING44" O.D.4"3' - 0"24" ROUNDOPENINGAS REQUIRED6"9" SUMP6" PRECAST BASEBLOCK OUT FORLATERAL PIPEINLET CASTINGNEENAH R-3067-L,EJIW 7030,DEETER 2047L, ORD&L I-35174" MINIMUM, 7" MAXIMUM OPENING3' I.D. PRECASTREINFORCEDCONCRETE PERASTM C478FLAT SLAB COVERNOTES:1.MAINTAIN ADEQUATE COVEROVER STORM DRAINAGEPIPE PER MANUFACTURERRECOMMENDATIONS.2. BASE AND WALLS MAY BEMONOLITHIC.3.STRUCTURE SHALL BEDESIGNED IN ACCORDANCEWITH ASTM 857.36" STANDARD STORMDRAIN INLETNO. 02720-1A10/2024SCALE:NONECITY OF BOZEMANSTANDARD DRAWING36"4'24" x 36"OPENING24"9" SUMP4' DIA. PRECAST REINFORCEDCONCRETE MANHOLE AND BASE PERSTANDARD DRAWING NO. 02720-4INLET CASTINGNEENAH R-3067-L,EJIW 7030,DEETER 2047L, ORD&L I-35174" MINIMUM, 7" MAXIMUM OPENINGONE EXTRA BAR IN BOTTOM(ALL SIDES)FLAT SLAB COVER REINFORCEMENT ASPER STANDARD DRAWING 02720-66"FLAT SLAB COVERNOTES:1.MAINTAIN ADEQUATE COVEROVER STORM DRAINAGEPIPE PER MANUFACTURERRECOMMENDATIONS.2. BASE AND WALLS MAY BEMONOLITHIC.3.STRUCTURE SHALL BEDESIGNED IN ACCORDANCEWITH ASTM 857.BLOCKOUT FOR MAINCOMBINATION MANHOLEAND CURB INLETNO. 02720-1C10/2024SCALE:NONECITY OF BOZEMANSTANDARD DRAWING(REF. OUTLET PIPE)TOP VIEWSIDE VIEW6"6"INLET OPENING WITH GRATE-SIZEAS REQUIREDBOTTOM OF POND ELEV.9" MIN44" TYP.24" SLOTTED MANHOLECOVER WITH RINGTOP OF POND ELEV.OUTLET PIPE-SIZEAS REQUIRED(12" MINIMUM)TEE SET VERTICALSET INVERT AT BOTTOM OFPOND ELEV.0.5%(MIN)ORIFICE-SIZEAS REQUIREDFINISHED GRADE/TOPOF POND ELEVATIONNOTE:1. THIS DETAIL IS FOR ILLUSTRATIVE PURPOSES. OUTLETCONTROL STRUCTURES SHALL BE DESIGNED TO MEETSPECIFIC PROJECT REQUIREMENTS AND CONTROLOUTFLOWS IN ACCORDANCE WITH CITY OF BOZEMANDESIGN AND CONSTRUCTION STANDARDS.DETENTION POND OUTLETCONTROL STRUCTURENO. 02720-1210/2024SCALE:NONECITY OF BOZEMANSTANDARD DRAWINGP:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_DETAILS.dwg, C8.3, 6/12/2026 3:50:41 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION DETAILS BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC8.4RPE 22147.01_DETAILS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01 P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_DETAILS.dwg, C8.4, 6/12/2026 3:50:42 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION GUARDRAIL DETAILS BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC8.5RPE 22147.01_DETAILS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01 P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_DETAILS.dwg, C8.5, 6/12/2026 3:50:44 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION GUARDRAIL DETAILS BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC8.6RPE 22147.01_DETAILS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01 P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_DETAILS.dwg, C8.6, 6/12/2026 3:50:48 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION GUARDRAIL DETAILS BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC8.7RPE 22147.01_DETAILS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01 P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_DETAILS.dwg, C8.7, 6/12/2026 3:50:51 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION GUARDRAIL DETAILS BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC8.8RPE 22147.01_DETAILS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01 P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_DETAILS.dwg, C8.8, 6/12/2026 3:50:53 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION GUARDRAIL DETAILS BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC8.9RPE 22147.01_DETAILS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01 P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_DETAILS.dwg, C8.9, 6/12/2026 3:50:56 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION GUARDRAIL DETAILS BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC8.10RPE 22147.01_DETAILS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01 P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_DETAILS.dwg, C8.10, 6/12/2026 3:50:59 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION EROSION CONTROL DETAILS BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC8.11RPE 22147.01_DETAILS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01 P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_DETAILS.dwg, C8.11, 6/12/2026 3:51:01 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION ADS DETAILS BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC8.12RPE 22147.01_DETAILS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01 P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_DETAILS.dwg, C8.12, 6/12/2026 3:51:06 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION ADS DETAILS BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC8.13RPE 22147.01_DETAILS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01 P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_DETAILS.dwg, C8.13, 6/12/2026 3:51:13 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 FOR BID FILE: PROJECT NO: CAD: QUALITY ASSURANCE: DRAWING HISTORY DATE DESCRIPTION ADS DETAILS BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MTC8.14RPE 22147.01_DETAILS.DWG DME 06/17/2026 FOR BID - - - - - - - - - - - - -- 22147.01 P:\22147_01_Bikefill_Bike_Park_Design\CADD_C3D\PRODUCTION_DWG\22147.01_DETAILS.dwg, C8.14, 6/12/2026 3:51:19 PM, mbasile, 1:1 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS Project # 22147.01 Bozeman, Montana JUNE 2026 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 CONTRACT PLANS AND SPECIFICATIONS BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS BOZEMAN, MONTANA Prepared For: City of Bozeman 20 E Olive St #202 Bozeman, MT 59715 Prepared By: Sanbell 106 East Babcock, Suite L1 Bozeman, Montana 59715 June 2026 22147.01 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 i TABLE OF CONTENTS TOTAL NO. OF PAGES INVITATION TO BID ......................................................................................................... 2 INSTRUCTIONS TO BIDDERS ......................................................................................... 11 BID FORM ....................................................................................................................... 8 BID BOND ....................................................................................................................... 2 NON-DISCRIMINATION AND EQUAL PAY AFFIRMATION FORM ................................. 1 AGREEMENT FORM ........................................................................................................ 6 PAYMENT BOND ............................................................................................................ 3 PERFORMANCE BONDS ................................................................................................ 3 MPWSS SEVENTH EDITION, APRIL, 2021 ........................................................................ 1 CITY OF BOZEMAN STANDARD MODIFICATIONS TO THE MPWSS SEVENTH EDITION, APRIL, 2021 ...................................................................................... 1 CITY OF BOZEMAN EDITS TO THE MPW SUPPLEMENTARY CONDITIONS .................. 33 SPECIAL PROVISIONS .................................................................................................. 15 MONTANA PREVAILING WAGE RATES FOR HEAVY CONSTRUCTION SERVICES ..... 14 ADDITIONAL FORMS Notice of Award ............................................................................................................ 1 Notice to Proceed ........................................................................................................ 1 Contractor Application for Payment .......................................................................... 4 City of Bozeman Claim Form ....................................................................................... 1 Work Change Directive ................................................................................................ 1 Change Order ............................................................................................................... 2 Certificate of Substantial Completion ........................................................................ 2 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Section 00100 INVITATION TO BID Page 1 of 2 CITY OF BOZEMAN, MONTANA C A L L F O R B I D S NOTICE IS HEREBY GIVEN that the City of Bozeman is accepting sealed bids for: Bikefill Park Infrastructure McIlhattan Roadway Improvements The City of Bozeman will receive online electronic sealed Bids for Construction of the Bikefill Park Infrastructure McIlhattan Roadway Improvements until 3:00 p.m. (local time) on July 9, 2026, and then publicly opened and read aloud. Project Description: Improvements along the existing unpaved segment of McIlhattan Road just north of St. Andrews Drive to south of the Snowfill Dog Park. Improvements include widening and paving within the existing alignment, and installation of asphalt curb, stormwater inlets, culverts, underground detention, a roadside v-ditch, and guardrail. The work will be completed within one season (2026) for 90 calendar days following Notice to Proceed. This project is in association with the planned Bikefill Bike Park project that will be just south of the city-owned Snowfill Dog Park. The contract for this project is direct with the City of Bozeman. For this project, bids will only be received and accepted via the online electronic bid service through QuestCDN. A contractor may view the contract documents at no cost prior to becoming a Planholder. Project bid documents and addenda must be downloaded from QuestCDN, which will add your company to the Planholder List and allow access to vBid online bidding, for the submittal of your bid. The specific project can be found by referencing the eBidDoc number (eBidDoc #10245509). Complete digital project bidding documents are available to download at www.questcdn.com, for a non-refundable charge of $22.00. Bidders will be charged an additional fee of $42.00 to submit a bid electronically. Contact QuestCDN Customer Support at 952-233-1632 or info@questcdn.com for assistance in membership registration, downloading digital project information and vBid online bid submittal. CONTRACTOR and any of the CONTRACTOR’S subcontractors doing work on this project will be required to obtain registration with the Montana Department of Labor and Industry (DLI). Forms for registration are available from the Department of Labor and Industry, P.O. Box 8011, 1805 Prospect Avenue, Helena, Montana 59604-8011. Information on registration can be obtained by calling 1-406-444-7734. CONTRACTOR is not required to have registered with the DLI prior to bidding on this project but must have registered prior to execution of the Construction Agreement. All laborers and mechanics employed by CONTRACTOR or subcontractors in performance of the construction work shall be paid wages at rates as may be required by the laws of Gallatin County and the state of Montana. Discrimination in the performance of any contract awarded under this invitation on the basis of race, color, religion, creed, sex, age, marital status, national origin, or actual or perceived sexual orientation, gender identity or disability is prohibited. This prohibition shall apply to the hiring and treatment of the awarded entity’s employees and to all subcontracts. Every entity submitting under this invitation must sign and return the required affirmation. As such, each entity submitting under this notice shall include a provision wherein the submitting entity, or entities, affirms in writing it will not discriminate on the basis of race, color, religion, creed, Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Section 00100 INVITATION TO BID Page 2 of 2 sex, age, marital status, national origin, or because of actual or perceived sexual orientation, gender identity or disability and which also recognizes the eventual contract will contain a provision prohibiting discrimination as described above and that this prohibition on discrimination shall apply to the hiring and treatment of the submitting entity’s employees and to all subcontracts. In addition, pursuant to City Commission Resolution 5169, the entity awarded a contract under this RFQ and any subcontractors must abide by the Equal Pay Act of 1963 and Section 39-3-104, MCA (the Montana Equal Pay Act), and affirm it will abide by the above. 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%) of the total amount of the bid. Successful BIDDERS, shall furnish an approved Performance 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) of that insurance shall be provided. No Bid may be withdrawn after the scheduled time for the public opening of bids. To request an invitation to join the bid opening, please email the project manager, Kellen Gamradt at: kellen.gamradt@bozemanmt.gov An online pre-bid meeting will be held on June 30, 2026, at 3:00PM. To request an invitation to join the pre-bid meeting, please email the project manager, Kellen Gamradt at: kellen.gamradt@bozemanmt.gov The City of Bozeman reserves the right 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 which is in the best interest of The City of Bozeman. The Contractor is required to be an Equal Opportunity Employer. DATED at Bozeman, Montana, this 17th day of June, 2026. Mike Maas City Clerk, City of Bozeman Kellen Gamradt Project Manager, City of Bozeman Published Bozeman, Montana, June 20, 2026 July 4, 2026 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P: 22147.01_5_Bikefill McIlhattan Road Improvements_IB INSTRUCTIONS TO BIDDERS (6/12/26) LMJ/RPE Page 1 of 11 INSTRUCTIONS TO BIDDERS 1. BIDS a. The Bid Form included within the Bidding Documents is for reference only. The City of Bozeman will only accept online electronic bids through QuestCDN. Project bid documents and addenda must be downloaded from QuestCDN, which will add your company to the Planholder List and allow access to vBid online bidding, for the submittal of your bid. The specific project can be found by referencing the eBidDoc number (eBidDoc #10245509). Complete digital project bidding documents are available to download for a non-refundable charge of ($22). Bidders will be charged an additional fee of ($42) to submit a bid electronically. For electronic bids, scans of required electronic bid documents will be accepted. 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. b. A bid shall be submitted no later than the date and time prescribed and as indicated in the Invitation to Bid and shall be submitted online through QuestCDN. The bid shall include the name and address of the Bidder and shall be accompanied by the Bid Security, Nondiscrimination Affirmation Form, and other required documents. c. Contract Documents may be viewed at the following locations: City of Bozeman 20 E Olive St #202 Bozeman, MT 59715 2. BID SECURITY The Bid must be accompanied by a Bid Security which shall not be less than 10 percent of the amount of the bid. At the option of the Bidder, the security may be in the form of a cashier's check, certified check, bank money order, or bank draft drawn and issued by a national banking association located in the State of Montana or by any banking corporation incorporated under the laws of the State of Montana or Bid Bond (EJCDC C-430) executed by a surety corporation authorized to do business in the State of Montana. No bid will be considered unless it is accom- panied by the required guaranty. Cashier's checks, certified checks, bank money orders, or bank drafts must be made payable to the City of Bozeman. The Bid Security shall insure the execution of the Agreement and the furnishing of the surety bond or bonds by the successful Bidder, all as required by the Contract Documents. Should the Bidder fail to furnish the properly executed Performance Bond, Labor and Material Payment Bond, Insurance Certificates, and signed Agreement within the time specified, he/she Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P: 22147.01_5_Bikefill McIlhattan Road Improvements_IB INSTRUCTIONS TO BIDDERS (6/12/26) LMJ/RPE Page 2 of 11 shall forfeit this Bid Security to the Owner. The Bid Security (negotiable instruments other than bonds) will be returned to unsuccessful Bidders when the successful Bidder has signed the Agreement and furnished satisfactory Performance and Labor and Material Payment Bonds. At the option of the Owner, bid security with bids that are not competitive may be returned prior to signature of the Agreement. Revised Bids submitted before the opening of bids, if representing an increase in the original bid, must have the Bid Security adjusted accordingly; otherwise, the bid will not be accepted. If the Bidder elects to furnish a Bid Bond, he shall use the Bid Bond form (EJCDC C-430) bound herewith. 3. SUBSTITUTE AND “OR-EQUAL” ITEMS 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. Whenever it is indicated 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. 4. INTERPRETATIONS AND/OR ADDENDA All questions about the meaning or intent of the Contract Documents are to be directed to the Engineer. Interpretations or clarifications considered necessary by the Engineer in response to such questions will be issued by Addenda emailed to all parties recorded by QuestCDN as having downloaded the Bidding Documents. Questions received less than ten 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. It shall be the responsibility of the Bidder to download such Addenda prior to submitting his online bid. 5. EXAMINATION OF CONTRACT DOCUMENTS AND CONDITIONS OF WORK SITE a. It is the responsibility of each Bidder before submitting a Bid, to (a) examine the Contract Documents thoroughly, (b) visit the site to become familiar with local conditions that may affect cost, progress, performance or furnishing of the Work, (c) consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work, (d) study and carefully correlate Bidder's observations with the Contract Documents, and (e) notify Engineer of all conflicts, errors or discrepancies in the Contract Documents. 1. Each Bidder should visit the site of the proposed work and fully acquaint himself with the existing conditions there relating to construction and labor and should fully inform himself as to the facilities involved, and the difficulties and restrictions attending the performance of the Contract. In submitting a bid for Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P: 22147.01_5_Bikefill McIlhattan Road Improvements_IB INSTRUCTIONS TO BIDDERS (6/12/26) LMJ/RPE Page 3 of 11 this project, the Bidder is thereby acknowledging that he is capable of performing the specified work on the site. The Bidder should thoroughly examine and familiarize himself with the Drawings, Technical Specifications, and all other Contract Documents, and shall verify the accuracy of the estimated quantities in the Bid Proposal. Failure to do so will not relieve the successful Bidder of his obligations to carry out the provisions of this Contract. 2. The submission of a Bid will constitute a representation of familiarization by the Bidder. There will be no subsequent financial adjustment for lack of such familiarization. b. The Contractor may refer to the following for information regarding site conditions: 1. Those reports, if any, of explorations and tests of subsurface conditions at the site which have been prepared by the Owner and are included as part of the Contract Documents. Bidder may rely upon the accuracy of the technical data contained in such reports but not upon the completeness thereof for the purposes of bidding or construction. 2. Those drawings of physical conditions in or relating to the existing surface and subsurface conditions which are at or contiguous to the site (except Underground Facilities) which have been utilized by Engineer in preparation of the Contract Documents. Bidder may rely upon the accuracy of the technical data contained in such drawings but not upon the completeness thereof for the purposes of bidding or construction. c. Information and data reflected in the Contract Documents with respect to 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 or others, and Owner does not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Special Provisions. d. Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, Underground Facilities and other physical conditions, and possible changes in the Contract Documents due to differing conditions appear in Paragraphs 4.02 and 4.03 of the General Conditions. e. Before submitting a Bid, each Bidder will, at Bidder's own expense, make or obtain any additional examinations, investigations, explorations, tests and studies and obtain any additional information and data which pertain to the physical conditions (surface, subsurface and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance or furnishing of the Work which Bidder deems necessary to determine its Bid for performing and furnishing the Work in accordance with the time, price and other items and conditions of the Contract Documents. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P: 22147.01_5_Bikefill McIlhattan Road Improvements_IB INSTRUCTIONS TO BIDDERS (6/12/26) LMJ/RPE Page 4 of 11 f. On request in advance, Owner will provide each Bidder access to the site to conduct such explorations and tests as each Bidder deems necessary for submission of a Bid. Bidder shall fill all holes, clean up and restore the site to its former condition upon completion of such explorations. g. The lands upon which the Work is to be performed, rights-of-way and easements for access thereto are designated for use by Contractor in performing the Work. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by Contractor. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by Owner unless otherwise provided in the Contract Documents. h. The submission of a Bid will constitute 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 Contract Documents and such means, methods, techniques, sequences or procedures of construction as may be indicated in or required by the Contract Documents, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work. 6. BID QUANTITIES Bidders must satisfy themselves by personal examination of the locations of the proposed work and by such other means as they may prefer as to the correctness of any quantities. The estimated unit quantities of the various classes of work to be done under this contract are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing the proposals offered for the work. The Contractor agrees that, during progress of the work, the Owner may find it advisable to omit portions of the work, to increase or decrease the quantities as may be deemed necessary or desirable, that the actual amount of work to be done and materials to be furnished may differ from the estimated quantities, and that the basis for payment under this contract shall be the actual amount of work done and the materials furnished. The Contractor agrees that he will make no claim for damages, anticipated profits or otherwise on account of any difference which may be found between quantities of work actually done and the estimated quantities. 7. TIME FOR RECEIVING BIDS Bids received prior to the advertised time of opening will be securely kept sealed. The officer whose duty it is to open them will decide when the specified time has arrived, and no bid received thereafter will be considered. 8. OPENING OF BIDS Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P: 22147.01_5_Bikefill McIlhattan Road Improvements_IB INSTRUCTIONS TO BIDDERS (6/12/26) LMJ/RPE Page 5 of 11 At the time for the opening of bids, the Owner will cause to be opened and publicly read aloud every bid received within the time set for receiving Bids, irrespective of any irregularities therein, except bids that do not contain either the bid bond or non-discrimination affirmation, which will not be read. Bidders and other persons properly interested may be present, in person or by representative. To request an invitation to join the bid opening, please email the project manager: Kellen Gamradt at kellen.gamradt@bozemanmt.gov. 9. MODIFICATIONS AND WITHDRAWAL OF BID A bid 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 called 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. If, within twenty-four (24) 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. 10. METHOD OF AWARD OWNER reserves the right to reject any or 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 may also reject the Bid of any Bidder if OWNER believes that it would not be in the best interest of the 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 the OWNER. The 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. In evaluating Bids, OWNER will consider whether or not the Bids comply with the prescribed requirements, and such alternatives, unit prices and other data, as may be requested in the Bid Form or prior to the Notice of Award. 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, or other individuals or entities must be submitted as provided in the Supplementary Conditions. 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. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P: 22147.01_5_Bikefill McIlhattan Road Improvements_IB INSTRUCTIONS TO BIDDERS (6/12/26) LMJ/RPE Page 6 of 11 If the Contract is to be awarded, OWNER will award the Contract to the Bidder whose Bid is in the best interests of the Project. Consideration factors will include conformance with all material terms and conditions of the Contract Documents, Bid price, and other appropriate factors. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of Award within ten (10) days after the day of the bid opening. The OWNER reserves the right to cancel the award of any contract at any time before the complete execution of said Agreement by all parties without any liability against the OWNER. If, at any time this Contract is to be awarded, the total of the lowest acceptable Bid Proposal exceeds the funds then estimated by the Owner as available, the Owner may reject all Bid Proposals or take such other action as best serves the Owner’s interests. CANCELLATION OF AWARD The Owner reserves the right to cancel the award of any contract at any time before the complete execution of the Agreement by all parties without any liability against the Owner. 11. CONTRACT DOCUMENTS It is intended that the Montana Public Works Standard Specification, 7th Edition (MPWSS), shall be used to govern the contractual and performance aspects of this project, and is hereby incorporated as part of these CONTRACT DOCUMENTS, as modified by the City of Bozeman Modifications to Montana Public Works Standard Specifications 7th Edition (COB MODS), dated April 2021, including all addenda which is also hereby incorporated as part of these contract documents, and as further modified herein by the City of Bozeman. All standard forms of MPWSS shall be utilized in executing these CONTRACT DOCUMENTS unless otherwise noted or revised in the bound bid document. Selected sections of the MPWSS have been reprinted in this document to provide a clear definition of the project and detail modifications to the MPWSS made by the City of Bozeman, in order to assist the Contractor in preparation of his Bids. The complete CONTRACT DOCUMENTS which comprise this entire document, and are made a part hereof, consist of the following: Invitation to Bid............................ Bound Herein Instructions to Bidders.................. Bound Herein Bid Form...................................... Bound Herein Bid Bond...................................... Bound Herein Non-Discrimination and Equal Pay Affirmation Form................. Bound Herein Agreement Form...........................Bound Herein Payment Bond..............................MPWSS/Bound Herein Performance Bond........................MPWSS/Bound Herein Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P: 22147.01_5_Bikefill McIlhattan Road Improvements_IB INSTRUCTIONS TO BIDDERS (6/12/26) LMJ/RPE Page 7 of 11 Standard General Conditions........MPWSS/Bound Herein Supplementary Conditions............MPWSS/Bound Herein Montana Prevailing Wage Rates............MPWSS/Bound Herein Special Provisions............Bound Herein Miscellaneous Forms Notice of Award.................. MPWSS/Bound Herein Notice To Proceed............. MPWSS/Bound Herein Contractor Application for Payment.................. MPWSS/Bound Herein Work Change Directive.................. MPWSS/Bound Herein Change Order.....................MPWSS/Bound Herein Certificate of Substantial Completion.................. MPWSS/Bound Herein 12. EXECUTION OF AGREEMENT a. Subsequent to the award and within 15 days after the date of the Notice of Award, the successful Bidder shall execute and deliver to the Owner an Agreement, the Performance Bond, Labor and Material Payment Bond, Insurance Certificates, and an Approval of Subcontractors form in such number of copies as the Owner may require. The standard Agreement form as issued by the Owner shall be used as the contracting instrument. b. The Agreement form shall be signed in longhand by the proper representatives of the contracting firm as follows: 1. The principal of the single-owner firm. 2. A principal of the partnership firm. 3. An officer of the incorporated firm, or an agent whose signature is accompanied by a certified copy of the resolution of the Board of Directors authorizing the agent to sign. 4. Other persons signing for a single-owner firm, or a partnership shall attach a Power of Attorney evidencing his authority to sign for that firm. c. The Owner within 30 days of receipt of acceptable Performance Bond, Labor and Material Payment Bond, required Insurance Certificates, and Agreement signed by the party to whom the Agreement was awarded shall sign the Agreement and return to such party an executed duplicate of the Agreement. Should the Owner not execute the Agreement within such period, the Bidder may by written notice withdraw his signed Agreement. Such notice of withdrawal shall be effective upon receipt of the notice by the Owner. 13. PERFORMANCE, LABOR AND MATERIAL PAYMENT BONDS AND INSURANCE Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P: 22147.01_5_Bikefill McIlhattan Road Improvements_IB INSTRUCTIONS TO BIDDERS (6/12/26) LMJ/RPE Page 8 of 11 a. The Owner will require the successful Contractor to furnish a Performance Bond (EJCDC C-610) in the amount of 100 percent of the contract price as security for the faithful performance of his Contract. b. The Owner will require the successful Contractor to furnish a Labor and Material Payment Bond (EJCDC C-615) in the amount of 100 percent of the contract price as security for the payment of all persons performing labor and furnishing materials in connection therewith. c. The bonds will be signed by the Attorney-in-fact and countersigned by a Montana Resident Agent. d. Prior to beginning work, Insurance Certificates as proof of insurance coverage shall be filed with the Owner. The specifications for the Workers' Compensation, Commercial General Liability, Separate Owner's and Contractor's Protective Policy, and other related insurance are listed in these Contract Documents. 14. POWER OF ATTORNEY a. Attorneys-in-fact who sign bid bonds or contract bonds must file with each bond a certified and effectively dated copy of their Power of Attorney. b. One original shall be furnished with each set of bonds. c. Additional copies furnished with a set of bonds may be copies of that original. 15. LABOR AND WAGES a. For public projects in excess of $25,000 let, the Contractor(s) shall pay the standard prevailing rate of wages, including fringe benefits for health and welfare and pension contributions and travel allowance provisions in effect and applicable in the county or locality in which the work is being performed (18-2-403, Montana Code Annotated). b. On any state construction project funded by state or federal funds, except a project partially funded with federal aid money from the United States Department of Transportation or when residency preference laws are specifically prohibited by federal law and to which the state is a signatory to the construction contract, each Contractor shall ensure that at least 50 percent of the Contractor’s workers performing labor on the project are bona fide Montana residents, as defined in 18-2-401, (18-2-409, MCA). c. Montana Prevailing Wage Rates. The Montana Commissioner of Labor and Industry has established the standard prevailing rate of wages in accordance with 18-2-401 and 18-2-402, Montana Code Annotated. A copy of the wage rates are bound herein. It is the Contractor’s responsibility to classify their workers in accordance with the craft of trade to be performed and pay the appropriate established prevailing wage rate. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P: 22147.01_5_Bikefill McIlhattan Road Improvements_IB INSTRUCTIONS TO BIDDERS (6/12/26) LMJ/RPE Page 9 of 11 d. The Contractor shall classify all workers on the project in accordance with the Department of Labor Wage Rate Determinations. In the event the Contractor is unable to classify a worker in accordance with these rates, the Contractor shall contact the Department of Labor and Industry, Labor Standards Bureau, Wage and Hour Unit, Helena, Montana 59604, for a determination of the prevailing wage rate to be paid that particular worker. e. Should the prevailing rate of wages change during the life of the contract, the wage rates included in the Contract Documents at the time of the bid opening shall be the prevailing wage rate for the life of the contract. f. Section 18-2-406, Montana Code Annotated, provides that Contractors, subcontractors, and employers who are performing 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 later than the first day of work, a legible statement of all wages and fringe benefits to be paid to employees on such site or work area. g. Travel allowance, if applicable, may or may not be all-inclusive of "travel" and/or subsistence and travel time due employees. It is incumbent on the employer to determine the amounts due for each craft employed according to the method of computation outlined for each craft where applicable. h. Any notice of infraction of the labor laws of the State of Montana received by the Owner or Engineer will be forwarded to the State of Montana, Department of Labor and Industry, Wage and Hour Unit, Helena, Montana. i. Safety Training. Contractor shall comply with the Occupational Safety and Health Act (OSHA). 16. EQUAL EMPLOYMENT OPPORTUNITY By submitting a bid, Contractor affirms it will not discriminate on the basis of race, color, religion, creed, sex, age, marital status, national origin, or because of actual or perceived sexual orientation, gender identity or disability and acknowledges and understands the eventual contract will contain a provision prohibiting discrimination as described above and this prohibition on discrimination shall apply to the hiring and treatments or proposer’s employees and to all subcontracts. In addition, Contractor affirms it will abide by the Equal Pay Act of 1963 and Section 39-3-104, MCA (the Montana Equal Pay Act), and has visited the State of Montana Equal Pay for Equal Work “best practices” website, https://equalpay.mt.gov/BestPractices/Employers, or equivalent “best practices” publication and has read the material. 17. MONTANA CONTRACTOR'S TAX (GROSS RECEIPTS TAX) Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P: 22147.01_5_Bikefill McIlhattan Road Improvements_IB INSTRUCTIONS TO BIDDERS (6/12/26) LMJ/RPE Page 10 of 11 All Bidders are reminded that a Gross Receipts Tax in the amount of 1 percent of the total bid will be withheld from all payments, for projects over $5,000.00, due to Contractor pursuant to Section 15-50-205, MCA. 18. PAYROLLS AND BASIC RECORDS Payrolls and basic records relating thereto shall be maintained by the Contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work, or in the development of the project. Such records will contain the name and address of each employee, his correct classification, rates of pay, daily and weekly number of hours worked, deductions made, and actual wages paid. In addition, the Contractor will submit weekly a copy of all payrolls to the Owner and Engineer. The copy shall be accompanied by a certification signed by the employer or his agent indicating that the payrolls are correct and complete, that the wage rates contained therein are not less than those determined by the Montana Department of Labor and Industry, and that the classifications set forth for each laborer or mechanic conform with the work he performed. The prime Contractor will make the record required under the labor standards clause of the Contract available for inspection by authorized representatives of the Owner and the Montana Department of Labor and Industry and will permit such representatives to interview employees during working hours on the job. Payroll reports and certificates of compliance shall be submitted to the Owner and Engineer prior to or with each Payment Request. The copies sent to the Owner and Engineer are for archive purposes only, because neither the Owner or Engineer are trained in the interpretation of payroll reports, and thus will rely on the Contractor’s certification that all employees are being classified and paid appropriately. 19. MAINTENANCE OF RECORDS Contractor shall maintain all required records for three years after the Owner makes final payment and all other pending matters are closed. 20. NOTICE TO PROCEED The Notice to Proceed will normally be issued within 30 days of the execution of the Agreement by the Owner. Should there be reasons why the Notice to Proceed cannot be issued within such period, the time may be extended by mutual written agreement between the Owner and Contractor. 21. CONTRACT TIME The Contract Time will be as set forth in the Agreement Form. 22. LIQUIDATED DAMAGES Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P: 22147.01_5_Bikefill McIlhattan Road Improvements_IB INSTRUCTIONS TO BIDDERS (6/12/26) LMJ/RPE Page 11 of 11 Liquidated damages will be as set forth in the Agreement Form. 23. MONTANA CONTRACTOR’S REGISTRATION Contractor and any of the contractor’s subcontractors doing work on this project will be required to obtain registration with the Montana Department of Labor and Industry (DLI). Information pertaining to the Montana Contractor Registration requirements may be obtained from the Montana State Department of Revenue, Helena, Montana. (1-800-556-6694). 24. BIDDER PREFERENCE In accordance with the provisions of Title 18, Chapter 1, Part 1, MCA, a preference will be given to the lowest responsible Bidder who is a resident of the State of Montana over a nonresident Bidder from any state or country that enforces a preference in their state or country for their resident Bidders. The preference given to Montana resident Bidders will be equal to the preference given in the other state or country. This preference applies unless specifically prohibited by Federal laws or regulations. Products manufactured or produced in the State of Montana shall be preferred for use in all projects if such products are comparable in price and quality. Further, wherever possible, products manufactured and produced in the State which are suitable substitutes for products manufactured or produced outside the State and comparable in price, quality and performance shall be preferred for use in this project. Preference regarding these products shall be in accordance with the laws of the State of Montana. END OF SECTION Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 20 E Olive St #202 The City of Bozeman will only accept online electronic bids through QuestCDN. Project bid documents and addenda must be downloaded from QuestCDN, which will add your company to the Planholder List and allow access to vBid online bidding, for the submittal of your bid. Refer to the instructions to bidders for additional information. BID FORM Where multiple schedules are awarded under a single Contract, the contract times shall run concurrently unless separate notices to proceed are issued for the awarded schedules. Liquidated Damages shall be as specified in Article 2.2 of the Agreement Form. The work shall be substantially complete on or before October 30, 2026. THE UNDERSIGNED BIDDER, having familiarized himself with the Work required by the Contract Documents, the site(s) where the work is to be performed, local labor conditions and all laws, regulations, municipal ordinances and other factors which may affect the performance of the Work, and having satisfied himself of the expense and difficulties attending performance of the work: HEREBY PROPOSES and agrees, if this bid is accepted, to enter into an Agreement, in the form attached, to perform all work for the construction of BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS, including the assumption of all obligations, duties, and responsibilities necessary for the successful completion of the contract and the furnishing of all materials and equipment required to be incorporated in, and form a permanent part of, the work; tools, equipment, supplies, transportation, facilities, labor, superintendence, and services required to perform the Work; Bonds, Insurance and Submittals; all as indicated or specified in the Contract Documents to be performed or furnished by Contractor within the time and for the prices set forth in the following schedules. The undersigned bidder agrees to be bound by this Bid for a period not to exceed that specified in the Invitation to Bid. The undersigned Bidder agrees to furnish the required Bonds and to enter into a contract within fifteen (15) calendar days after Owner's acceptance of this Bid, and further agrees to complete all Work within the time specified per schedule after commencement of the contract time as defined in the General Conditions. PROJECT IDENTIFICATION: Bikefill Park Infrastructure McIlhattan Roadway Improvements The City of Bozeman Bozeman, Montana THIS BID SUBMITTED TO: The City of Bozeman Bozeman, Montana 59715 P:06020_11_6_Bikefill McIlhattan Road Improvments_BF.xls BID FORM Page 1 of 8 6/15/2026 LMJ/RPE Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 NOTE: Contractor shall fill out all Bid Schedule prices on the Quest CDN Platform. E) That he is not currently operating beyond the contract time on any previously awarded public works contract as defined and required by Article 15-50-203, MCA, as amended. The undersigned Bidder(s) either singularly or as a joint venture hereby certifies (certify) pursuant to Article 37-71-203, MCA, that he (they) is (are) duly and regularly licensed. BIDDER will complete the Work in accordance with the CONTRACT DOCUMENTS for the following price(s). Unit Prices have been computed in accordance with paragraph 11.03.B of the General Conditions. 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. The undersigned agrees that the unit prices shall govern in checking the Bid and should a discrepancy existing in the Total Estimated Price and the Total Amount of Unit Prices Bid as listed below after extensions are check and correction made, if any, the Total Amount of unit Prices Bid as correct shall be used in awarding this Contract. The owner reserves the right to reject any or all bids. The undersigned Bidder hereby certifies the following: A) That this Bid is genuine and is not made in the interest of, or on behalf of, any undisclosed person, firm, or corporation, and is not submitted in conformity with any agreement or rules of any group, association, organization, or corporation; B) That he has not directly or indirectly solicited any other Bidder to put in a false or sham Bid; C) That he has not solicited or induced any person, firm, or corporation to refrain from bidding; D) That he has not sought by collusion to obtain for himself any advantage over any other Bidder or over the Owner. The undersigned Bidder agrees that the unit prices shall govern in checking the Bid, and should a discrepancy exist in the total prices and total amount of Bid as listed above, after extensions are checked and corrections made, if any, the total amount of the Bid as corrected shall be used in awarding the contract. The undersigned Bidder agrees that he has been afforded access to the construction site and has performed those independent site investigations as he deemed necessary. P:06020_11_6_Bikefill McIlhattan Road Improvments_BF.xls BID FORM Page 2 of 8 6/15/2026 LMJ/RPE Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 ITEM NO. EST. QTY UNIT DESCRIPTION UNIT PRICE TOTAL PRICE$ $100 1.0 LS Mobilization and Insurance / LS = 101 1 LS Dewatering / LS = 102 2 EA Storm Drain Curb Inlet / EA = 103 2250 CF ADS Storm Chamber and Gravel / CF = 104 7 EA Storm Manhole/ Inlet / EA = 105 200 LF 12" Storm Drain w/ FES / LF = 106 46 LF 15" Storm Drain w/ FES / LF = 107 77 LF 72" Equiv. RCP Arch Culvert w/ FES / LF = 108 25 CY Riprap / CY = 109 1 LS Construction Staking / LS =$(Figures) ALL ITEMS ARE COMPLETE IN PLACE TOTAL BID SCHEDULE 1: UTILITY IMPROVEMENTS P:06020_11_6_Bikefill McIlhattan Road Improvments_BF.xls BID FORM Page 3 of 8 (6/15/2026 LMJ/RPE Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 ITEM NO. EST. QTY UNIT DESCRIPTION UNIT PRICE TOTAL PRICE$ $200 1 LS Mobilization and Insurance / LS = 201 1 LS Traffic Control / LS = 202 1 LS SWPPP Permitting, Storm Water Management and Erosion Control / LS = 203 1350 CY Strip, Stockpile & Replace or Dispose of Topsoil (6")/ CY = 204 100 CY Unclassified Excavation / CY = 205 19000 CY Stockpile or Dispose of Cut Excavation / CY = 206 610 CY 1 1/2-inch Base Course Gravel - Street (4-inch Thick)/ CY = 207 1830 CY 6" Minus Crushed Subbase Gravel (12-inch Thick) / CY = 208 5515 SY Asphalt Surface Course - Street (4-inch Section)/ SY = 209 5515 SY Mirafi 380i Separation Fabric / SY = 210 965 LF Asphalt Curb / LF = 211 1680 LF MGS Guardrail / LF = 212 150 LF MGS Long Span Guardrail / LF = 213 4 EA Guardrail Terminal End Section / EA = 214 110 SF Sawcut and Asphalt Removal / SF = 215 2 EA Signage / EA = 216 22 GAL Epoxy Pavement Markings (White)/ GAL = 217 18 GAL Epoxy Pavement Markings (Yellow)/ GAL = 218 3284 LF Fence Removal and Storage / LF = 219 1 LS Sloughing Repair / LS = 220 7785 SY S150 Erosion Control Blankets / SY = 221 70050 SF Hydroseeding / SF = 222 1 LS Bollard Removal/Reinstallation and DEQ Well Casing Removal/Reinstall Secure Cap / LS = 223 1 LS Construction Staking / LS = ALL ITEMS ARE COMPLETE IN PLACE SCHEDULE 2: SURFACE IMPROVEMENTS P:06020_11_6_Bikefill McIlhattan Road Improvments_BF.xls BID FORM Page 4 of 8 06/08/2026 LMJ/RPE Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 ITEM NO. EST. QTY UNIT DESCRIPTION UNIT PRICE TOTAL PRICE$ $224 1 LS Construction Survey / LS = 225 1 LS Cut Well Casing/ Well Abandonment / LS = 226 1 LS Misc. Work 40,000.00 / LS = 40,000.00$(Figures) TOTAL BID P:06020_11_6_Bikefill McIlhattan Road Improvments_BF.xls BID FORM Page 5 of 8 06/08/2026 LMJ/RPE Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 An Individual: By: Phone No.:Fax No.: Business Address: If Bidder Is: (Name, typed or printed) (Individual's Signature) Doing Business as: BASIS OF AWARD If the contract is awarded, the Owner will award a single Contract in accordance with the Instructions to Bidders. Bidders shall submit a Bid for all bid Schedules on a lump sum basis for each item of Work listed as provided and described above. The Owner reserves the right to accept or reject the Bids, or portions of the Bids denoted as separate schedules or alternates. The award will be made by the Owner on the basis of that Bid from the lowest responsive, responsible Bidder which, in the Owner’s sole and absolute judgment, will best serve the interest of the Owner. The undersigned Bidder acknowledged receipt of the following Addenda, which have been considered in preparation of this Bid: No._____________________________Dated____________________ No._____________________________Dated____________________ No._____________________________Dated____________________ No._____________________________Dated___________________ Submitted on , 2026 Montana Contractor's Registration No. (if any)_____________________ Employer's Tax ID No._____________________________________ P:06020_11_6_Bikefill McIlhattan Road Improvments_BF.xls BID FORM Page 6 of 8 6/15/2026 LMJ/RPE Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 A Partnership: By: Phone No.:Fax No.: A Corporation: By: Title: Attest: Phone No.:Fax No.: Phone No.:Fax No.: Date of Qualification to do Business (Corporate Seal) Business Address: (Signature of Person Authorized to Sign) (Corporation Name) State of Incorporation: Type (General Business, Professional, Service, Limited Liability): (Name, Typed or Printed) Business Address: (Partnership Name) (Signature) P:06020_11_6_Bikefill McIlhattan Road Improvments_BF.xls BID FORM Page 7 of 8 6/15/2026 LMJ/RPE Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 By: (Signature of Joint Venture Partner) Name: Title: Phone No.:Fax No.: By: (Signature of Joint Venture Partner) Name: Title: Address of Joint Venture for Receipt of Official Communication: Phone No.:Fax No.: Phone No.:Fax No.: (Each Joint Venture must sign. The manner of signing for each individual, partnership and corporation that is party to the joint venture should be in the manner indicated above.) END OF SECTION Address: (Name, typed or printed) (Name, typed or printed) Business Address: Business Address: Joint Venturer Name: Joint Venturer Name: (Name, typed or printed) (Name, typed or printed) A Joint Venture:Each Joint Venture Must Sign P:06020_11_6_Bikefill McIlhattan Road Improvments_BF.xls BID FORM Page 8 of 8 6/15/2026 LMJ/RPE Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 JTL GROUP INC DBA KNIFE RIVER BOX 30238 BILLINGS, MT 59107 JTL GROUP INC DBA KNIFE RIVER BOX 30238 BILLINGS, MT 59107 Visit our website at mtcontractor.mt.gov or call the Registration Section at 406-444-7734 for more information or to verify the validity of this certificate. STATUS Employer REGISTRATION NO. 10089 EFFECTIVE DATE 11/01/2025 EXPIRATION DATE 10/31/2027 REGISTRATION NO. 10089 EXPIRATION DATE 10/31/2027 Employer Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 TYPES OF CONTRACTOR REGISTRATION CERTIFICATES Below are the definitions of the four types of contractor registration certificates. The definitions show the extent to which certificate holders can work in the construction trade and whether the certificate covers employees. General contractors can check the certificate type to ensure the subcontractors ney hire are working in the capacity in which they are registered. Customers can check co , tractors’ certificates for the same reason. NO EMPLOYEES, MAY HIRE EXEMPT WORKERS ONLY This means the contractor does not carry workers’ compensation coverage on any employees. EMPLOYER This means the contractor carries workers’ compensation coverage on employees. The certificate holder is registered to have employees. LEASED EMPLOYEES This means the contractor uses employees from an employee-leasing firm. These employees are presumably covered with workers’ compensation and unemployment insurance through the leasing company. BID ONLY This means the contractor is registered only to bid construction work in Montana and cannot perform actual work. To work the contractor must upgrade the certificate to one of the above. For more information call (406) 444-7734 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 CERTIFICATE I, Karl A. Liepitz, hereby certify that I am the duly elected and qualified Secretary of JTL Group, Inc., a Montana corporation; and I further certify that, pursuant to a resolution adopted by Written Consent of the Board of Directors dated October 24, 2025, the persons named below have been duly elected, have qualified and are officers of the Company holding the offices set forth opposite their respective names: Calvin R. DeWall Region Controller and Assistant Secretary James H. Fuglevand Vice President – Operations Support Brian R. Gray Chair of the Board and Chief Executive Officer James L. Lauteren Mountain Region President Karl A. Liepitz Chief Legal Officer and Secretary Malcolm D. Long Vice President and General Manager – Billings Division Nathan W. Ring Chief Financial Officer Dustin J. Senger Treasurer Joseph L. Soares Vice President and General Manager – Western Montana Leo R. Zwemke Vice President and General Manager – Belgrade Division * * * * * * * * * * * * I further certify that the following is a true and correct copy of Section 5.13 of the Amended and Restated Bylaws of JTL Group, Inc. which sets forth the powers of the officers to execute documents; and that said Bylaw Section is presently in full force and effect: 5.13 Execution of Instruments. All contracts, deeds, bonds, mortgages, notes, and other instruments shall be executed on behalf of the Company by the Chair of the Board, the Chief Executive Officer, the President, any Vice President or Assistant Vice President, the Chief Legal Officer, any other officer who performs a policy-making function (such as administration, operations, accounting, or finance) or such other officer or agent of the Company as shall be duly authorized by the President, Chief Executive Officer, or Board of Directors. Any officer or agent executing any such documents on behalf of the Company may do so (except as otherwise required by applicable law) either under or without the seal of the Company and either individually or with an attestation, according to the requirements of the form of the instrument. If an attestation is required, the document shall be attested by the Secretary or an Assistant Secretary or by the Treasurer or an Assistant Treasurer or any other officer or agent authorized by the Board of Directors. The signature of any officer or agent of the Company may be a facsimile, PDF, or similar method. IN WITNESS WHEREOF, I have hereunto set my hand on November 21, 2025. Karl A. Liepitz, Secretary Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 CERTIFICATE I, Karl A. Liepitz, hereby certify that I am the duly elected and qualified Secretary of JTL Group, Inc., a Montana corporation; and I further certify that, pursuant to a resolution adopted by Written Consent of the Board of Directors dated October 24, 2025, the persons named below have been duly elected, have qualified and are officers of the Company holding the offices set forth opposite their respective names: Calvin R. DeWall Region Controller and Assistant Secretary James H. Fuglevand Vice President – Operations Support Brian R. Gray Chair of the Board and Chief Executive Officer James L. Lauteren Mountain Region President Karl A. Liepitz Chief Legal Officer and Secretary Malcolm D. Long Vice President and General Manager – Billings Division Nathan W. Ring Chief Financial Officer Dustin J. Senger Treasurer Joseph L. Soares Vice President and General Manager – Western Montana Leo R. Zwemke Vice President and General Manager – Belgrade Division * * * * * * * * * * * * I further certify that the following is a true and correct copy of Section 5.13 of the Amended and Restated Bylaws of JTL Group, Inc. which sets forth the powers of the officers to execute documents; and that said Bylaw Section is presently in full force and effect: 5.13 Execution of Instruments. All contracts, deeds, bonds, mortgages, notes, and other instruments shall be executed on behalf of the Company by the Chair of the Board, the Chief Executive Officer, the President, any Vice President or Assistant Vice President, the Chief Legal Officer, any other officer who performs a policy-making function (such as administration, operations, accounting, or finance) or such other officer or agent of the Company as shall be duly authorized by the President, Chief Executive Officer, or Board of Directors. Any officer or agent executing any such documents on behalf of the Company may do so (except as otherwise required by applicable law) either under or without the seal of the Company and either individually or with an attestation, according to the requirements of the form of the instrument. If an attestation is required, the document shall be attested by the Secretary or an Assistant Secretary or by the Treasurer or an Assistant Treasurer or any other officer or agent authorized by the Board of Directors. The signature of any officer or agent of the Company may be a facsimile, PDF, or similar method. IN WITNESS WHEREOF, I have hereunto set my hand on November 21, 2025. Karl A. Liepitz, Secretary Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Name:Contractor #:Affirmation Form:Bid Bond:Base Bid Total: Knife River 10089 x x $ 985,323.50 Central Excavation 4443 x x $ 988,373.00 CK May Excavating 35949 x x 997,990.00$ Broadwater Excavation 269246 x x 1,129,676.05$ Williams Civil Construction 158949 x x 1,171,339.40$ DC Excavation 224559 x x 1,224,900.01$ Roller Excavation 234243 x x 1,357,900.90$ Schreder & Brandt MFG 285154 x x 1,418,811.97$ Equitable 257749 x x 1,489,850.25$ Ridgeline Excavation 261451 x x 1,535,357.50$ Mike Maas Kellen Gamradt City Clerk Engineer II Bid Check:Delivered to Finance:Accepted By:Date: Bid Tab - McIlhattan Roadway Improvements These bids were opened and read before the undersigned at 3:00 pm on Thursday, July 9, 2026 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 July 10, 2026 Mr. Kellen Gamradt City of Bozeman 20 E Olive Street #202 Bozeman, MT 59715 SUBJECT: BID AWARD RECOMMENDATION Bikefill Bike Park Infrastructure McIlhattan Roadway Improvements, Sanbell Project No. 22147.01 City Infrastructure Project No. ENGINF-18303 Dear Kellen: On July 9, 2026, competitive bids for the above referenced project were accepted and publicly opened. Ten bids were received from Knife River - Belgrade, Central Plumbing Heating and Excavation, CK May Excavating, Inc., Broadwater Excavation, Williams Civil Construction, DC Excavation, LLC, Roller Construction Inc., Schreder & Brandt MFG, Inc, Equitable, and Ridgeline Excavation, Inc. The following page includes a summary table of the verified bids relative to the engineer’s opinion of probable cost. No discrepancies were noted in Knife River – Belgrade’s bid. Based on this review, Sanbell recommends that the City of Bozeman move forward with a contract award to Knife River - Belgrade in the amount of $985,323.50. A copy of the bid tabulation is attached for reference. Please call if you have any questions or would like further information. Sincerely, Bobby Egeberg, PE Associate | Bozeman Land Development Manager enclosures: Bid Tabulation Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Owner: Bozeman MT, City of Solicitor: Bozeman MT, City of 07/09/2026 03:00 PM MDT Engineer Estimate Knife River - Belgrade Section Title Line Item Item Code Item Description UofM Quantity Unit Price Extension Unit Price Extension Schedule I: Utility Improvements-Base Bid $187,250.00 $203,785.50 100 100 Mobilization and Insurance LS1 $20,000.00 $20,000.00 $16,100.00 $16,100.00 101 101 Dewatering LS1 $15,000.00 $15,000.00 $5,500.00 $5,500.00 102 102 Storm Drain Curb Inlet EA2 $5,000.00 $10,000.00 $4,500.00 $9,000.00 103 103 ADS Storm Chamber and Gravel CF 2250 $16.00 $36,000.00 $24.25 $54,562.50 104 104 Storm Manhole/ Inlet EA7 $5,500.00 $38,500.00 $5,300.00 $37,100.00 105 105 12" Storm Drain w/ FES LF 200 $80.00 $16,000.00 $90.00 $18,000.00 106 106 15" Storm Drain w/ FES LF 46 $100.00 $4,600.00 $98.00 $4,508.00 107 107 72" Equiv. RCP Arch Culvert w/ FES LF 77 $450.00 $34,650.00 $670.00 $51,590.00 108 108 Riprap CY 25 $200.00 $5,000.00 $165.00 $4,125.00 109 109 Construction Staking LS1 $7,500.00 $7,500.00 $3,300.00 $3,300.00 Schedule II: Surface Improvements-Base Bid $1,192,336.50 $741,538.00 200 200 Mobilization and Insurance LS1 $125,000.00 $125,000.00 $66,850.00 $66,850.00 201 201 Traffic Control LS1 $12,000.00 $12,000.00 $5,000.00 $5,000.00 202 202 SWPPP Permitting, Storm Water Management and Erosion Control LS1 $20,000.00 $20,000.00 $19,250.00 $19,250.00 203 203 Strip, Stockpile & Replace or Dispose of Topsoil (6")CY 1350 $16.00 $21,600.00 $15.75 $21,262.50 204 204 Stockpile or Dispose of Cut Excavation CY 19100 $18.00 $343,800.00 $8.00 $152,800.00 205 205 1 1/2-inch Base Course Gravel - Street (4-inch Thick)CY 778 $48.00 $37,344.00 $46.00 $35,788.00 206 206 6" Minus Crushed Subbase Gravel (12-inch Thick)CY 2184 $40.00 $87,360.00 $33.00 $72,072.00 207 207 Asphalt Surface Course - Street (4-inch Section)SY 5890 $38.00 $223,820.00 $23.50 $138,415.00 208 208 Mirafi 380i Separation Fabric SY 5890 $5.00 $29,450.00 $5.00 $29,450.00 209 209 Asphalt Curb LF 965 $19.50 $18,817.50 $10.50 $10,132.50 210 210 MGS Guardrail LF 1680 $39.00 $65,520.00 $43.00 $72,240.00 211 211 MGS Long Span Guardrail LF 150 $45.00 $6,750.00 $45.00 $6,750.00 212 212 Guardrail Terminal End Section EA4 $4,500.00 $18,000.00 $4,000.00 $16,000.00 213 213 Sawcut and Asphalt Removal SF 110 $7.00 $770.00 $5.00 $550.00 214 214 Signage EA2 $1,000.00 $2,000.00 $1,350.00 $2,700.00 215 215 Epoxy Pavement Markings (White)GAL 22 $500.00 $11,000.00 $160.00 $3,520.00 216 216 Epoxy Pavement Markings (Yellow)GAL 18 $500.00 $9,000.00 $160.00 $2,880.00 217 217 Fence Removal and Storage LF 2080 $15.00 $31,200.00 $8.50 $17,680.00 218 218 Sloughing Repair LS1 $15,000.00 $15,000.00 $4,500.00 $4,500.00 219 219 S150 Erosion Control Blankets SY 7785 $3.00 $23,355.00 $3.80 $29,583.00 220 220 Hydroseeding SF 70050 $1.00 $70,050.00 $0.30 $21,015.00 221 221 Bollard Removal/Reinstallation and DEQ Well Casing Removal/Reinstall Secure Cap LS1 $13,000.00 $13,000.00 $5,100.00 $5,100.00 222 222 Construction Staking LS1 $7,500.00 $7,500.00 $8,000.00 $8,000.00 Schedule II: Surface Improvements-Fixed $40,000.00 $40,000.00 224 224 Miscellaneous Work LS1 $40,000.00 $40,000.00 $40,000.00 $40,000.00 Base Bid Total:$1,419,586.50 $985,323.50 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Owner: Bozeman MT, City of Solicitor: Bozeman MT, City of 07/09/2026 03:00 PM MDT Section Title Line Item Item Code Item Description UofM Quantity Schedule I: Utility Improvements-Base Bid 100 100 Mobilization and Insurance LS1 101 101 Dewatering LS1 102 102 Storm Drain Curb Inlet EA2 103 103 ADS Storm Chamber and Gravel CF 2250 104 104 Storm Manhole/ Inlet EA7 105 105 12" Storm Drain w/ FES LF 200 106 106 15" Storm Drain w/ FES LF 46 107 107 72" Equiv. RCP Arch Culvert w/ FES LF 77 108 108 Riprap CY 25 109 109 Construction Staking LS1 Schedule II: Surface Improvements-Base Bid 200 200 Mobilization and Insurance LS1 201 201 Traffic Control LS1 202 202 SWPPP Permitting, Storm Water Management and Erosion Control LS1 203 203 Strip, Stockpile & Replace or Dispose of Topsoil (6")CY 1350 204 204 Stockpile or Dispose of Cut Excavation CY 19100 205 205 1 1/2-inch Base Course Gravel - Street (4-inch Thick)CY 778 206 206 6" Minus Crushed Subbase Gravel (12-inch Thick)CY 2184 207 207 Asphalt Surface Course - Street (4-inch Section)SY 5890 208 208 Mirafi 380i Separation Fabric SY 5890 209 209 Asphalt Curb LF 965 210 210 MGS Guardrail LF 1680 211 211 MGS Long Span Guardrail LF 150 212 212 Guardrail Terminal End Section EA4 213 213 Sawcut and Asphalt Removal SF 110 214 214 Signage EA2 215 215 Epoxy Pavement Markings (White)GAL 22 216 216 Epoxy Pavement Markings (Yellow)GAL 18 217 217 Fence Removal and Storage LF 2080 218 218 Sloughing Repair LS1 219 219 S150 Erosion Control Blankets SY 7785 220 220 Hydroseeding SF 70050 221 221 Bollard Removal/Reinstallation and DEQ Well Casing Removal/Reinstall Secure Cap LS1 222 222 Construction Staking LS1 Schedule II: Surface Improvements-Fixed 224 224 Miscellaneous Work LS1 Base Bid Total: Central Plumbing Heating and Excavation CK May Excavating, Inc. Unit Price Extension Unit Price Extension $173,017.00 $195,275.00 $10,400.00 $10,400.00 $4,000.00 $4,000.00 $4,400.00 $4,400.00 $2,500.00 $2,500.00 $3,878.00 $7,756.00 $4,500.00 $9,000.00 $19.50 $43,875.00 $23.00 $51,750.00 $4,135.00 $28,945.00 $5,900.00 $41,300.00 $54.00 $10,800.00 $85.00 $17,000.00 $66.00 $3,036.00 $100.00 $4,600.00 $690.00 $53,130.00 $750.00 $57,750.00 $287.00 $7,175.00 $175.00 $4,375.00 $3,500.00 $3,500.00 $3,000.00 $3,000.00 $775,356.00 $762,715.00 $57,145.00 $57,145.00 $28,400.00 $28,400.00 $4,040.00 $4,040.00 $8,500.00 $8,500.00 $16,500.00 $16,500.00 $6,560.00 $6,560.00 $7.50 $10,125.00 $15.00 $20,250.00 $4.90 $93,590.00 $7.00 $133,700.00 $76.00 $59,128.00 $70.00 $54,460.00 $45.00 $98,280.00 $45.00 $98,280.00 $27.00 $159,030.00 $31.00 $182,590.00 $5.00 $29,450.00 $4.00 $23,560.00 $50.00 $48,250.00 $25.00 $24,125.00 $46.75 $78,540.00 $45.00 $75,600.00 $49.50 $7,425.00 $45.00 $6,750.00 $4,386.00 $17,544.00 $4,000.00 $16,000.00 $6.00 $660.00 $2.50 $275.00 $1,400.00 $2,800.00 $1,000.00 $2,000.00 $274.00 $6,028.00 $175.00 $3,850.00 $274.00 $4,932.00 $175.00 $3,150.00 $8.50 $17,680.00 $10.00 $20,800.00 $7,500.00 $7,500.00 $5,500.00 $5,500.00 $2.80 $21,798.00 $3.00 $23,355.00 $0.22 $15,411.00 $0.20 $14,010.00 $8,000.00 $8,000.00 $3,500.00 $3,500.00 $11,500.00 $11,500.00 $7,500.00 $7,500.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $988,373.00 $997,990.00 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Owner: Bozeman MT, City of Solicitor: Bozeman MT, City of 07/09/2026 03:00 PM MDT Section Title Line Item Item Code Item Description UofM Quantity Schedule I: Utility Improvements-Base Bid 100 100 Mobilization and Insurance LS1 101 101 Dewatering LS1 102 102 Storm Drain Curb Inlet EA2 103 103 ADS Storm Chamber and Gravel CF 2250 104 104 Storm Manhole/ Inlet EA7 105 105 12" Storm Drain w/ FES LF 200 106 106 15" Storm Drain w/ FES LF 46 107 107 72" Equiv. RCP Arch Culvert w/ FES LF 77 108 108 Riprap CY 25 109 109 Construction Staking LS1 Schedule II: Surface Improvements-Base Bid 200 200 Mobilization and Insurance LS1 201 201 Traffic Control LS1 202 202 SWPPP Permitting, Storm Water Management and Erosion Control LS1 203 203 Strip, Stockpile & Replace or Dispose of Topsoil (6")CY 1350 204 204 Stockpile or Dispose of Cut Excavation CY 19100 205 205 1 1/2-inch Base Course Gravel - Street (4-inch Thick)CY 778 206 206 6" Minus Crushed Subbase Gravel (12-inch Thick)CY 2184 207 207 Asphalt Surface Course - Street (4-inch Section)SY 5890 208 208 Mirafi 380i Separation Fabric SY 5890 209 209 Asphalt Curb LF 965 210 210 MGS Guardrail LF 1680 211 211 MGS Long Span Guardrail LF 150 212 212 Guardrail Terminal End Section EA4 213 213 Sawcut and Asphalt Removal SF 110 214 214 Signage EA2 215 215 Epoxy Pavement Markings (White)GAL 22 216 216 Epoxy Pavement Markings (Yellow)GAL 18 217 217 Fence Removal and Storage LF 2080 218 218 Sloughing Repair LS1 219 219 S150 Erosion Control Blankets SY 7785 220 220 Hydroseeding SF 70050 221 221 Bollard Removal/Reinstallation and DEQ Well Casing Removal/Reinstall Secure Cap LS1 222 222 Construction Staking LS1 Schedule II: Surface Improvements-Fixed 224 224 Miscellaneous Work LS1 Base Bid Total: Broadwater Excavation Williams Civil Construction Unit Price Extension Unit Price Extension $218,592.50 $302,800.00 $45,000.00 $45,000.00 $71,000.00 $71,000.00 $12,000.00 $12,000.00 $6,800.00 $6,800.00 $4,500.00 $9,000.00 $5,500.00 $11,000.00 $17.15 $38,587.50 $25.00 $56,250.00 $5,500.00 $38,500.00 $5,600.00 $39,200.00 $62.00 $12,400.00 $173.00 $34,600.00 $80.00 $3,680.00 $175.00 $8,050.00 $650.00 $50,050.00 $800.00 $61,600.00 $135.00 $3,375.00 $320.00 $8,000.00 $6,000.00 $6,000.00 $6,300.00 $6,300.00 $871,083.55 $828,539.40 $30,000.00 $30,000.00 $73,500.00 $73,500.00 $15,000.00 $15,000.00 $3,300.00 $3,300.00 $12,000.00 $12,000.00 $7,000.00 $7,000.00 $9.00 $12,150.00 $14.50 $19,575.00 $14.75 $281,725.00 $6.00 $114,600.00 $31.75 $24,701.50 $58.00 $45,124.00 $28.85 $63,008.40 $46.00 $100,464.00 $35.46 $208,859.40 $36.50 $214,985.00 $4.75 $27,977.50 $5.00 $29,450.00 $14.00 $13,510.00 $19.11 $18,441.15 $40.50 $68,040.00 $47.00 $78,960.00 $42.85 $6,427.50 $50.00 $7,500.00 $3,800.00 $15,200.00 $4,400.00 $17,600.00 $6.00 $660.00 $8.50 $935.00 $1,250.00 $2,500.00 $1,325.00 $2,650.00 $180.00 $3,960.00 $175.00 $3,850.00 $180.00 $3,240.00 $175.00 $3,150.00 $5.00 $10,400.00 $9.25 $19,240.00 $25,000.00 $25,000.00 $12,800.00 $12,800.00 $2.25 $17,516.25 $4.15 $32,307.75 $0.16 $11,208.00 $0.15 $10,507.50 $8,000.00 $8,000.00 $6,300.00 $6,300.00 $10,000.00 $10,000.00 $6,300.00 $6,300.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $1,129,676.05 $1,171,339.40 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Owner: Bozeman MT, City of Solicitor: Bozeman MT, City of 07/09/2026 03:00 PM MDT Section Title Line Item Item Code Item Description UofM Quantity Schedule I: Utility Improvements-Base Bid 100 100 Mobilization and Insurance LS1 101 101 Dewatering LS1 102 102 Storm Drain Curb Inlet EA2 103 103 ADS Storm Chamber and Gravel CF 2250 104 104 Storm Manhole/ Inlet EA7 105 105 12" Storm Drain w/ FES LF 200 106 106 15" Storm Drain w/ FES LF 46 107 107 72" Equiv. RCP Arch Culvert w/ FES LF 77 108 108 Riprap CY 25 109 109 Construction Staking LS1 Schedule II: Surface Improvements-Base Bid 200 200 Mobilization and Insurance LS1 201 201 Traffic Control LS1 202 202 SWPPP Permitting, Storm Water Management and Erosion Control LS1 203 203 Strip, Stockpile & Replace or Dispose of Topsoil (6")CY 1350 204 204 Stockpile or Dispose of Cut Excavation CY 19100 205 205 1 1/2-inch Base Course Gravel - Street (4-inch Thick)CY 778 206 206 6" Minus Crushed Subbase Gravel (12-inch Thick)CY 2184 207 207 Asphalt Surface Course - Street (4-inch Section)SY 5890 208 208 Mirafi 380i Separation Fabric SY 5890 209 209 Asphalt Curb LF 965 210 210 MGS Guardrail LF 1680 211 211 MGS Long Span Guardrail LF 150 212 212 Guardrail Terminal End Section EA4 213 213 Sawcut and Asphalt Removal SF 110 214 214 Signage EA2 215 215 Epoxy Pavement Markings (White)GAL 22 216 216 Epoxy Pavement Markings (Yellow)GAL 18 217 217 Fence Removal and Storage LF 2080 218 218 Sloughing Repair LS1 219 219 S150 Erosion Control Blankets SY 7785 220 220 Hydroseeding SF 70050 221 221 Bollard Removal/Reinstallation and DEQ Well Casing Removal/Reinstall Secure Cap LS1 222 222 Construction Staking LS1 Schedule II: Surface Improvements-Fixed 224 224 Miscellaneous Work LS1 Base Bid Total: DC Excavation, LLC Roller Construction Inc. Unit Price Extension Unit Price Extension $249,404.90 $277,347.25 $36,275.12 $36,275.12 $25,727.00 $25,727.00 $10,120.28 $10,120.28 $60,000.00 $60,000.00 $4,908.67 $9,817.34 $5,250.00 $10,500.00 $25.28 $56,880.00 $26.60 $59,850.00 $6,025.83 $42,180.81 $5,830.00 $40,810.00 $90.95 $18,190.00 $52.00 $10,400.00 $98.55 $4,533.30 $67.00 $3,082.00 $796.45 $61,326.65 $717.25 $55,228.25 $210.64 $5,266.00 $170.00 $4,250.00 $4,815.40 $4,815.40 $7,500.00 $7,500.00 $935,495.11 $1,040,553.65 $50,658.75 $50,658.75 $75,000.00 $75,000.00 $6,019.25 $6,019.25 $25,000.00 $25,000.00 $20,492.28 $20,492.28 $40,000.00 $40,000.00 $34.61 $46,723.50 $8.00 $10,800.00 $7.99 $152,609.00 $10.00 $191,000.00 $60.56 $47,115.68 $72.00 $56,016.00 $43.84 $95,746.56 $68.00 $148,512.00 $37.92 $223,348.80 $36.22 $213,335.80 $6.19 $36,459.10 $5.50 $32,395.00 $19.86 $19,164.90 $18.97 $18,306.05 $48.76 $81,916.80 $50.62 $85,041.60 $51.59 $7,738.50 $53.56 $8,034.00 $4,574.63 $18,298.52 $4,750.00 $19,000.00 $7.59 $834.90 $15.50 $1,705.00 $1,504.82 $3,009.64 $1,563.00 $3,126.00 $180.58 $3,972.76 $172.50 $3,795.00 $180.58 $3,250.44 $172.50 $3,105.00 $18.19 $37,835.20 $10.00 $20,800.00 $6,918.96 $6,918.96 $15,000.00 $15,000.00 $5.78 $44,997.30 $5.52 $42,973.20 $0.29 $20,314.50 $0.18 $12,609.00 $3,254.37 $3,254.37 $7,500.00 $7,500.00 $4,815.40 $4,815.40 $7,500.00 $7,500.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $1,224,900.01 $1,357,900.90 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Owner: Bozeman MT, City of Solicitor: Bozeman MT, City of 07/09/2026 03:00 PM MDT Section Title Line Item Item Code Item Description UofM Quantity Schedule I: Utility Improvements-Base Bid 100 100 Mobilization and Insurance LS1 101 101 Dewatering LS1 102 102 Storm Drain Curb Inlet EA2 103 103 ADS Storm Chamber and Gravel CF 2250 104 104 Storm Manhole/ Inlet EA7 105 105 12" Storm Drain w/ FES LF 200 106 106 15" Storm Drain w/ FES LF 46 107 107 72" Equiv. RCP Arch Culvert w/ FES LF 77 108 108 Riprap CY 25 109 109 Construction Staking LS1 Schedule II: Surface Improvements-Base Bid 200 200 Mobilization and Insurance LS1 201 201 Traffic Control LS1 202 202 SWPPP Permitting, Storm Water Management and Erosion Control LS1 203 203 Strip, Stockpile & Replace or Dispose of Topsoil (6")CY 1350 204 204 Stockpile or Dispose of Cut Excavation CY 19100 205 205 1 1/2-inch Base Course Gravel - Street (4-inch Thick)CY 778 206 206 6" Minus Crushed Subbase Gravel (12-inch Thick)CY 2184 207 207 Asphalt Surface Course - Street (4-inch Section)SY 5890 208 208 Mirafi 380i Separation Fabric SY 5890 209 209 Asphalt Curb LF 965 210 210 MGS Guardrail LF 1680 211 211 MGS Long Span Guardrail LF 150 212 212 Guardrail Terminal End Section EA4 213 213 Sawcut and Asphalt Removal SF 110 214 214 Signage EA2 215 215 Epoxy Pavement Markings (White)GAL 22 216 216 Epoxy Pavement Markings (Yellow)GAL 18 217 217 Fence Removal and Storage LF 2080 218 218 Sloughing Repair LS1 219 219 S150 Erosion Control Blankets SY 7785 220 220 Hydroseeding SF 70050 221 221 Bollard Removal/Reinstallation and DEQ Well Casing Removal/Reinstall Secure Cap LS1 222 222 Construction Staking LS1 Schedule II: Surface Improvements-Fixed 224 224 Miscellaneous Work LS1 Base Bid Total: Schreder & Brandt MFG, Inc Equitable Unit Price Extension Unit Price Extension $360,995.42 $215,730.00 $90,000.00 $90,000.00 $20,000.00 $20,000.00 $3,750.00 $3,750.00 $15,000.00 $15,000.00 $3,545.00 $7,090.00 $8,000.00 $16,000.00 $27.81 $62,572.50 $18.00 $40,500.00 $9,054.91 $63,384.37 $6,000.00 $42,000.00 $139.50 $27,900.00 $65.00 $13,000.00 $121.30 $5,579.80 $80.00 $3,680.00 $1,012.50 $77,962.50 $650.00 $50,050.00 $660.25 $16,506.25 $220.00 $5,500.00 $6,250.00 $6,250.00 $10,000.00 $10,000.00 $1,017,816.55 $1,234,120.25 $56,250.00 $56,250.00 $72,311.25 $72,311.25 $4,375.00 $4,375.00 $20,000.00 $20,000.00 $46,447.81 $46,447.81 $35,000.00 $35,000.00 $27.56 $37,206.00 $15.00 $20,250.00 $7.99 $152,609.00 $20.67 $394,797.00 $70.54 $54,880.12 $62.00 $48,236.00 $55.06 $120,251.04 $48.00 $104,832.00 $28.89 $170,162.10 $32.00 $188,480.00 $7.88 $46,413.20 $4.00 $23,560.00 $68.91 $66,498.15 $21.35 $20,602.75 $50.63 $85,058.40 $80.00 $134,400.00 $53.56 $8,034.00 $115.00 $17,250.00 $4,750.00 $19,000.00 $8,500.00 $34,000.00 $28.69 $3,155.90 $9.00 $990.00 $1,562.50 $3,125.00 $1,250.00 $2,500.00 $479.25 $10,543.50 $250.00 $5,500.00 $545.71 $9,822.78 $250.00 $4,500.00 $18.89 $39,291.20 $12.00 $24,960.00 $6,937.50 $6,937.50 $10,000.00 $10,000.00 $6.31 $49,123.35 $3.55 $27,636.75 $0.15 $10,507.50 $0.29 $20,314.50 $11,875.00 $11,875.00 $12,000.00 $12,000.00 $6,250.00 $6,250.00 $12,000.00 $12,000.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $1,418,811.97 $1,489,850.25 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Owner: Bozeman MT, City of Solicitor: Bozeman MT, City of 07/09/2026 03:00 PM MDT Section Title Line Item Item Code Item Description UofM Quantity Schedule I: Utility Improvements-Base Bid 100 100 Mobilization and Insurance LS1 101 101 Dewatering LS1 102 102 Storm Drain Curb Inlet EA2 103 103 ADS Storm Chamber and Gravel CF 2250 104 104 Storm Manhole/ Inlet EA7 105 105 12" Storm Drain w/ FES LF 200 106 106 15" Storm Drain w/ FES LF 46 107 107 72" Equiv. RCP Arch Culvert w/ FES LF 77 108 108 Riprap CY 25 109 109 Construction Staking LS1 Schedule II: Surface Improvements-Base Bid 200 200 Mobilization and Insurance LS1 201 201 Traffic Control LS1 202 202 SWPPP Permitting, Storm Water Management and Erosion Control LS1 203 203 Strip, Stockpile & Replace or Dispose of Topsoil (6")CY 1350 204 204 Stockpile or Dispose of Cut Excavation CY 19100 205 205 1 1/2-inch Base Course Gravel - Street (4-inch Thick)CY 778 206 206 6" Minus Crushed Subbase Gravel (12-inch Thick)CY 2184 207 207 Asphalt Surface Course - Street (4-inch Section)SY 5890 208 208 Mirafi 380i Separation Fabric SY 5890 209 209 Asphalt Curb LF 965 210 210 MGS Guardrail LF 1680 211 211 MGS Long Span Guardrail LF 150 212 212 Guardrail Terminal End Section EA4 213 213 Sawcut and Asphalt Removal SF 110 214 214 Signage EA2 215 215 Epoxy Pavement Markings (White)GAL 22 216 216 Epoxy Pavement Markings (Yellow)GAL 18 217 217 Fence Removal and Storage LF 2080 218 218 Sloughing Repair LS1 219 219 S150 Erosion Control Blankets SY 7785 220 220 Hydroseeding SF 70050 221 221 Bollard Removal/Reinstallation and DEQ Well Casing Removal/Reinstall Secure Cap LS1 222 222 Construction Staking LS1 Schedule II: Surface Improvements-Fixed 224 224 Miscellaneous Work LS1 Base Bid Total: Ridgeline Excavation, Inc Unit Price Extension $256,980.00 $20,000.00 $20,000.00 $12,500.00 $12,500.00 $7,500.00 $15,000.00 $20.00 $45,000.00 $7,500.00 $52,500.00 $100.00 $20,000.00 $105.00 $4,830.00 $950.00 $73,150.00 $400.00 $10,000.00 $4,000.00 $4,000.00 $1,238,377.50 $130,000.00 $130,000.00 $6,500.00 $6,500.00 $7,500.00 $7,500.00 $50.00 $67,500.00 $20.00 $382,000.00 $70.00 $54,460.00 $45.00 $98,280.00 $42.50 $250,325.00 $6.00 $35,340.00 $25.00 $24,125.00 $50.00 $84,000.00 $55.00 $8,250.00 $4,500.00 $18,000.00 $3.00 $330.00 $1,500.00 $3,000.00 $200.00 $4,400.00 $200.00 $3,600.00 $10.00 $20,800.00 $8,500.00 $8,500.00 $2.50 $19,462.50 $0.10 $7,005.00 $3,000.00 $3,000.00 $2,000.00 $2,000.00 $40,000.00 $40,000.00 $40,000.00 $1,535,357.50 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 NOTICE OF AWARD Date of Issuance: Owner: City of Bozeman Owner’s Project No.: Engineer: Sanbell Engineer’s Project No.: Project: Bikefill Park Infrastructure: McIlhattan Roadway Improvements Contract Name: Bidder: Knife River Bidder’s Address: 630 Airway Boulevard, Belgrade, MT 59714 You are notified that Owner has accepted your Bid dated July 9, 2026 for the above Contract, and that you are the Successful Bidder and are awarded a Contract for: Bikefill Park Infrastructure: McIlhattan Roadway Improvements The Contract Price of the awarded Contract is $ 985,323.50. Contract Price is subject to adjustment based on the provisions of the Contract, including but not limited to those governing changes, Unit Price Work, and Work performed on a cost-plus-fee basis, as applicable. 3 unexecuted counterparts of the Agreement accompany this Notice of Award, and one copy of the Contract Documents accompanies this Notice of Award, or has been transmitted or made available to Bidder electronically. ☐ Drawings will be delivered separately from the other Contract Documents. You must comply with the following conditions precedent within 15 days of the date of receipt of this Notice of Award: 1. Deliver to Owner 3 counterparts of the Agreement, signed by Bidder (as Contractor). 2. Deliver with the signed Agreement(s) the Contract security (such as required performance and payment bonds) and insurance documentation, as specified in the Instructions to Bidders and in the General Conditions, Articles 2 and 6. 3. Other conditions precedent (if any): None Failure to comply with these conditions within the time specified will entitle Owner to consider you in default, annul this Notice of Award, and declare your Bid security forfeited. Within 10 days after you comply with the above conditions, Owner will return to you one fully signed counterpart of the Agreement, together with any additional copies of the Contract Documents as indicated in Paragraph 2.02 of the General Conditions. Owner: City of Bozeman By (signature): Name (printed): Title: Copy: Engineer EJCDC® C-510, Notice of Award. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Page 1 of 1 Docusign Envelope ID: 962B1E3E-3E73-8043-81A0-3822B301D4DF City Manager Chuck Winn Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 July 10, 2026 Mr. Kellen Gamradt City of Bozeman 20 E Olive Street #202 Bozeman, MT 59715 SUBJECT: BID AWARD RECOMMENDATION Bikefill Bike Park Infrastructure McIlhattan Roadway Improvements, Sanbell Project No. 22147.01 City Infrastructure Project No. ENGINF-18303 Dear Kellen: On July 9, 2026, competitive bids for the above referenced project were accepted and publicly opened. Ten bids were received from Knife River - Belgrade, Central Plumbing Heating and Excavation, CK May Excavating, Inc., Broadwater Excavation, Williams Civil Construction, DC Excavation, LLC, Roller Construction Inc., Schreder & Brandt MFG, Inc, Equitable, and Ridgeline Excavation, Inc. The following page includes a summary table of the verified bids relative to the engineer’s opinion of probable cost. No discrepancies were noted in Knife River – Belgrade’s bid. Based on this review, Sanbell recommends that the City of Bozeman move forward with a contract award to Knife River - Belgrade in the amount of $985,323.50. A copy of the bid tabulation is attached for reference. Please call if you have any questions or would like further information. Sincerely, Bobby Egeberg, PE Associate | Bozeman Land Development Manager enclosures: Bid Tabulation Docusign Envelope ID: 962B1E3E-3E73-8043-81A0-3822B301D4DFDocusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Owner: Bozeman MT, City of Solicitor: Bozeman MT, City of 07/09/2026 03:00 PM MDT Engineer Estimate Knife River - Belgrade Section Title Line Item Item Code Item Description UofM Quantity Unit Price Extension Unit Price Extension Schedule I: Utility Improvements-Base Bid $187,250.00 $203,785.50 100 100 Mobilization and Insurance LS1 $20,000.00 $20,000.00 $16,100.00 $16,100.00 101 101 Dewatering LS1 $15,000.00 $15,000.00 $5,500.00 $5,500.00 102 102 Storm Drain Curb Inlet EA2 $5,000.00 $10,000.00 $4,500.00 $9,000.00 103 103 ADS Storm Chamber and Gravel CF 2250 $16.00 $36,000.00 $24.25 $54,562.50 104 104 Storm Manhole/ Inlet EA7 $5,500.00 $38,500.00 $5,300.00 $37,100.00 105 105 12" Storm Drain w/ FES LF 200 $80.00 $16,000.00 $90.00 $18,000.00 106 106 15" Storm Drain w/ FES LF 46 $100.00 $4,600.00 $98.00 $4,508.00 107 107 72" Equiv. RCP Arch Culvert w/ FES LF 77 $450.00 $34,650.00 $670.00 $51,590.00 108 108 Riprap CY 25 $200.00 $5,000.00 $165.00 $4,125.00 109 109 Construction Staking LS1 $7,500.00 $7,500.00 $3,300.00 $3,300.00 Schedule II: Surface Improvements-Base Bid $1,192,336.50 $741,538.00 200 200 Mobilization and Insurance LS1 $125,000.00 $125,000.00 $66,850.00 $66,850.00 201 201 Traffic Control LS1 $12,000.00 $12,000.00 $5,000.00 $5,000.00 202 202 SWPPP Permitting, Storm Water Management and Erosion Control LS1 $20,000.00 $20,000.00 $19,250.00 $19,250.00 203 203 Strip, Stockpile & Replace or Dispose of Topsoil (6")CY 1350 $16.00 $21,600.00 $15.75 $21,262.50 204 204 Stockpile or Dispose of Cut Excavation CY 19100 $18.00 $343,800.00 $8.00 $152,800.00 205 205 1 1/2-inch Base Course Gravel - Street (4-inch Thick)CY 778 $48.00 $37,344.00 $46.00 $35,788.00 206 206 6" Minus Crushed Subbase Gravel (12-inch Thick)CY 2184 $40.00 $87,360.00 $33.00 $72,072.00 207 207 Asphalt Surface Course - Street (4-inch Section)SY 5890 $38.00 $223,820.00 $23.50 $138,415.00 208 208 Mirafi 380i Separation Fabric SY 5890 $5.00 $29,450.00 $5.00 $29,450.00 209 209 Asphalt Curb LF 965 $19.50 $18,817.50 $10.50 $10,132.50 210 210 MGS Guardrail LF 1680 $39.00 $65,520.00 $43.00 $72,240.00 211 211 MGS Long Span Guardrail LF 150 $45.00 $6,750.00 $45.00 $6,750.00 212 212 Guardrail Terminal End Section EA4 $4,500.00 $18,000.00 $4,000.00 $16,000.00 213 213 Sawcut and Asphalt Removal SF 110 $7.00 $770.00 $5.00 $550.00 214 214 Signage EA2 $1,000.00 $2,000.00 $1,350.00 $2,700.00 215 215 Epoxy Pavement Markings (White)GAL 22 $500.00 $11,000.00 $160.00 $3,520.00 216 216 Epoxy Pavement Markings (Yellow)GAL 18 $500.00 $9,000.00 $160.00 $2,880.00 217 217 Fence Removal and Storage LF 2080 $15.00 $31,200.00 $8.50 $17,680.00 218 218 Sloughing Repair LS1 $15,000.00 $15,000.00 $4,500.00 $4,500.00 219 219 S150 Erosion Control Blankets SY 7785 $3.00 $23,355.00 $3.80 $29,583.00 220 220 Hydroseeding SF 70050 $1.00 $70,050.00 $0.30 $21,015.00 221 221 Bollard Removal/Reinstallation and DEQ Well Casing Removal/Reinstall Secure Cap LS1 $13,000.00 $13,000.00 $5,100.00 $5,100.00 222 222 Construction Staking LS1 $7,500.00 $7,500.00 $8,000.00 $8,000.00 Schedule II: Surface Improvements-Fixed $40,000.00 $40,000.00 224 224 Miscellaneous Work LS1 $40,000.00 $40,000.00 $40,000.00 $40,000.00 Base Bid Total:$1,419,586.50 $985,323.50 Docusign Envelope ID: 962B1E3E-3E73-8043-81A0-3822B301D4DFDocusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Owner: Bozeman MT, City of Solicitor: Bozeman MT, City of 07/09/2026 03:00 PM MDT Section Title Line Item Item Code Item Description UofM Quantity Schedule I: Utility Improvements-Base Bid 100 100 Mobilization and Insurance LS1 101 101 Dewatering LS1 102 102 Storm Drain Curb Inlet EA2 103 103 ADS Storm Chamber and Gravel CF 2250 104 104 Storm Manhole/ Inlet EA7 105 105 12" Storm Drain w/ FES LF 200 106 106 15" Storm Drain w/ FES LF 46 107 107 72" Equiv. RCP Arch Culvert w/ FES LF 77 108 108 Riprap CY 25 109 109 Construction Staking LS1 Schedule II: Surface Improvements-Base Bid 200 200 Mobilization and Insurance LS1 201 201 Traffic Control LS1 202 202 SWPPP Permitting, Storm Water Management and Erosion Control LS1 203 203 Strip, Stockpile & Replace or Dispose of Topsoil (6")CY 1350 204 204 Stockpile or Dispose of Cut Excavation CY 19100 205 205 1 1/2-inch Base Course Gravel - Street (4-inch Thick)CY 778 206 206 6" Minus Crushed Subbase Gravel (12-inch Thick)CY 2184 207 207 Asphalt Surface Course - Street (4-inch Section)SY 5890 208 208 Mirafi 380i Separation Fabric SY 5890 209 209 Asphalt Curb LF 965 210 210 MGS Guardrail LF 1680 211 211 MGS Long Span Guardrail LF 150 212 212 Guardrail Terminal End Section EA4 213 213 Sawcut and Asphalt Removal SF 110 214 214 Signage EA2 215 215 Epoxy Pavement Markings (White)GAL 22 216 216 Epoxy Pavement Markings (Yellow)GAL 18 217 217 Fence Removal and Storage LF 2080 218 218 Sloughing Repair LS1 219 219 S150 Erosion Control Blankets SY 7785 220 220 Hydroseeding SF 70050 221 221 Bollard Removal/Reinstallation and DEQ Well Casing Removal/Reinstall Secure Cap LS1 222 222 Construction Staking LS1 Schedule II: Surface Improvements-Fixed 224 224 Miscellaneous Work LS1 Base Bid Total: Central Plumbing Heating and Excavation CK May Excavating, Inc. Unit Price Extension Unit Price Extension $173,017.00 $195,275.00 $10,400.00 $10,400.00 $4,000.00 $4,000.00 $4,400.00 $4,400.00 $2,500.00 $2,500.00 $3,878.00 $7,756.00 $4,500.00 $9,000.00 $19.50 $43,875.00 $23.00 $51,750.00 $4,135.00 $28,945.00 $5,900.00 $41,300.00 $54.00 $10,800.00 $85.00 $17,000.00 $66.00 $3,036.00 $100.00 $4,600.00 $690.00 $53,130.00 $750.00 $57,750.00 $287.00 $7,175.00 $175.00 $4,375.00 $3,500.00 $3,500.00 $3,000.00 $3,000.00 $775,356.00 $762,715.00 $57,145.00 $57,145.00 $28,400.00 $28,400.00 $4,040.00 $4,040.00 $8,500.00 $8,500.00 $16,500.00 $16,500.00 $6,560.00 $6,560.00 $7.50 $10,125.00 $15.00 $20,250.00 $4.90 $93,590.00 $7.00 $133,700.00 $76.00 $59,128.00 $70.00 $54,460.00 $45.00 $98,280.00 $45.00 $98,280.00 $27.00 $159,030.00 $31.00 $182,590.00 $5.00 $29,450.00 $4.00 $23,560.00 $50.00 $48,250.00 $25.00 $24,125.00 $46.75 $78,540.00 $45.00 $75,600.00 $49.50 $7,425.00 $45.00 $6,750.00 $4,386.00 $17,544.00 $4,000.00 $16,000.00 $6.00 $660.00 $2.50 $275.00 $1,400.00 $2,800.00 $1,000.00 $2,000.00 $274.00 $6,028.00 $175.00 $3,850.00 $274.00 $4,932.00 $175.00 $3,150.00 $8.50 $17,680.00 $10.00 $20,800.00 $7,500.00 $7,500.00 $5,500.00 $5,500.00 $2.80 $21,798.00 $3.00 $23,355.00 $0.22 $15,411.00 $0.20 $14,010.00 $8,000.00 $8,000.00 $3,500.00 $3,500.00 $11,500.00 $11,500.00 $7,500.00 $7,500.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $988,373.00 $997,990.00 Docusign Envelope ID: 962B1E3E-3E73-8043-81A0-3822B301D4DFDocusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Owner: Bozeman MT, City of Solicitor: Bozeman MT, City of 07/09/2026 03:00 PM MDT Section Title Line Item Item Code Item Description UofM Quantity Schedule I: Utility Improvements-Base Bid 100 100 Mobilization and Insurance LS1 101 101 Dewatering LS1 102 102 Storm Drain Curb Inlet EA2 103 103 ADS Storm Chamber and Gravel CF 2250 104 104 Storm Manhole/ Inlet EA7 105 105 12" Storm Drain w/ FES LF 200 106 106 15" Storm Drain w/ FES LF 46 107 107 72" Equiv. RCP Arch Culvert w/ FES LF 77 108 108 Riprap CY 25 109 109 Construction Staking LS1 Schedule II: Surface Improvements-Base Bid 200 200 Mobilization and Insurance LS1 201 201 Traffic Control LS1 202 202 SWPPP Permitting, Storm Water Management and Erosion Control LS1 203 203 Strip, Stockpile & Replace or Dispose of Topsoil (6")CY 1350 204 204 Stockpile or Dispose of Cut Excavation CY 19100 205 205 1 1/2-inch Base Course Gravel - Street (4-inch Thick)CY 778 206 206 6" Minus Crushed Subbase Gravel (12-inch Thick)CY 2184 207 207 Asphalt Surface Course - Street (4-inch Section)SY 5890 208 208 Mirafi 380i Separation Fabric SY 5890 209 209 Asphalt Curb LF 965 210 210 MGS Guardrail LF 1680 211 211 MGS Long Span Guardrail LF 150 212 212 Guardrail Terminal End Section EA4 213 213 Sawcut and Asphalt Removal SF 110 214 214 Signage EA2 215 215 Epoxy Pavement Markings (White)GAL 22 216 216 Epoxy Pavement Markings (Yellow)GAL 18 217 217 Fence Removal and Storage LF 2080 218 218 Sloughing Repair LS1 219 219 S150 Erosion Control Blankets SY 7785 220 220 Hydroseeding SF 70050 221 221 Bollard Removal/Reinstallation and DEQ Well Casing Removal/Reinstall Secure Cap LS1 222 222 Construction Staking LS1 Schedule II: Surface Improvements-Fixed 224 224 Miscellaneous Work LS1 Base Bid Total: Broadwater Excavation Williams Civil Construction Unit Price Extension Unit Price Extension $218,592.50 $302,800.00 $45,000.00 $45,000.00 $71,000.00 $71,000.00 $12,000.00 $12,000.00 $6,800.00 $6,800.00 $4,500.00 $9,000.00 $5,500.00 $11,000.00 $17.15 $38,587.50 $25.00 $56,250.00 $5,500.00 $38,500.00 $5,600.00 $39,200.00 $62.00 $12,400.00 $173.00 $34,600.00 $80.00 $3,680.00 $175.00 $8,050.00 $650.00 $50,050.00 $800.00 $61,600.00 $135.00 $3,375.00 $320.00 $8,000.00 $6,000.00 $6,000.00 $6,300.00 $6,300.00 $871,083.55 $828,539.40 $30,000.00 $30,000.00 $73,500.00 $73,500.00 $15,000.00 $15,000.00 $3,300.00 $3,300.00 $12,000.00 $12,000.00 $7,000.00 $7,000.00 $9.00 $12,150.00 $14.50 $19,575.00 $14.75 $281,725.00 $6.00 $114,600.00 $31.75 $24,701.50 $58.00 $45,124.00 $28.85 $63,008.40 $46.00 $100,464.00 $35.46 $208,859.40 $36.50 $214,985.00 $4.75 $27,977.50 $5.00 $29,450.00 $14.00 $13,510.00 $19.11 $18,441.15 $40.50 $68,040.00 $47.00 $78,960.00 $42.85 $6,427.50 $50.00 $7,500.00 $3,800.00 $15,200.00 $4,400.00 $17,600.00 $6.00 $660.00 $8.50 $935.00 $1,250.00 $2,500.00 $1,325.00 $2,650.00 $180.00 $3,960.00 $175.00 $3,850.00 $180.00 $3,240.00 $175.00 $3,150.00 $5.00 $10,400.00 $9.25 $19,240.00 $25,000.00 $25,000.00 $12,800.00 $12,800.00 $2.25 $17,516.25 $4.15 $32,307.75 $0.16 $11,208.00 $0.15 $10,507.50 $8,000.00 $8,000.00 $6,300.00 $6,300.00 $10,000.00 $10,000.00 $6,300.00 $6,300.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $1,129,676.05 $1,171,339.40 Docusign Envelope ID: 962B1E3E-3E73-8043-81A0-3822B301D4DFDocusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Owner: Bozeman MT, City of Solicitor: Bozeman MT, City of 07/09/2026 03:00 PM MDT Section Title Line Item Item Code Item Description UofM Quantity Schedule I: Utility Improvements-Base Bid 100 100 Mobilization and Insurance LS1 101 101 Dewatering LS1 102 102 Storm Drain Curb Inlet EA2 103 103 ADS Storm Chamber and Gravel CF 2250 104 104 Storm Manhole/ Inlet EA7 105 105 12" Storm Drain w/ FES LF 200 106 106 15" Storm Drain w/ FES LF 46 107 107 72" Equiv. RCP Arch Culvert w/ FES LF 77 108 108 Riprap CY 25 109 109 Construction Staking LS1 Schedule II: Surface Improvements-Base Bid 200 200 Mobilization and Insurance LS1 201 201 Traffic Control LS1 202 202 SWPPP Permitting, Storm Water Management and Erosion Control LS1 203 203 Strip, Stockpile & Replace or Dispose of Topsoil (6")CY 1350 204 204 Stockpile or Dispose of Cut Excavation CY 19100 205 205 1 1/2-inch Base Course Gravel - Street (4-inch Thick)CY 778 206 206 6" Minus Crushed Subbase Gravel (12-inch Thick)CY 2184 207 207 Asphalt Surface Course - Street (4-inch Section)SY 5890 208 208 Mirafi 380i Separation Fabric SY 5890 209 209 Asphalt Curb LF 965 210 210 MGS Guardrail LF 1680 211 211 MGS Long Span Guardrail LF 150 212 212 Guardrail Terminal End Section EA4 213 213 Sawcut and Asphalt Removal SF 110 214 214 Signage EA2 215 215 Epoxy Pavement Markings (White)GAL 22 216 216 Epoxy Pavement Markings (Yellow)GAL 18 217 217 Fence Removal and Storage LF 2080 218 218 Sloughing Repair LS1 219 219 S150 Erosion Control Blankets SY 7785 220 220 Hydroseeding SF 70050 221 221 Bollard Removal/Reinstallation and DEQ Well Casing Removal/Reinstall Secure Cap LS1 222 222 Construction Staking LS1 Schedule II: Surface Improvements-Fixed 224 224 Miscellaneous Work LS1 Base Bid Total: DC Excavation, LLC Roller Construction Inc. Unit Price Extension Unit Price Extension $249,404.90 $277,347.25 $36,275.12 $36,275.12 $25,727.00 $25,727.00 $10,120.28 $10,120.28 $60,000.00 $60,000.00 $4,908.67 $9,817.34 $5,250.00 $10,500.00 $25.28 $56,880.00 $26.60 $59,850.00 $6,025.83 $42,180.81 $5,830.00 $40,810.00 $90.95 $18,190.00 $52.00 $10,400.00 $98.55 $4,533.30 $67.00 $3,082.00 $796.45 $61,326.65 $717.25 $55,228.25 $210.64 $5,266.00 $170.00 $4,250.00 $4,815.40 $4,815.40 $7,500.00 $7,500.00 $935,495.11 $1,040,553.65 $50,658.75 $50,658.75 $75,000.00 $75,000.00 $6,019.25 $6,019.25 $25,000.00 $25,000.00 $20,492.28 $20,492.28 $40,000.00 $40,000.00 $34.61 $46,723.50 $8.00 $10,800.00 $7.99 $152,609.00 $10.00 $191,000.00 $60.56 $47,115.68 $72.00 $56,016.00 $43.84 $95,746.56 $68.00 $148,512.00 $37.92 $223,348.80 $36.22 $213,335.80 $6.19 $36,459.10 $5.50 $32,395.00 $19.86 $19,164.90 $18.97 $18,306.05 $48.76 $81,916.80 $50.62 $85,041.60 $51.59 $7,738.50 $53.56 $8,034.00 $4,574.63 $18,298.52 $4,750.00 $19,000.00 $7.59 $834.90 $15.50 $1,705.00 $1,504.82 $3,009.64 $1,563.00 $3,126.00 $180.58 $3,972.76 $172.50 $3,795.00 $180.58 $3,250.44 $172.50 $3,105.00 $18.19 $37,835.20 $10.00 $20,800.00 $6,918.96 $6,918.96 $15,000.00 $15,000.00 $5.78 $44,997.30 $5.52 $42,973.20 $0.29 $20,314.50 $0.18 $12,609.00 $3,254.37 $3,254.37 $7,500.00 $7,500.00 $4,815.40 $4,815.40 $7,500.00 $7,500.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $1,224,900.01 $1,357,900.90 Docusign Envelope ID: 962B1E3E-3E73-8043-81A0-3822B301D4DFDocusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Owner: Bozeman MT, City of Solicitor: Bozeman MT, City of 07/09/2026 03:00 PM MDT Section Title Line Item Item Code Item Description UofM Quantity Schedule I: Utility Improvements-Base Bid 100 100 Mobilization and Insurance LS1 101 101 Dewatering LS1 102 102 Storm Drain Curb Inlet EA2 103 103 ADS Storm Chamber and Gravel CF 2250 104 104 Storm Manhole/ Inlet EA7 105 105 12" Storm Drain w/ FES LF 200 106 106 15" Storm Drain w/ FES LF 46 107 107 72" Equiv. RCP Arch Culvert w/ FES LF 77 108 108 Riprap CY 25 109 109 Construction Staking LS1 Schedule II: Surface Improvements-Base Bid 200 200 Mobilization and Insurance LS1 201 201 Traffic Control LS1 202 202 SWPPP Permitting, Storm Water Management and Erosion Control LS1 203 203 Strip, Stockpile & Replace or Dispose of Topsoil (6")CY 1350 204 204 Stockpile or Dispose of Cut Excavation CY 19100 205 205 1 1/2-inch Base Course Gravel - Street (4-inch Thick)CY 778 206 206 6" Minus Crushed Subbase Gravel (12-inch Thick)CY 2184 207 207 Asphalt Surface Course - Street (4-inch Section)SY 5890 208 208 Mirafi 380i Separation Fabric SY 5890 209 209 Asphalt Curb LF 965 210 210 MGS Guardrail LF 1680 211 211 MGS Long Span Guardrail LF 150 212 212 Guardrail Terminal End Section EA4 213 213 Sawcut and Asphalt Removal SF 110 214 214 Signage EA2 215 215 Epoxy Pavement Markings (White)GAL 22 216 216 Epoxy Pavement Markings (Yellow)GAL 18 217 217 Fence Removal and Storage LF 2080 218 218 Sloughing Repair LS1 219 219 S150 Erosion Control Blankets SY 7785 220 220 Hydroseeding SF 70050 221 221 Bollard Removal/Reinstallation and DEQ Well Casing Removal/Reinstall Secure Cap LS1 222 222 Construction Staking LS1 Schedule II: Surface Improvements-Fixed 224 224 Miscellaneous Work LS1 Base Bid Total: Schreder & Brandt MFG, Inc Equitable Unit Price Extension Unit Price Extension $360,995.42 $215,730.00 $90,000.00 $90,000.00 $20,000.00 $20,000.00 $3,750.00 $3,750.00 $15,000.00 $15,000.00 $3,545.00 $7,090.00 $8,000.00 $16,000.00 $27.81 $62,572.50 $18.00 $40,500.00 $9,054.91 $63,384.37 $6,000.00 $42,000.00 $139.50 $27,900.00 $65.00 $13,000.00 $121.30 $5,579.80 $80.00 $3,680.00 $1,012.50 $77,962.50 $650.00 $50,050.00 $660.25 $16,506.25 $220.00 $5,500.00 $6,250.00 $6,250.00 $10,000.00 $10,000.00 $1,017,816.55 $1,234,120.25 $56,250.00 $56,250.00 $72,311.25 $72,311.25 $4,375.00 $4,375.00 $20,000.00 $20,000.00 $46,447.81 $46,447.81 $35,000.00 $35,000.00 $27.56 $37,206.00 $15.00 $20,250.00 $7.99 $152,609.00 $20.67 $394,797.00 $70.54 $54,880.12 $62.00 $48,236.00 $55.06 $120,251.04 $48.00 $104,832.00 $28.89 $170,162.10 $32.00 $188,480.00 $7.88 $46,413.20 $4.00 $23,560.00 $68.91 $66,498.15 $21.35 $20,602.75 $50.63 $85,058.40 $80.00 $134,400.00 $53.56 $8,034.00 $115.00 $17,250.00 $4,750.00 $19,000.00 $8,500.00 $34,000.00 $28.69 $3,155.90 $9.00 $990.00 $1,562.50 $3,125.00 $1,250.00 $2,500.00 $479.25 $10,543.50 $250.00 $5,500.00 $545.71 $9,822.78 $250.00 $4,500.00 $18.89 $39,291.20 $12.00 $24,960.00 $6,937.50 $6,937.50 $10,000.00 $10,000.00 $6.31 $49,123.35 $3.55 $27,636.75 $0.15 $10,507.50 $0.29 $20,314.50 $11,875.00 $11,875.00 $12,000.00 $12,000.00 $6,250.00 $6,250.00 $12,000.00 $12,000.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $40,000.00 $1,418,811.97 $1,489,850.25 Docusign Envelope ID: 962B1E3E-3E73-8043-81A0-3822B301D4DFDocusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Owner: Bozeman MT, City of Solicitor: Bozeman MT, City of 07/09/2026 03:00 PM MDT Section Title Line Item Item Code Item Description UofM Quantity Schedule I: Utility Improvements-Base Bid 100 100 Mobilization and Insurance LS1 101 101 Dewatering LS1 102 102 Storm Drain Curb Inlet EA2 103 103 ADS Storm Chamber and Gravel CF 2250 104 104 Storm Manhole/ Inlet EA7 105 105 12" Storm Drain w/ FES LF 200 106 106 15" Storm Drain w/ FES LF 46 107 107 72" Equiv. RCP Arch Culvert w/ FES LF 77 108 108 Riprap CY 25 109 109 Construction Staking LS1 Schedule II: Surface Improvements-Base Bid 200 200 Mobilization and Insurance LS1 201 201 Traffic Control LS1 202 202 SWPPP Permitting, Storm Water Management and Erosion Control LS1 203 203 Strip, Stockpile & Replace or Dispose of Topsoil (6")CY 1350 204 204 Stockpile or Dispose of Cut Excavation CY 19100 205 205 1 1/2-inch Base Course Gravel - Street (4-inch Thick)CY 778 206 206 6" Minus Crushed Subbase Gravel (12-inch Thick)CY 2184 207 207 Asphalt Surface Course - Street (4-inch Section)SY 5890 208 208 Mirafi 380i Separation Fabric SY 5890 209 209 Asphalt Curb LF 965 210 210 MGS Guardrail LF 1680 211 211 MGS Long Span Guardrail LF 150 212 212 Guardrail Terminal End Section EA4 213 213 Sawcut and Asphalt Removal SF 110 214 214 Signage EA2 215 215 Epoxy Pavement Markings (White)GAL 22 216 216 Epoxy Pavement Markings (Yellow)GAL 18 217 217 Fence Removal and Storage LF 2080 218 218 Sloughing Repair LS1 219 219 S150 Erosion Control Blankets SY 7785 220 220 Hydroseeding SF 70050 221 221 Bollard Removal/Reinstallation and DEQ Well Casing Removal/Reinstall Secure Cap LS1 222 222 Construction Staking LS1 Schedule II: Surface Improvements-Fixed 224 224 Miscellaneous Work LS1 Base Bid Total: Ridgeline Excavation, Inc Unit Price Extension $256,980.00 $20,000.00 $20,000.00 $12,500.00 $12,500.00 $7,500.00 $15,000.00 $20.00 $45,000.00 $7,500.00 $52,500.00 $100.00 $20,000.00 $105.00 $4,830.00 $950.00 $73,150.00 $400.00 $10,000.00 $4,000.00 $4,000.00 $1,238,377.50 $130,000.00 $130,000.00 $6,500.00 $6,500.00 $7,500.00 $7,500.00 $50.00 $67,500.00 $20.00 $382,000.00 $70.00 $54,460.00 $45.00 $98,280.00 $42.50 $250,325.00 $6.00 $35,340.00 $25.00 $24,125.00 $50.00 $84,000.00 $55.00 $8,250.00 $4,500.00 $18,000.00 $3.00 $330.00 $1,500.00 $3,000.00 $200.00 $4,400.00 $200.00 $3,600.00 $10.00 $20,800.00 $8,500.00 $8,500.00 $2.50 $19,462.50 $0.10 $7,005.00 $3,000.00 $3,000.00 $2,000.00 $2,000.00 $40,000.00 $40,000.00 $40,000.00 $1,535,357.50 Docusign Envelope ID: 962B1E3E-3E73-8043-81A0-3822B301D4DFDocusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Name:Contractor #:Affirmation Form:Bid Bond:Base Bid Total: Knife River 10089 x x $ 985,323.50 Central Excavation 4443 x x $ 988,373.00 CK May Excavating 35949 x x 997,990.00$ Broadwater Excavation 269246 x x 1,129,676.05$ Williams Civil Construction 158949 x x 1,171,339.40$ DC Excavation 224559 x x 1,224,900.01$ Roller Excavation 234243 x x 1,357,900.90$ Schreder & Brandt MFG 285154 x x 1,418,811.97$ Equitable 257749 x x 1,489,850.25$ Ridgeline Excavation 261451 x x 1,535,357.50$ Mike Maas Kellen Gamradt City Clerk Engineer II Bid Check:Delivered to Finance:Accepted By:Date: Bid Tab - McIlhattan Roadway Improvements These bids were opened and read before the undersigned at 3:00 pm on Thursday, July 9, 2026 Docusign Envelope ID: 962B1E3E-3E73-8043-81A0-3822B301D4DFDocusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 This is a safe-printed document. The original attachment had 2 page(s). Safeprint maximum page count configuration is 10 page(s). Number of pages truncated are 0 page(s). Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 ANY PROPRIETOR/PARTNER/EXECUTIVEOFFICER/MEMBER EXCLUDED? INSR ADDL SUBRLTRINSD WVD PRODUCER CONTACTNAME: FAXPHONE(A/C, No):(A/C, No, Ext): E-MAILADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXPTYPE OF INSURANCE LIMITS(MM/DD/YYYY) (MM/DD/YYYY) AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE EACH OCCURRENCE $ DAMAGE TO RENTEDCLAIMS-MADE OCCUR $PREMISES (Ea occurrence) MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER:GENERAL AGGREGATE $ PRO-POLICY LOC PRODUCTS - COMP/OP AGGJECT OTHER:$ COMBINED SINGLE LIMIT $(Ea accident) ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED BODILY INJURY (Per accident) $AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $AUTOS ONLY AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE CLAIMS-MADE AGGREGATE $ DED RETENTION $ PER OTH-STATUTE ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMITDESCRIPTION OF OPERATIONS below INSURER(S) AFFORDING COVERAGE NAIC # COMMERCIAL GENERAL LIABILITY Y / N N / A (Mandatory in NH) SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved.ACORD 25 (2016/03) CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) $ $ $ $ $ The ACORD name and logo are registered marks of ACORD 4/23/2026 (406) 869-4427 15105 JTL Group, Inc. DBA Knife River - Belgrade A Member of the MCCF PO Box 9 Belgrade, MT 59714 A Workers Compensation SP4067557 1/1/2026 Coverage A Statutory Subject to the terms and conditions of the policy as issued by the Insurance Company. Self-Insured Retention for Work Comp $1,250,000 per occurrence. Covers Montana State Resident Employees. All claims are administered by the Montana Contractor Compensation Fund (MCCF). Any And All Projects As Required By Written Contract City of Bozeman PO Box 1230 Bozeman, MT 59771 MONTCON-09 JMCMILLAN Billings Office Marsh McLennan Agency LLC P.O. Box 30638 Billings, MT 59107-0638 Jana McMillan Jana.McMillan@MarshMMA.com Safety National Casualty Corporation 1/1/2027 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 This is a safe-printed document. The original attachment had 2 page(s). Safeprint maximum page count configuration is 10 page(s). Number of pages truncated are 0 page(s). Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 This is a safe-printed document. The original attachment had 11 page(s). Safeprint maximum page count configuration is 10 page(s). Number of pages truncated are 1 page(s). Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Knife River - Belgrade Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 6 August $985,323.50 nine hundred eighty five thousand three hundred twenty three dollars & 50/100. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Construction Operations Manager City Manager BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS Project # 22147.01 MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS, SEVENTH EDITION Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 MONTANA PUBLIC WORKS STANDARD SPECIFICATIONS Seventh Edition April 2021 Distributed by: Montana Contractors Association 1717 11th Avenue, Helena, MT 59601 www.mtagc.org (406) 442-4162 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS Project # 22147.01 CITY OF BOZEMAN STANDARD MODIFICATIONS TO THE MPWSS SEVENTH EDITION, APRIL 2021 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 City of Bozeman Standard Modifications to MPWSS Seventh Edition, April 2021 Refer to City of Bozeman Website www.bozeman.net Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the controlling Laws and Regulations. SUPPLEMENTARY CONDITIONS OF THE CONSTRUCTION CONTRACT Prepared By Endorsed By Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Copyright© 2018 National Society of Professional Engineers 1420 King Street, Alexandria, VA 22314-2794 (703) 684-2882 www.nspe.org American Council of Engineering Companies 1015 15th Street N.W., Washington, DC 20005 (202) 347-7474 www.acec.org American Society of Civil Engineers 1801 Alexander Bell Drive, Reston, VA 20191-4400 (800) 548-2723 www.asce.org The copyright for this EJCDC document is owned jointly by the three sponsoring organizations listed above. The National Society of Professional Engineers is the Copyright Administrator for the EJCDC documents; please direct all inquiries regarding EJCDC copyrights to NSPE. NOTE: EJCDC publications may be purchased at www.ejcdc.org, or from any of the sponsoring organizations above. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). SUPPLEMENTARY CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1— Definitions and Terminology....................................................................................................... 1 Article 2— Preliminary Matters .................................................................................................................... 5 Article 3— Contract Documents: Intent, Requirements, Reuse ................................................................... 5 Article 4— Commencement and Progress of the Work ............................................................................... 5 Article 5— Site, Subsurface and Physical Conditions, Hazardoud Environmental Conditions .....................6 Article 6— Bonds and Insurance ................................................................................................................... 7 Article 7— Contractor’s Responsibilities .................................................................................................... 15 Article 8— Other Work at the Site .............................................................................................................. 16 Article 9— Owner’s Responsibilities ........................................................................................................... 17 Article 10— Engineer’s Status During Construction ................................................................................... 17 Article 11— Changes to the Contract ......................................................................................................... 18 Article 12— Claims ...................................................................................................................................... 19 Article 13— Cost of Work; Allowances, Unit Price Work............................................................................ 19 Article 14— Tests and Inspections; Correction, Removal, or Accceptance of Defective Work Article 15— Payments to Contractor, Set Offs; Completions; Correction Period ...................................... 20 Article 16— Suspension of Work and Termination .................................................................................... 22 Article 17— Final Resolutions of Disputes .................................................................................................. 22 Article 18— Miscellaneous ......................................................................................................................... 24 Exhibit A— Software Requirements for Electronic Document Exchange Exhibit B— Foreseeable Bad Weather Days Exhibit C— Geotechnical Baseline Report Supplement to the Supplementary Conditions Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 1 of 30 SUPPLEMENTARY CONDITIONS OF THE CONSTRUCTION CONTRACT These Supplementary Conditions amend or supplement EJCDC® C-700, Standard General Conditions of the Construction Contract (2018). The General Conditions remain in full force and effect except as amended. The terms used in these Supplementary Conditions have the meanings stated in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings stated below, which are applicable to both the singular and plural thereof. The address system used in these Supplementary Conditions is the same as the address system used in the General Conditions, with the prefix "SC" added—for example, “Paragraph SC-4.05.” ARTICLE 1—DEFINITIONS AND TERMINOLOGY SC-1.01.A.8 – Add the following at the end of the Paragraph: The Change Order form to be used on this Project is EJCDC C-941 (2018). Agency approval is required before Change Orders are effective. SC-1.01.A.30 – Add the following at the end of the Paragraph: For the purposes of Rural Development, this term is synonymous with the term “applicant” as defined in 7 CFR 1780.7 (a) (1), (2) and (3) and is an entity receiving financial assistance from the federal programs. SC-1.01.A.50 – Add the following at the end of the Paragraph: The Work Change Directive form to be used on this Project is EJCDC C-940 (2018). Agency approval is required before a Work Change Directive is issued. SC-1.01.A.51 – Add the following new paragraph immediately after Paragraph 1.01.A.50: 51. Agency - The Project is financed in whole or in part by USDA Rural Utilities Service pursuant to the Consolidated Farm and Rural Development Act (7 USC Section 1921 et seq.). The Rural Utilities Service programs are administered through the USDA Rural Development offices; therefore, the Agency for these documents is USDA Rural Development. SC-1.01.A.52 – Add the following new paragraph with the title “American Iron and Steel Definitions” immediately after Paragraph 1.01.A.51: Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 2 of 30 52.a American Iron and Steel (AIS) - Requirements mandated by Section 746 of Title VII of the Consolidated Appropriations Act of 2017 (Division A - Agriculture, Rural Development, Food and Drug Administration, and Related Agencies Appropriations Act, 2017) and subsequent statutes mandating domestic preference for “iron and steel products,” meaning the following products, if made primarily of iron or steel: lined or unlined pipes and fittings, manhole covers and other municipal castings, hydrants, tanks, flanges, pipe clamps and restraints, valves, structural steel, reinforced precast concrete, and Construction Materials. AIS requirements apply in each of the several states, the District of Columbia, and each federally recognized Tribe, but not the U.S. Territories. 52.b Coating - A covering that is applied to the surface of an object. If a Coating is applied to the external surface of a domestic iron or Steel component, and the application takes place outside of the United States, said product would be considered a compliant product under the AIS requirements. Any Coating processes that are applied to the external surface of Iron and Steel components that would otherwise be AIS compliant would not disqualify the product from meeting the AIS requirements regardless of where the Coating processes occur, provided that final assembly of the product occurs in the United States. This exemption only applies to Coatings on the external surface of Iron and Steel components. It does not apply to Coatings or linings on internal surfaces of Iron and Steel products, such as the lining of lined pipes. All Manufacturing Processes for lined pipes, including the application of pipe lining, must occur in the United States for the product to be compliant with AIS requirements. 52.c Construction Materials - Those articles, materials, or supplies made primarily of iron and/or steel, that are permanently incorporated into the project, not including mechanical and/or electrical components, equipment and systems. Some of these products may overlap with what is also considered “structural steel”. Note: Mechanical and electrical components, equipment and systems are not considered Construction Materials. See definitions of Mechanical Equipment and Electrical Equipment. 52.d Contractor’s Certification - Documentation submitted by the Contractor upon Substantial Completion of the Contract that all Iron and Steel products installed were Produced in the United States. 52.e De Minimis - Various miscellaneous, incidental low-cost components that are essential for, but incidental to, the construction and are incorporated into the physical structure of the project. Examples of De Minimis components could include small washers, screws, fasteners (such as “off the shelf” nuts and bolts), miscellaneous wire, corner bead, ancillary tube, signage, trash bins, door hardware etc. Costs for such De Minimis components cumulatively may comprise no more than a total of five percent of the total cost of the materials used in and incorporated into a project; the cost of an individual item may not exceed one percent of the total cost of the materials used in and incorporated into a project. 52.f Electrical Equipment - Typically any machine powered by electricity and includes components that are part of the electrical distribution system. AIS does not apply to Electrical Equipment. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 3 of 30 52.g Engineer’s Certification - Documentation submitted by the Engineer that Drawings, Specifications, and Bidding Documents comply with AIS. 52.h Iron and Steel products - The following products made primarily of iron or steel: lined or unlined pipes and fittings, manhole covers and other municipal castings, hydrants, tanks, flanges, pipe clamps and restraints, valves, structural steel, reinforced precast concrete, and Construction Materials. Only items on the above list made primarily of iron or steel, permanently incorporated into the project must be Produced in the United States. For example, trench boxes, scaffolding or equipment, which are removed from the project site upon completion of the project, are not required to be made of U.S. iron or steel. 52.i Manufacturer - A Supplier, fabricator, distributor, materialman, or vendor is an entity with which the Owner, Contractor or any subcontractor has contracted to furnish materials or equipment to be incorporated in the project by the Owner, Contractor or a subcontractor. 52.j Manufacturer’s Certification - Documentation provided by the Manufacturer stating that the Iron and Steel products to be used in the project are produced in the United States in accordance with American Iron and Steel (AIS) Requirements. If items are purchased via a Supplier, distributor, vendor, etc. from the Manufacturer directly, then the Supplier, distributor, vendor, etc. will be responsible for obtaining and providing these certifications to the parties purchasing the products. 52.k Manufacturing Processes - Processes such as melting, refining, pouring, forming, rolling, drawing, finishing, and fabricating. Further, if a domestic Iron and Steel product is taken out of the United States for any part of the manufacturing process, it becomes foreign source material. However, raw materials such as iron ore, limestone and iron and steel scrap are not covered by the AIS requirement, and the material(s), if any, being applied as a Coating are similarly not covered. Non-iron or Steel components of an Iron and Steel product may come from non-US sources. For example, for products such as valves and hydrants, the individual non-Iron and Steel components do not have to be of domestic origin. Raw materials, such as iron ore, limestone, scrap iron, and scrap steel, can come from non-U.S. sources. 52.l Mechanical Equipment - Typically equipment which has motorized parts and/or is powered by a motor. AIS does not apply to Mechanical Equipment. 52.m Minor Components - Components within an iron and/or Steel product otherwise compliant with the American Iron and Steel requirements; this waiver is typically used by Manufacturers. It differs from the De Minimis definition in that De Minimis pertains to the entire project and the minor component definition pertains to a single product. This waiver allows use of non-domestically produced miscellaneous Minor Components comprising up to five percent of the total material cost of an otherwise domestically produced Iron and Steel product. However, unless a separate waiver for a product has been approved, all other Iron and Steel components in said product must still meet the AIS requirements. This waiver does not exempt the whole product from the AIS requirements only Minor Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 4 of 30 Components within said product and the iron or Steel components of the product must be produced domestically. Valves and hydrants are also subject to the cost ceiling requirements described here. Examples of Minor Components could include items such as pins and springs in valves/hydrants, bands/straps in couplings, and other low-cost items such as small fasteners etc. 52.n Municipal Castings - Cast iron or Steel infrastructure products that are melted and cast. They typically provide access, protection, or housing for components incorporated into utility owned drinking water, storm water, wastewater, and solid waste infrastructure. 52.o Primarily Iron or Steel - A product is made of greater than 50 percent iron or Steel on a materials cost basis. An exception to this definition is reinforced precast concrete (see Definitions). All technical specifications and applicable industry standards (e.g. NIST, NSF, AWWA) must be met. If a product is determined to be less than 50 percent iron and/or steel, the AIS requirements do not apply. For example, the cost of a fire hydrant includes: The cost of materials used for the iron portion of a fire hydrant (e.g. bonnet, body and shoe); and The cost to pour and cast to create those components (e.g. labor and energy). Not included in the cost are: The additional material costs for the non-iron or Steel internal workings of the hydrant (e.g. stem, coupling, valve, seals, etc.); and The cost to assemble the internal workings into the hydrant body. 52.p Produced in the United States - The production in the United States of the iron or Steel products used in the project requires that all Manufacturing Processes must take place in the United States, with the exception of metallurgical processes involving refinement of steel additives. 52.q Reinforced Precast Concrete – Reinforced Precast Concrete structures must comply with AIS, regardless of whether or not it consists of at least 50 percent iron or steel. The reinforcing bar and wire must be Produced in the United States and meet the same standards as for any other iron or Steel product. Additionally, the casting of the concrete product must take place in the United States. The cement and other raw materials used in concrete production are not required to be of domestic origin. If the reinforced concrete is cast at the construction site, the reinforcing bar and wire are considered Construction Materials and must be Produced in the United States. 52.r Steel - An alloy that includes at least 50 percent iron, between 0.02 and 2 percent carbon, and may include other elements. Metallic elements such as chromium, nickel, molybdenum, manganese, and silicon may be added during the melting of Steel for the purpose of enhancing properties such as corrosion resistance, hardness, or strength. The definition of Steel covers carbon steel, alloy steel, stainless steel, tool steel, and other specialty steels. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 5 of 30 52.s Structural Steel - Rolled flanged shapes, having at least one dimension of their cross-section three inches or greater, which are used in the construction of bridges, buildings, ships, railroad rolling stock, and for numerous other constructional purposes. Such shapes are designated as wide-flange shapes, standard I-beams, channels, angles, tees, and zees. Other shapes include but are not limited to, H-piles, sheet piling, tie plates, cross ties, and those for other special purposes. ARTICLE 2—PRELIMINARY MATTERS 2.01 Delivery of Bonds and Evidence of Insurance SC-2.01 Delete Paragraphs 2.01.B. and C. in their entirety and insert the following in their place: B. Evidence of Contractor’s Insurance: When Contractor delivers the signed counterparts of the Agreement to Owner, Contractor shall also deliver to Owner copies of the policies (including all endorsements, and identification of applicable self-insured retentions and deductibles) of insurance required to be provided by Contractor in this Contract. Contractor may block out (redact) any confidential premium or pricing information contained in any policy or endorsement furnished under this provision. C. Evidence of Owner’s Insurance: After receipt from Contractor of the signed counterparts of the Agreement and all required bonds and insurance documentation, Owner shall promptly deliver to Contractor copies of the policies of insurance to be provided by Owner in this Contract (if any). Owner may block out (redact) any confidential premium or pricing information contained in any policy or endorsement furnished under this provision. 2.02 Copies of Documents SC-2.02 Amend the first sentence of Paragraph 2.02.A. to read as follows: Owner shall furnish to Contractor five printed copies of the Contract Documents (including one fully signed counterpart of the Agreement). And one in electronic portable document format (PDF). SC-2.02 Delete Paragraph 2.02.A in its entirety and insert the following new paragraph in its place: E. Owner shall furnish to Contractor 5 printed copies of conformed Contract Documents incorporating and integrating all Addenda and any amendments negotiated prior to the Effective Date of the Contract (including one fully signed counterpart of the Agreement), and one copy in electronic portable document format (PDF). Additional printed copies of the conformed Contract Documents will be furnished upon request at the cost of reproduction. ARTICLE 3—CONTRACT DOCUMENTS: INTENT, REQUIREMENTS, REUSE 3.01 Intent SC-3.01 Delete Paragraph 3.01.C in its entirety. ARTICLE 4—COMMENCEMENT AND PROGRESS OF THE WORK SC-4.01.A – Delete the last sentence of paragraph. 4.05 Delays in Contractor’s Progress Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 6 of 30 SC-4.05 Amend Paragraph 4.05.C by adding the following subparagraphs: 5. Weather-Related Delays E. If “abnormal weather conditions” as set forth in Paragraph 4.05.C.2 of the General Conditions are the basis for a request for an equitable adjustment in the Contract Times, such request must be documented by data substantiating each of the following: 1) that weather conditions were abnormal for the period of time in which the delay occurred, 2) that such weather conditions could not have been reasonably anticipated, and 3) that such weather conditions had an adverse effect on the Work as scheduled. Extreme or unusual weather that is typical for a given region, elevation, or season should not be considered abnormal weather conditions. Requests for time extensions due to abnormal weather conditions will be submitted to the Engineer within five days of the end of the abnormal weather condition event. It is the responsibility of the Contractor to provide the information listed in SC 4.05.C.5.b. ARTICLE 5—SITE, SUBSURFACE AND PHYSICAL CONDITIONS, HAZARDOUS ENVIRONMENTAL CONDITIONS 5.03 Subsurface and Physical Conditions SC-5.03 Add the following new paragraphs immediately after Paragraph 5.03.D: E. The following table lists the reports of explorations and tests of subsurface conditions at or adjacent to the Site that contain Technical Data, and specifically identifies the Technical Data in the report upon which Contractor may rely: [If there are no such reports, so indicate in the table.] Report Title Date of Report Technical Data None None F. The following table lists the drawings of existing physical conditions at or adjacent to the Site, including those drawings depicting existing surface or subsurface structures at or adjacent to the Site (except Underground Facilities), that contain Technical Data, and specifically identifies the Technical Data upon which Contractor may rely: Drawings Title Date of Drawings Technical Data None None G. Contractor may examine copies of reports and drawings identified in SC-5.03.E and SC-5.03.F that were not included with the Bidding Documents at 20 E. Olive, Bozeman, MT, 59715 during regular business hours, or may request copies from Engineer. 5.06 Hazardous Environmental Conditions SC-5.06 Add the following new paragraphs immediately after Paragraph 5.06.A.3: Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 7 of 30 4. The following table lists the reports known to Owner relating to Hazardous Environmental Conditions at or adjacent to the Site, and the Technical Data (if any) upon which Contractor may rely: Report Title Date of Report Technical Data None None 5. The following table lists the drawings known to Owner relating to Hazardous Environmental Conditions at or adjacent to the Site, and Technical Data (if any) contained in such Drawings upon which Contractor may rely: [If there are no such drawings, so indicate in the table] Drawings Title Date of Drawings Technical Data None None ARTICLE 6—BONDS AND INSURANCE 6.01 Performance, Payment, and Other Bonds SC-6.01 Ad 1. d the following paragraphs immediately after Paragraph 6.01.A: Required Performance Bond Form: The performance bond that Contractor furnishes will be in the form of EJCDC® C-610, Performance Bond (2010, 2013, or 2018 edition). 2. Required Payment Bond Form: The payment bond that Contractor furnishes will be in the form of EJCDC® C-615, Payment Bond (2010, 2013, or 2018 edition). SC-6.01 Ad d the following paragraphs immediately after Paragraph 6.01.B: 1. The correction period specified as one year after the date of Substantial Completion in Paragraph 15.08.A of the General Conditions is hereby revised to be TWO years after Substantial Completion. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 8 of 30 6.02 Insurance—General Provisions SC-6.02 Add the following paragraph immediately after Paragraph 6.02.H.2 of the General Conditions: 3. For the following Subcontractors, Suppliers, or categories of Subcontractor or Supplier, Contractor shall require the following specified insurance, with policy limits as stated: N/A Delete 6.02.N of the General Conditions in its entirety and insert the following in its place: N. The policies of insurance required by Section 6.03 shall contain a provision or endorsement that the coverage afforded will not be canceled, materially changed or renewal refused until at least 45 days prior written notice has been given to Owner and Contractor and to each other additional insured identified in the Supplementary Conditions to whom a certificate of insurance has been issued (and the certificates of insurance furnished by the Contractor pursuant to Paragraph 6.02 will so provide). 6.03 Contractor’s Insurance SC-6.03 Supplement Paragraph 6.03 with the following provisions after Paragraph 6.03.C: D. Other Additional Insureds: As a supplement to the provisions of Paragraph 6.03.C of the General Conditions, the commercial general liability, automobile liability, umbrella or excess, pollution liability, and unmanned aerial vehicle liability policies must include as additional insureds (in addition to Owner and Engineer) the following: None E. Workers’ Compensation and Employer’s Liability: Contractor shall purchase and maintain workers’ compensation and employer’s liability insurance, including, as applicable, United States Longshoreman and Harbor Workers’ Compensation Act, Jones Act, stop-gap employer’s liability coverage for monopolistic states, and foreign voluntary workers’ compensation (from available sources, notwithstanding the jurisdictional requirement of Paragraph 6.02.B of the General Conditions). Workers’ Compensation and Related Policies Policy limits of not less than: Workers’ Compensation State Statutory Applicable Federal (e.g., Longshoreman’s) Statutory Foreign voluntary workers’ compensation (employer’s responsibility coverage), if applicable Statutory Jones Act (if applicable) Bodily injury by accident—each accident $1,500,000 Bodily injury by disease—aggregate $3,000,000 Employer’s Liability Each accident $1,500,000 Each employee $1,500,000 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 9 of 30 Policy limit $3,000,000 Stop-gap Liability Coverage For work performed in monopolistic states, stop-gap liability coverage must be endorsed to either the worker’s compensation or commercial general liability policy with a minimum limit of: $ N/A F. Commercial General Liability—Claims Covered: Contractor shall purchase and maintain commercial general liability insurance, covering all operations by or on behalf of Contractor, on an occurrence basis, against claims for: 1. damages because of bodily injury, sickness or disease, or death of any person other than Contractor’s employees, 2. damages insured by reasonably available personal injury liability coverage, and 3. damages because of injury to or destruction of tangible property wherever located, including loss of use resulting therefrom. G. Commercial General Liability—Form and Content: Contractor’s commercial liability policy must be written on a 1996 (or later) Insurance Services Organization, Inc. (ISO) commercial general liability form (occurrence form) and include the following coverages and endorsements: 1. Products and completed operations coverage. a. Such insurance must be maintained for three years after final payment. b. Contractor shall furnish Owner and each other additional insured (as identified in the Supplementary Conditions or elsewhere in the Contract) evidence of continuation of such insurance at final payment and three years thereafter. 2. Blanket contractual liability coverage, including but not limited to coverage of Contractor’s contractual indemnity obligations in Paragraph 7.18. 3. Severability of interests and no insured-versus-insured or cross-liability exclusions. 4. Underground, explosion, and collapse coverage. 5. Personal injury coverage. 6. Additional insured endorsements that include both ongoing operations and products and completed operations coverage through ISO Endorsements CG 20 10 10 01 and CG 20 37 10 01 (together). If Contractor demonstrates to Owner that the specified ISO endorsements are not commercially available, then Contractor may satisfy this requirement by providing equivalent endorsements. 7. For design professional additional insureds, ISO Endorsement CG 20 32 07 04 “Additional Insured—Engineers, Architects or Surveyors Not Engaged by the Named Insured” or its equivalent. H. Commercial General Liability—Excluded Content: The commercial general liability insurance policy, including its coverages, endorsements, and incorporated provisions, must not include any of the following: 1. Any modification of the standard definition of “insured contract” (except to delete the railroad protective liability exclusion if Contractor is required to indemnify a railroad or others with respect to Work within 50 feet of railroad property). Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 10 of 30 2. Any exclusion for water intrusion or water damage. 3. Any provisions resulting in the erosion of insurance limits by defense costs other than those already incorporated in ISO form CG 00 01. 4. Any exclusion of coverage relating to earth subsidence or movement. 5. Any exclusion for the insured’s vicarious liability, strict liability, or statutory liability (other than worker’s compensation). 6. Any limitation or exclusion based on the nature of Contractor’s work. 7. Any professional liability exclusion broader in effect than the most recent edition of ISO form CG 22 79. I. Co mmercial General Liability—Minimum Policy Limits Commercial General Liability Policy limits of not less than: General Aggregate $ 3,000,000 Products—Completed Operations Aggregate $ 3,000,000 Personal and Advertising Injury $ 1,500,000 Bodily Injury and Property Damage—Each Occurrence $ 1,500,000 J. Automobile Liability: Contractor shall purchase and maintain automobile liability insurance for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance, or use of any motor vehicle. The automobile liability policy must be written on an occurrence basis. Automobile Liability Policy limits of not less than: Bodily Injury Each Person $ 1,500,000 Each Accident $ 1,500,000 Property Damage Each Accident $ 1,500,000 [or] Combined Single Limit Combined Single Limit (Bodily Injury and Property Damage) $ 3,000,000 K. Umbrella or Excess Liability: Contractor shall purchase and maintain umbrella or excess liability insurance written over the underlying employer’s liability, commercial general liability, and automobile liability insurance described in the Paragraphs above. The coverage afforded must be at least as broad as that of each and every one of the underlying policies. Excess or Umbrella Liability Policy limits of not less than: Each Occurrence $ 1,000,000 General Aggregate $ 3,000,000 L. Using Umbrella or Excess Liability Insurance to Meet CGL and Other Policy Limit Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 11 of 30 Requirements: Contractor may meet the policy limits specified for employer’s liability, commercial general liability, and automobile liability through the primary policies alone, or through combinations of the primary insurance policy’s policy limits and partial attribution of the policy limits of an umbrella or excess liability policy that is at least as broad in coverage as that of the underlying policy, as specified herein. If such umbrella or excess liability policy was required under this Contract, at a specified minimum policy limit, such umbrella or excess policy must retain a minimum limit of $1,000,000 after accounting for partial attribution of its limits to underlying policies, as allowed above. M. Contractor’s Pollution Liability Insurance: Contractor shall purchase and maintain a policy covering third-party injury and property damage, including cleanup costs, as a result of pollution conditions arising from Contractor’s operations and completed operations. This insurance must be maintained for no less than three years after final completion. Contractor’s Pollution Liability Policy limits of not less than: Each Occurrence/Claim $ 1,500,000 General Aggregate $ 3,000,000 N. Contractor’s Professional Liability Insurance: If Contractor will provide or furnish professional services under this Contract, through a delegation of professional design services or otherwise, then Contractor shall be responsible for purchasing and maintaining applicable professional liability insurance. This insurance must cover negligent acts, errors, or omissions in the performance of professional design or related services by the insured or others for whom the insured is legally liable. The insurance must be maintained throughout the duration of the Contract and for a minimum of two years after Substantial Completion. The retroactive date on the policy must pre-date the commencement of furnishing services on the Project. Contractor’s Professional Liability Policy limits of not less than: Each Claim $ 1,500,000 Annual Aggregate $ 3,000,000 O. Railroad Protective Liability Insurance: Prior to commencing any Work within 50 feet of railroad-owned and controlled property, Contractor shall (1) endorse its commercial general liability policy with ISO CG 24 17, removing the contractual liability exclusion for work within 50 feet of a railroad, (2) purchase and maintain railroad protective liability insurance meeting the following requirements, (3) furnish a copy of the endorsement to Owner, and (4) submit a copy of the railroad protective policy and other railroad-required documentation to the railroad, and notify Owner of such submittal. Railroad Protective Liability Insurance Policy limits of not less than: Each Claim $ N/A Aggregate $ N/A P. Unmanned Aerial Vehicle Liability Insurance: If Contractor uses unmanned aerial vehicles Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 12 of 30 (UAV—commonly referred to as drones) at the Site or in support of any aspect of the Work, Contractor shall obtain UAV liability insurance in the amounts stated; name Owner, Engineer, and all individuals and entities identified in the Supplementary Conditions as additional insureds; and provide a certificate to Owner confirming Contractor’s compliance with this requirement. Such insurance will provide coverage for property damage, bodily injury or death, and invasion of privacy. Unmanned Aerial Vehicle Liability Insurance Policy limits of not less than: Each Claim $ N/A General Aggregate $ N/A Q. Other Required Insurance: 6.04 Builder’s Risk and Other Property Insurance SC-6.04 Delete Paragraph 6.04.A and insert the following in its place: A. Owner shall purchase and maintain builder’s risk insurance upon the Work on a completed value basis, in the amount of the Work’s full insurable replacement cost (subject to such deductible amounts as may be provided in the Supplementary Conditions or required by Laws and Regulations). The specific requirements applicable to the builder’s risk insurance are set forth in the Supplementary Conditions. SC-6.04 Supplement Paragraph 6.04 of the General Conditions with the following provisions: F. Builder’s Risk Requirements: The builder’s risk insurance must: 1. be written on a builder’s risk “all risk” policy form that at a minimum includes insurance for physical loss or damage to the Work, temporary buildings, falsework, and materials and equipment stored and in transit, and must not exclude the coverage of the following risks: fire; windstorm; hail; flood; earthquake, volcanic activity, and other earth movement; lightning; riot; civil commotion; terrorism; vehicle impact; aircraft; smoke; theft; vandalism and malicious mischief; mechanical breakdown, boiler explosion, and artificially generated electric current; collapse; explosion; debris removal; demolition occasioned by enforcement of Laws and Regulations; and water damage (other than that caused by flood). a. Such policy will include an exception that results in coverage for ensuing losses from physical damage or loss with respect to any defective workmanship, methods, design, or materials exclusions. b. If insurance against mechanical breakdown, boiler explosion, and artificially generated electric current; earthquake, volcanic activity, and other earth movement; or flood, are not commercially available under builder’s risk policies, by endorsement or otherwise, such insurance will be provided through other insurance policies acceptable to Owner and Contractor. 2. cover, as insured property, at least the following: (a) the Work and all materials, supplies, machinery, apparatus, equipment, fixtures, and other property of a similar nature that are to be incorporated into or used in the preparation, fabrication, Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 13 of 30 construction, erection, or completion of the Work, including Owner-furnished or assigned property; (b) spare parts inventory required within the scope of the Contract; and (c) temporary works which are not intended to form part of the permanent constructed Work but which are intended to provide working access to the Site, or to the Work under construction, or which are intended to provide temporary support for the Work under construction, including scaffolding, form work, fences, shoring, falsework, and temporary structures. 3. cover expenses incurred in the repair or replacement of any insured property (including but not limited to fees and charges of contractors, engineers, and architects). 4. extend to cover damage or loss to insured property while in temporary storage at the Site or in a storage location outside the Site (but not including property stored at the premises of a manufacturer or Supplier). If this coverage is subject to a sublimit, such sublimit will be a minimum of $ N/A. 5. extend to cover damage or loss to insured property while in transit. If this coverage is subject to a sublimit, such sublimit will be a minimum of $ N/A. 6. allow for the waiver of the insurer’s subrogation rights, as set forth in this Contract. 7. allow for partial occupancy or use by Owner by endorsement, and without cancellation or lapse of coverage. 8. include performance/hot testing and start-up, if applicable. 9. be maintained in effect until the Work is complete, as set forth in Paragraph 15.06.D of the General Conditions, or until written confirmation of Owner’s procurement of property insurance following Substantial Completion, whichever occurs first. 10 include as named insureds the Owner, Contractor, Subcontractors (of every tier), and any other individuals or entities required by this Contract to be insured under such builder’s risk policy. For purposes of Paragraphs 6.04, 6.05, and 6.06 of the General Conditions, and this and all other corresponding Supplementary Conditions, the parties required to be insured will be referred to collectively as “insureds.” In addition to Owner, Contractor, and Subcontractors of every tier, include as insureds the following: a. None 11. include, in addition to the Contract Price amount, the value of the following equipment and materials to be installed by the Contractor but furnished by the Owner or third parties: a. None 12. If debris removal in connection with repair or replacement of insured property is subject to a coverage sublimit, such sublimit will be a minimum of $ None . 13. In addition to the coverage sublimits stated above, the following coverages are also Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 14 of 30 subject to sublimits, as follows: a. None If this coverage is subject to a sublimit, such sublimit will be a minimum of $ None . SC-6.04 Supplement Paragraph 6.04 of the General Conditions with the following provision: G. Coverage for Completion Delays: The builder’s risk policy will include, for the benefit of Owner, loss of revenue and soft cost coverage for losses arising from delays in completion that result from covered physical losses or damage. Such coverage will include, without limitation, fixed expenses and debt service for a minimum of 12 months with a maximum deductible of 30 days, compensation for loss of net revenues, rental costs, and attorneys’ fees and engineering or other consultants’ fees, if not otherwise covered. SC-6.04 Supplement Paragraph 6.04 of the General Conditions with the following provisions: H. Builder’s Risk and Other Property Insurance Deductibles: The purchaser of any required builder’s risk, installation floater, or other property insurance will be responsible for costs not covered because of the application of a policy deductible. 1. The builder’s risk policy (or if applicable the installation floater) will be subject to a deductible amount of no more than $ 10,000 for direct physical loss in any one occurrence. SC-6.04 Delete Paragraph 6.04.A of the General Conditions and substitute the following in its place: A. Installation Floater 1. Contractor shall provide and maintain installation floater insurance on a broad form or “all risk” policy providing coverage for materials, supplies, machinery, fixtures, and equipment that will be incorporated into the Work (“Covered Property”). Coverage under the Contractor’s installation floater will include loss from covered “all risk” causes (perils) to Covered Property: a. of the Contractor, and Covered Property of others that is in Contractor’s care, custody, and control; b. while in transit to the Site, including while at temporary storage sites; c. while at the Site awaiting and during installation, erection, and testing; d. continuing at least until the installation or erection of the Covered Property is completed, and the Work into which it is incorporated is accepted by Owner. 2. The installation floater coverage cannot be contingent on an external cause or risk, or limited to property for which the Contractor is legally liable. 3. The installation floater coverage will be in an amount sufficient to protect Contractor’s interest in the Covered Property. The Contractor will be solely responsible for any deductible carried under this coverage. 4. This policy will include a waiver of subrogation applicable to Owner, Contractor, Engineer, all Subcontractors, and the officers, directors, partners, employees, agents and other consultants and subcontractors of any of them. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 15 of 30 ARTICLE 7—CONTRACTOR’S RESPONSIBILITIES 7.03 Labor; Working Hours SC-7.03 Ad d the following new subparagraphs immediately after Paragraph 7.03.C: 1. Regular working hours will be 7:00 AM to 7:00 PM . 2. Owner's legal holidays are New Years Day Martin Luther King Jr. Day, President’s Day, Memorial Day, Juneteenth, Independence Day, Labor Day, Indigenous People’s Day. Veterans Day General Election Day (alternate years), Thanksgiving Day, Wellness Day (observed day after Thanksgiving) and Christmas Day. SC-7.03 Amend the first and second sentences of Paragraph 7.03.C to state “…all Work at the Site must be performed during regular working hours, Monday through Friday. Contractor will not perform Work on a Saturday, Sunday or any legal holiday.” SC-7.03 Delete Paragraph 7.03.C in its entirety, and insert the following: C. In the absence of any Laws or Regulations to the contrary, Contractor may perform the Work on holidays, during any or all hours of the day, and on any or all days of the week, at Contractor's sole discretion. SC-7.03 Add the following new paragraph immediately after Paragraph 7.03.C: D. Contractor shall be responsible for the cost of any overtime pay or other expense incurred by the Owner for Engineer’s services (including those of the Resident Project Representative, if any), Owner's representative, and construction observation services, occasioned by the performance of Work on Saturday, Sunday, any legal holiday, or as overtime on any regular work day. If Contractor is responsible but does not pay, or if the parties are unable to agree as to the amount owed, then Owner may impose a reasonable set-off against payments due under Article 15. SC-7.03 Add the following new subparagraph immediately after Paragraph SC-7.03.D: 1. For purposes of administering the foregoing requirement, additional overtime costs are defined as . 7.10 Taxes SC-7.10 Add a new paragraph immediately after Paragraph 7.10.A: A. Owner is exempt from payment of sales and compensating use taxes of the State of Montana and of cities and counties thereof on all materials to be incorporated into the Work. 1. Owner will furnish the required certificates of tax exemption to Contractor for use in the purchase of supplies and materials to be incorporated into the Work. 2. Owner’s exemption does not apply to construction tools, machinery, equipment, or other property purchased by or leased by Contractor, or to supplies or materials not incorporated into the Work. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 16 of 30 7.13 Safety and Protection SC-7.13 Insert the following after the second sentence of Paragraph 7.13.G: The following Owner safety programs are applicable to the Work: None _. SC-7.16.A.1.c – Amend paragraph by deleting the last period and adding: , including Manufacturer’s Certification letter for any item in the submittal subject to American Iron and Steel requirements and include the Certificate in the submittal. Refer to Manufacturer’s Certification Letter provided in these Contract Documents. SC-7.16.C.9 – Add new paragraph immediately after Paragraph 7.16.C.8: 9. Engineer’s review and approval of a Shop Drawing or Sample shall include review of Manufacturers’ Certifications in order to document compliance with American Iron and Steel requirements, as applicable. SC-7.17.F – Add new paragraph immediately after Paragraph 7.17.E: F. Contractor shall certify upon Substantial Completion that all Work and Materials have complied with American Iron and Steel requirements as mandated by Section 746 of Title VII of the Consolidated Appropriations Act of 2017 (Division A - Agriculture, Rural Development, Food and Drug Administration, and Related Agencies Appropriations Act, 2017) and subsequent statutes mandating domestic preference. Contractor shall provide said Certification to Owner. Refer to General Contractor’s Certification Letter provided in these Contract Documents. ARTICLE 8—OTHER WORK AT THE SITE 8.02 Coordination SC-8.02 Add the following new Paragraph 8.02.C immediately after Paragraph 8.02.B: C. Owner intends to contract with others for the performance of other work at or adjacent to the Site. 1. Director of Transportation and Engineering, Director of Utilities or their representative shall have authority and responsibility for coordination of the various contractors and work forces at the Site; 2. The following specific matters are to be covered by such authority and responsibility: work by others if any as described in the special provisions 3. The extent of such authority and responsibilities is: work done by City of Bozeman Personnel. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 17 of 30 ARTICLE 9—OWNER’S RESPONSIBILITIES 9.13 Owner’s Site Representative SC-9.13 Add the following new paragraph immediately after Paragraph 9.12 of the General Conditions: 9.13 Owner’s Site Representative A. Owner will furnish an “Owner’s Site Representative” to represent Owner at the Site and assist Owner in observing the progress and quality of the Work. The Owner’s Site Representative is not Engineer’s consultant, agent, or employee. Owner’s Site Representative will be City Inspector. The authority and responsibilities of Owner’s Site Representative follow: same as the Resident Project Representative as specified in 10.03 _. ARTICLE 10—ENGINEER’S STATUS DURING CONSTRUCTION 10.03 Resident Project Representative SC-10.03 Add the following new subparagraph immediately after Paragraph 10.03.A: 1. On this Project, by agreement with the Owner, the Engineer will not furnish a Resident Project Representative to represent Engineer at the Site or assist Engineer in observing the progress and quality of the Work. SC-10.03 Add the following new paragraphs immediately after Paragraph 10.03.B: C. The Resident Project Representative (RPR) will be Engineer's representative at the Site. RPR's dealings in matters pertaining to the Work in general will be with Engineer and Contractor. RPR's dealings with Subcontractors will only be through or with the full knowledge or approval of Contractor. The RPR will: 1. Conferences and Meetings: Attend meetings with Contractor, such as preconstruction conferences, progress meetings, job conferences, and other Project-related meetings (but not including Contractor’s safety meetings), and as appropriate prepare and circulate copies of minutes thereof. 2. Safety Compliance: Comply with Site safety programs, as they apply to RPR, and if required to do so by such safety programs, receive safety training specifically related to RPR’s own personal safety while at the Site. 3. Liaison a. Serve as Engineer’s liaison with Contractor. Working principally through Contractor’s authorized representative or designee, assist in providing information regarding the provisions and intent of the Contract Documents. b. Assist Engineer in serving as Owner’s liaison with Contractor when Contractor’s operations affect Owner’s on-Site operations. c. Assist in obtaining from Owner additional details or information, when required for Contractor’s proper execution of the Work. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 18 of 30 4. Review of Work; Defective Work a. Conduct on-Site observations of the Work to assist Engineer in determining, to the extent set forth in Paragraph 10.02, if the Work is in general proceeding in accordance with the Contract Documents. b. Observe whether any Work in place appears to be defective. c. Observe whether any Work in place should be uncovered for observation, or requires special testing, inspection or approval. 5. Inspections and Tests a. Observe Contractor-arranged inspections required by Laws and Regulations, including but not limited to those performed by public or other agencies having jurisdiction over the Work. b. Accompany visiting inspectors representing public or other agencies having jurisdiction over the Work. 6. Payment Requests: Review Applications for Payment with Contractor. 7. Completion a. Participate in Engineer’s visits regarding Substantial Completion. b. Assist in the preparation of a punch list of items to be completed or corrected. c. Participate in Engineer’s visit to the Site in the company of Owner and Contractor regarding completion of the Work, and prepare a final punch list of items to be completed or corrected by Contractor. d. Observe whether items on the final punch list have been completed or corrected. D. The RPR will not: 1. Authorize any deviation from the Contract Documents or substitution of materials or equipment (including “or-equal” items). 2. Exceed limitations of Engineer’s authority as set forth in the Contract Documents. 3. Undertake any of the responsibilities of Contractor, Subcontractors, or Suppliers. 4. Advise on, issue directions relative to, or assume control over any aspect of the means, methods, techniques, sequences or procedures of construction. 5 Advise on, issue directions regarding, or assume control over security or safety practices, precautions, and programs in connection with the activities or operations of Owner or Contractor. 6. Participate in specialized field or laboratory tests or inspections conducted off-site by others except as specifically authorized by Engineer. 7. Authorize Owner to occupy the Project in whole or in part. ARTICLE 11—CHANGES TO THE CONTRACT SC-11.02.C – Add new paragraph immediately after Paragraph 11.02.B: Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 19 of 30 C. The Engineer or Owner shall contact the Agency for concurrence on each Change Order prior to issuance. All Contract Change Orders must be concurred on (signed) by Agency before they are effective. SC-11.03.A.2 - Add new Paragraph 11.03.A.2 immediately after Paragraph 11.03.A, which shall be renamed Paragraph 11.03.A.1: 2. The Engineer or Owner shall contact the Agency for concurrence on each Work Change Directive prior to issuance. Once authorized by Owner, a copy of each Work Change Directive shall be provided by Engineer to the Agency. SC-11.05.B – Add the following at the end of this paragraph: For Owner-authorized changes in the Work, the Contractor will provide the Manufacturer’s Certification(s) for materials subject to American Iron and Steel requirements except when sole-source is specified, in which case the Engineer will provide the Manufacturer’s Certification(s). SC-11.09.B.2.c – Add new paragraph immediately after Paragraph 11.09.B.2.b: c. Change orders involving materials subject to American Iron and Steel requirements shall include supporting data (name of Manufacturer, city and state where the product was manufactured, description of product, signature of authorized Manufacturer’s representative) in the Manufacturer’s Certification Letter, as applicable. ARTICLE 12—CLAIMS No suggested Supplementary Conditions in this Article. ARTICLE 13—COST OF WORK; ALLOWANCES, UNIT PRICE WORK 13.01 Cost of the Work SC-13.01 Supplement Paragraph 13.01.B.5.c.(2) by adding the following sentence: The equipment rental rate book that governs the included costs for the rental of machinery and equipment owned by Contractor (or a related entity) under the Cost of the Work provisions of this Contract is the most current edition of Rental rate blue book for construction equipment. SC-13.01 Supplement Paragraph 13.01.C.2 by adding the following definition of small tools and hand tools: a. For purposes of this paragraph, “small tools and hand tools” means any tool or equipment whose current price if it were purchased new at retail would be less than $500. [or insert other threshold price.] SC-13.02.C – Delete paragraph in its entirety and insert ”Deleted”. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 20 of 30 13.03 Unit Price Work SC-13.03 Delete Paragraph 13.03.E in its entirety and insert the following in its place: E. Adjustments in Unit Price 1. Contractor or Owner shall be entitled to an adjustment in the unit price with respect to an item of Unit Price Work if: a. the extended price of a particular item of Unit Price Work amounts to 10% percent or more of the Contract Price (based on estimated quantities at the time of Contract formation) and the variation in the quantity of that particular item of Unit Price Work actually furnished or performed by Contractor differs by more than 25% percent from the estimated quantity of such item indicated in the Agreement; and b. Contractor’s unit costs to perform the item of Unit Price Work have changed materially and significantly as a result of the quantity change. 2. The adjustment in unit price will account for and be coordinated with any related changes in quantities of other items of Work, and in Contractor’s costs to perform such other Work, such that the resulting overall change in Contract Price is equitable to Owner and Contractor. 3. Adjusted unit prices will apply to all units of that item. ARTICLE 15—PAYMENTS TO CONTRACTOR, SET OFFS; COMPLETIONS; CORRECTION PERIOD 15.01 Progress Payments SC-15.01.B.4 – Add the following language at the end of paragraph: No payments will be made that would deplete the retainage, place in escrow any funds that are required for retainage or invest the retainage for the benefit of the Contractor. SC-15.01.B.5 – Add new paragraph immediately after Paragraph 15.01.B.4: 5. The Application for Payment form to be used on this Project is EJCDC® C-620. The Agency must approve all Applications for Payment before payment is made. SC-15.01.B.6 – Add new paragraph immediately after Paragraph 15.01.B.5: 6. By submitting an Application for Payment based in whole or in part on furnishing equipment or materials, Contractor certifies that such equipment and materials are compliant with American Iron and Steel requirements. Manufacturer’s Certification letter Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 21 of 30 for materials satisfy this requirement. Refer to Manufacturer’s Certification Letter provided in these Contract Documents. SC-15.01.C.2.d – Add the following new paragraph immediately after Paragraph 15.01.C.2.c: d. The materials presented for payment in an Application for Payment comply with American Iron and Steel requirements. SC-15.01.D.1 – Delete paragraph in its entirety and insert the following in its place: The Application for Payment with Engineer’s recommendations will be presented to the Owner and Agency for consideration. If both the Owner and Agency find the Application for Payment acceptable, the recommended amount less any reduction under the provisions of Paragraph 15.01.E will become due twenty (20) days after the Application for Payment is presented to the Owner, and the Owner will make payment to the Contractor. SC-15.01 Add the following new Paragraph 15.01.F: F. For contracts in which the Contract Price is based on the Cost of Work, if Owner determines that progress payments made to date substantially exceed the actual progress of the Work (as measured by reference to the Schedule of Values), or present a potential conflict with the Guaranteed Maximum Price, then Owner may require that Contractor prepare and submit a plan for the remaining anticipated Applications for Payment that will bring payments and progress into closer alignment and take into account the Guaranteed Maximum Price (if any), through reductions in billings, increases in retainage, or other equitable measures. Owner will review the plan, discuss any necessary modifications, and implement the plan as modified for all remaining Applications for Payment. SC-15.02.A – Amend paragraph by striking out the following text: “7 days after”. 15.03 Substantial Completion SC-15.03.A – Modify by adding the following after the last sentence: Contractor shall also submit the General (Prime) Contractor’s Certification of Compliance certifying that to the best of the Contractor’s knowledge and belief all substitutes, equals, and all Iron and Steel products proposed in the Shop Drawings, Change Orders, and Partial Payment Estimates, and those installed for the Project, are either Produced in the United States or are the subject of an approved waiver under Section 746 of Title VII of the Consolidated Appropriations Act of 2017 (Division A - Agriculture, Rural Development, Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 22 of 30 Food and Drug Administration, and Related Agencies Appropriations Act, 2017) and subsequent statutes mandating domestic preference. SC-15.03 Add the following new subparagraph to Paragraph 15.03.B: 1. If some or all of the Work has been determined not to be at a point of Substantial Completion and will require re-inspection or re-testing by Engineer, the cost of such re- inspection or re-testing, including the cost of time, travel and living expenses, will be paid by Contractor to Owner. If Contractor does not pay, or the parties are unable to agree as to the amount owed, then Owner may impose a reasonable set-off against payments due under this Article 15. 15.08 Correction Period SC-15.08 Add the following new Paragraph 15.08.G: G. The correction period specified as one year after the date of Substantial Completion in Paragraph 15.08.A of the General Conditions is hereby revised to be the number of years set forth in SC-6.01.B.1; or if no such revision has been made in SC-6.01.B, then the correction period is hereby specified to be TWO years after Substantial Completion. ARTICLE 16—SUSPENSION OF WORK AND TERMINATION No suggested Supplementary Conditions in this Article. ARTICLE 17—FINAL RESOLUTIONS OF DISPUTES 17.02 Arbitration SC-17.02 Add the following new paragraph immediately after Paragraph 17.01. 17.02 Arbitration A. All matters subject to final resolution under this Article will be settled by arbitration administered by the American Arbitration Association in accordance with its Construction Industry Arbitration Rules (subject to the conditions and limitations of this Paragraph SC-17.02). Any controversy or claim in the amount of $100,000 or less will be settled in accordance with the American Arbitration Association’s supplemental rules for Fixed Time and Cost Construction Arbitration. This agreement to arbitrate will be specifically enforceable under the prevailing law of any court having jurisdiction. B. The demand for arbitration will be filed in writing with the other party to the Contract and with the selected arbitration administrator, and a copy will be sent to Engineer for information. The demand for arbitration will be made within the specific time required in Article 17, or if no specified time is applicable within a reasonable time after the matter in question has arisen, and in no event will any such demand be made after the date when institution of legal or equitable proceedings based on such matter in question would be barred by the applicable statute of limitations. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 23 of 30 C. The arbitrator(s) must be licensed engineers, contractors, attorneys, or construction managers. Hearings will take place pursuant to the standard procedures of the Construction Arbitration Rules that contemplate in-person hearings. The arbitrators will have no authority to award punitive or other damages not measured by the prevailing party's actual damages, except as may be required by statute or the Contract. Any award in an arbitration initiated under this clause will be limited to monetary damages and include no injunction or direction to any party other than the direction to pay a monetary amount. D. The Arbitrators will have the authority to allocate the costs of the arbitration process among the parties, but will only have the authority to allocate attorneys' fees if a specific Law or Regulation or this Contract permits them to do so. E. The award of the arbitrators must be accompanied by a reasoned written opinion and a concise breakdown of the award. The written opinion will cite the Contract provisions deemed applicable and relied on in making the award. F. The parties agree that failure or refusal of a party to pay its required share of the deposits for arbitrator compensation or administrative charges will constitute a waiver by that party to present evidence or cross-examine witness. In such event, the other party shall be required to present evidence and legal argument as the arbitrator(s) may require for the making of an award. Such waiver will not allow for a default judgment against the non-paying party in the absence of evidence presented as provided for above. G. No arbitration arising out of or relating to the Contract will include by consolidation, joinder, or in any other manner any other individual or entity (including Engineer, and Engineer’s consultants and the officers, directors, partners, agents, employees or consultants of any of them) who is not a party to this Contract unless: 1. the inclusion of such other individual or entity will allow complete relief to be afforded among those who are already parties to the arbitration; 2. such other individual or entity is substantially involved in a question of law or fact which is common to those who are already parties to the arbitration, and which will arise in such proceedings; 3. such other individual or entity is subject to arbitration under a contract with either Owner or Contractor, or consents to being joined in the arbitration; and 4. the consolidation or joinder is in compliance with the arbitration administrator’s procedural rules. H. The award will be final. Judgment may be entered upon it in any court having jurisdiction thereof, and it will not be subject to modification or appeal, subject to provisions of the Laws and Regulations relating to vacating or modifying an arbitral award. I. Except as may be required by Laws or Regulations, neither party nor an arbitrator may disclose the existence, content, or results of any arbitration hereunder without the prior written consent of both parties, with the exception of any disclosure required by Laws and Regulations or the Contract. To the extent any disclosure is allowed pursuant to the exception, the disclosure must be strictly and narrowly limited to maintain confidentiality to the extent possible. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 24 of 30 17.03 Attorneys’ Fees SC-17.03 Add the following new paragraph immediately after Paragraph 17.02. [Note: If there is no Paragraph 17.02, because neither arbitration nor any other dispute resolution process has been specified here in the Supplementary Conditions, then revise this to state “Add the following new Paragraph immediately after Paragraph 17.01” and revise the numbering accordingly]. 17.03 Attorneys’ Fees A. For any matter subject to final resolution under this Article, the prevailing party shall be entitled to an award of its attorneys’ fees incurred in the final resolution proceedings, in an equitable amount to be determined in the discretion of the court, arbitrator, arbitration panel, or other arbiter of the matter subject to final resolution, taking into account the parties’ initial demand or defense positions in comparison with the final result. ARTICLE 18—MISCELLANEOUS 18.08 Assignment of Contract SC-18.08 Add the following new paragraph immediately after Paragraph 18.08.A: B. The contract dated between Owner as “buyer” and as “seller” for procurement of goods and special services (“procurement contract”) assigned to Contractor by Owner, and Contractor [accepts] [will accept] such assignment. A form documenting the assignment is attached as an exhibit to this Contract. 1. This assignment will occur on the _, and will relieve the Owner as “buyer” from all further obligations and liabilities under the procurement contract. 2. Upon assignment, the “seller” will be a Subcontractor or Supplier of the Contractor, and Contractor will be responsible for seller’s performance, acts, and omissions, as set forth in Paragraph 7.07 of the General Conditions just as Contractor is responsible for all other Subcontractors and Suppliers. 3. Notwithstanding this assignment, all performance guarantees and warranties required by the procurement contract will continue to run for the benefit of the Owner and, in addition, for the benefit of the Contractor. 4. Except as noted in the procurement contract, all rights, duties and obligations of Engineer to “buyer” and “seller” under the procurement contract will cease _. SC-18.11 – Add new paragraph immediately after Paragraph 18.10: 18.11 Tribal Sovereignty A. No provision of this Agreement will be construed by any of the signatories as abridging or debilitating any sovereign powers of the Tribe; affecting the trust- Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 25 of 30 beneficiary relationship between the Secretary of the Interior, Tribe, and Indian landowner(s); or interfering with the government-to-government relationship between the United States and the Tribe. SC-19 – Add the following new Article 19 immediately after Article 18: Article 19 - FEDERAL REQUIREMENTS 19.01 Agency Not a Party A. This Contract is expected to be funded in part with funds provided by Agency. Neither Agency, nor any of its departments, entities, or employees, is a party to this Contract. 19.02 Contract Approval A. Owner and Contractor will furnish Owner’s attorney such evidence as required so that Owner’s attorney can complete and execute the “Certificate of Owner’s Attorney” (Exhibit G of this Bulletin) before Owner submits the executed Contract Documents to Agency for approval. B. Agency concurrence is required on both the Bid and the Contract before the Contract is effective. 19.03 Conflict of Interest A. Contractor may not knowingly contract with a Supplier or Manufacturer if the individual or entity who prepared the Drawings and Specifications has a corporate or financial affiliation with the Supplier or Manufacturer. Owner’s officers, employees, or agents shall not engage in the award or administration of this Contract if a conflict of interest, real or apparent, would be involved. Such a conflict would arise when: (i) the employee, officer or agent; (ii) any member of their immediate family; (iii) their partner or (iv) an organization that employs, or is about to employ, any of the above, has a financial interest or other interest in or a tangible personal benefit from the Contractor. Owner’s officers, employees, or agents shall neither solicit nor accept gratuities, favors or anything of monetary value from Contractor or subcontractors. 19.04 Gratuities A. If Owner finds after a notice and hearing that Contractor, or any of Contractor’s agents or representatives, offered or gave gratuities (in the form of entertainment, gifts, or otherwise) to any official, employee, or agent of Owner or Agency in an attempt to secure this Contract or favorable treatment in awarding, amending, or making any determinations related to the performance of this Contract, Owner may, by written notice to Contractor, terminate this Contract. Owner may also pursue other rights and remedies that the law or Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 26 of 30 this Contract provides. However, the existence of the facts on which Owner bases such findings shall be an issue and may be reviewed in proceedings under the dispute resolution provisions of this Contract. B. In the event this Contract is terminated as provided in paragraph 19.04.A, Owner may pursue the same remedies against Contractor as it could pursue in the event of a breach of this Contract by Contractor. As a penalty, in addition to any other damages to which it may be entitled by law, Owner may pursue exemplary damages in an amount (as determined by Owner) which shall not be less than three nor more than ten times the costs Contractor incurs in providing any such gratuities to any such officer or employee. 19.05 Small, Minority and Women’s Businesses A. If Contractor intends to let any subcontracts for a portion of the work, Contractor will take all necessary affirmative steps to assure that minority businesses, women's business enterprises, and labor surplus area firms are used when possible. Affirmative steps will include: 1. Placing qualified small and minority businesses and women's business enterprises on solicitation lists; 2. Assuring that small and minority businesses, and women's business enterprises are solicited whenever they are potential sources; 3. Dividing total requirements, when economically feasible, into smaller tasks or quantities to permit maximum participation by small and minority businesses, and women's business enterprises; 4. Establishing delivery schedules, where the requirement permits, which encourage participation by small and minority businesses, and women's business enterprises; 5. Using the services and assistance, as appropriate, of such organizations as the Small Business Administration and the Minority Business Development Agency of the Department of Commerce. 19.06 Anti-Kickback A. Contractor shall comply with the Copeland Anti-Kickback Act (40 USC 3145) as supplemented by Department of Labor regulations (29 CFR Part 3, “Contractors and Subcontractors on Public Buildings or Public Works Financed in Whole or in Part by Loans or Grants of the United States”). The Act provides that Contractor or subcontractor shall be prohibited from inducing, by any means, any person employed in the construction, completion, or repair of public facilities, to give up any part of the compensation to which they are otherwise entitled. Owner shall report all suspected or reported violations to Agency. 19.07 Clean Air Act (42 U.S.C. 7401-7671q.) and the Federal Water Pollution Control Act (33 U.S.C. 1251-1387), as amended Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 27 of 30 A. Contractor to agree to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act (42 U.S.C. 7401-7671q) and the Federal Water Pollution Control Act as amended (33 U.S.C. 1251-1387). Violations must be reported to the federal awarding agency and the Regional Office of the Environmental Protection Agency (EPA). 19.08 Equal Employment Opportunity A. The Contract is considered a federally assisted construction contract. Except as otherwise provided under 41 CFR Part 60, all contracts that meet the definition of “federally assisted construction contract” in 41 CFR Part 60-1.3 must include the equal opportunity clause provided under 41 CFR 60-1.4(b), in accordance with Executive Order 11246, “Equal Employment Opportunity” (30 FR 12319, 12935, 3 CFR Part, 1964-1965 Comp., p. 339), as amended by Executive Order 11375, “Amending Executive Order 11246 Relating to Equal Employment Opportunity,” and implementing regulations at 41 CFR part 60, “Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor.” 19.09 Byrd Anti-Lobbying Amendment (31 U.S.C. 1352) A. Contractors that apply or bid for an award exceeding $100,000 must file the required certification (RD Instruction 1940-Q Exhibit A-1). The Contractor certifies to the Owner and every subcontractor certifies to the Contractor that it will not and has not used federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining the Contract if it is covered by 31 U.S.C. 1352. The Contractor and every subcontractor must also disclose any lobbying with non-federal funds that takes place in connection with obtaining any federal award. Such disclosures are forwarded from tier to tier up to the Owner. Necessary certification and disclosure forms shall be provided by Owner. 19.10 Environmental Requirements A. When constructing a Project involving trenching and/or other related earth excavations, Contractor shall comply with the following environmental conditions: 1. Wetlands – When disposing of excess, spoil, or other Construction Materials on public or private property, Contractor shall not fill in or otherwise convert wetlands. 2. Floodplains – When disposing of excess, spoil, or other Construction Materials on public or private property, Contractor shall not fill in or otherwise convert 100-year floodplain areas (Standard Flood Hazard Area) delineated on the latest Federal Emergency Management Agency Floodplain Maps, or other appropriate maps, e.g., alluvial soils on NRCS Soil Survey Maps. 3. Historic Preservation - Applicants shall ensure that Contractors maintain a copy of the following inadvertent discovery plan onsite for review: Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 28 of 30 a. If during the course of any ground disturbance related to any Project, any post review discovery, including but not limited to, any artifacts, foundations, or other indications of past human occupation of the area are uncovered, shall be protected by complying with 36 CFR § 800.13(b)(3) and (c) and shall include the following: i. All Work, including vehicular traffic, shall immediately stop within a 50 ft. radius around the area of discovery. The Contractor shall ensure barriers are established to protect the area of discovery and notify the Engineer to contact the appropriate RD personnel. The Engineer shall engage a Secretary of the Interior (SOI) qualified professional archeologist to quickly assess the nature and scope of the discovery; implement interim measures to protect the discovery from looting and vandalism; and establish broader barriers if further historic and/or precontact properties, can reasonably be expected to occur. ii. The RD personnel shall notify the appropriate RD environmental staff member, the Federal Preservation Officer (FPO), and State Historic Preservation Office (SHPO) immediately. Indian tribe(s) or Native Hawaiian Organization (NHOs) that have an interest in the area of discovery shall be contacted immediately. The SHPO may require additional tribes or NHOs who may have an interest in the area of discovery also be contacted. The notification shall include an assessment of the discovery provided by the SOI qualified professional archeologist. iii. When the discovery contains burial sites or human remains, the Contractor shall immediately notify the appropriate RD personnel who will contact the RD environmental staff member, FPO, and the SHPO. The relevant law enforcement authorities shall be immediately contacted by onsite personnel to reduce delay times, in accordance with tribal, state, or local laws including 36 CFR Part 800.13; 43 CFR Part 10, Subpart B; and the Advisory Council on Historic Preservation’s Policy Statement Regarding treatment of Burial Sites, Human Remains, or Funerary Objects (February 23, 2007). iv. When the discovery contains burial sites or human remains, all construction activities, including vehicular traffic shall stop within a 100 ft. radius of the discovery and barriers shall be established. The evaluation of human remains shall be conducted at the site of discovery by a SOI qualified professional. Remains that have been removed from their primary context and where that context may be in question may be retained in a secure location, pending further decisions on treatment and disposition. RD may expand this radius based Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 29 of 30 on the SOI professional’s assessment of the discovery and establish broader barriers if further subsurface burial sites, or human remains can reasonably be expected to occur. RD, in consultation with the SHPO and interested tribes or NHOs, shall develop a plan for the treatment of native human remains. v. Work may continue in other areas of the undertaking where no historic properties, burial sites, or human remains are present. If the inadvertent discovery appears to be a consequence of illegal activity such as looting, the onsite personnel shall contact the appropriate legal authorities immediately if the landowner has not already done so. vi. Work may not resume in the area of the discovery until a notice to proceed has been issued by RD. RD shall not issue the notice to proceed until it has determined that the appropriate local protocols and consulting parties have been consulted. vii. Inadvertent discoveries on federal and tribal land shall follow the processes required by the federal or tribal entity. 4. Endangered Species – Contractor shall comply with the Endangered Species Act, which provides for the protection of endangered and/or threatened species and critical habitat. Should any evidence of the presence of endangered and/or threatened species or their critical habitat be brought to the attention of Contractor, Contractor will immediately report this evidence to Owner and a representative of Agency. Construction shall be temporarily halted pending the notification process and further directions issued by Agency after consultation with the U.S. Fish and Wildlife Service. 5. Mitigation Measures – The following environmental mitigation measures are required on this Project: [Insert mitigation measures from the Letter of Conditions here]. 19.11 Contract Work Hours and Safety Standards Act (40 U.S.C. 3701-3708) A. Where applicable, for contracts awarded by the Owner in excess of $100,000 that involve the employment of mechanics or laborers, the Contractor will comply with 40 U.S.C. 3702 and 3704, as supplemented by Department of Labor regulations (29 CFR Part 5). Under 40 U.S.C. 3702 of the Act, the Contractor will compute the wages of every mechanic and laborer on the basis of a standard work week of 40 hours. Work in excess of the standard work week is permissible provided that the worker is compensated at a rate of not less than one and a half times the basic rate of pay for all hours worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. 3704 are applicable to construction work and provide that no laborer or mechanic will be required to work in surroundings or under working conditions which are unsanitary, hazardous or dangerous. These requirements do not apply to the purchases of supplies or materials or articles ordinarily available on the open market, or contracts for transportation or transmission of intelligence. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC® C-800, Supplementary Conditions of the Construction Contract. Copyright© 2018 National Society of Professional Engineers, American Council of Engineering Companies, and American Society of Civil Engineers. All rights reserved. Modified to include RD edits from RUS Bulletin 1780-26 (6/16/2020). Page 30 of 30 19.12 Debarment and Suspension (Executive Orders 12549 and 12689) A. A contract award (see 2 CFR 180.220) must not be made to parties listed on the governmentwide exclusions in the System for Award Management (SAM), in accordance with the OMB guidelines at 2 CFR 180 that implement Executive Orders 12549 (3 CFR part 1986 Comp., p. 189) and 12689 (3 CFR part 1989 Comp., p. 235), “Debarment and Suspension.” SAM Exclusions contains the names of parties debarred, suspended, or otherwise excluded by agencies, as well as parties declared ineligible under statutory or regulatory authority other than Executive Order 12549. 19.13 Procurement of recovered materials A. The Contractor will comply with 2 CFR Part 200.322, “Procurement of recovered materials.” 19.14 American Iron and Steel A. Section 746 of Title VII of the Consolidated Appropriations Act of 2017 (Division A - Agriculture, Rural Development, Food and Drug Administration, and Related Agencies Appropriations Act, 2017) and subsequent statutes mandating domestic preference applies an American Iron and Steel requirement to this project. All iron and steel products used in this project must be produced in the United States. The term “iron and steel products” means the following products made primarily of iron or steel: lined or unlined pipes and fittings, manhole covers and other municipal castings, hydrants, tanks, flanges, pipe clamps and restraints, valves, structural steel, reinforced precast concrete, and Construction Materials. B. The following waivers apply to this Contract: 1. De Minimis, 2. Minor Components, 3. Pig iron and direct reduced iron, and 4. [add project specific waivers as applicable]. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P:22147_01_14_Bikefill McIlhattan Road Improvements SP SPECIAL PROVISIONS 6/8/2026 LMJ/RPE Page 1 of 15 SPECIAL PROVISIONS SP-1 SPECIFICATIONS AND CONTRACT DOCUMENTS The Bidding Requirements, Contract Forms, Conditions of the Contract, Standard General Conditions, and Specifications governing this contract are these Contract Documents, the Montana Public Works Standard Specifications (MPWSS), Seventh Edition, April 2021 and the City of Bozeman Modifications to the MPWSS, Seventh Edition, including all addenda. SP-2 GENERAL The following special provision items are included to supplement the standard specifications and to clarify items specific to this contract. These provisions are part of the overall specifications and, as such, shall be regarded in a like manner during the bidding process and during the construction phase. The special provision items shall govern during the construction phase and shall supersede items of like nature in the standard specifications. Precedence shall be given in the following order: 1) Special Provisions; 2) City of Bozeman Modifications to the MPWSS, Seventh Edition, including all addenda; 3) Montana Public Works Standard Specifications (MPWSS), Seventh Edition, April 2021. Contractor shall coordinate all construction activities through all phases of the project, the intent being to complete the proposed construction in a neat orderly fashion, in a timely manner, and with a minimum of disturbance to neighbors and the traveling public. The contract for this project is direct with the Owner. The Contract Drawings consist of sheets numbered C1.1 to C8.14 (41 total). Each sheet bears the following general title: BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS. Contractor shall construct project only using plan sheets marked “For Construction”. SP-3 PROJECT DESCRIPTION The project consists of: Construction of the offsite improvements along the existing unpaved segment of McIlhattan Road just north of St. Andrews Drive to south of the Snowfill Dog Park. Improvements include widening and paving within the existing alignment, and installation of asphalt curb, stormwater inlets, culverts, underground detention, a roadside v-ditch, and guardrail. SP-4 BIDDER’S QUALIFICATIONS The Contractor shall show evidence that he has the finances, organization, and equipment to perform the work with a limited number of subcontractors. The Contractor shall employ a qualified, competent superintendent who shall be present Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P:22147_01_14_Bikefill McIlhattan Road Improvements SP SPECIAL PROVISIONS 6/8/2026 LMJ/RPE Page 2 of 15 at the project site at all times whenever work is being performed and who shall supervise and direct all work being performed by the Contractor, Subcontractors, and their respective agents and employees to ensure that the work is being carried out in accordance with the contract documents. The superintendent shall be a regular employee of the Contractor and shall have been so for at least 30 days prior to work on this project. The Contractor shall designate, in writing, the name, scope, and authority of the superintendent before the Work begins. Failure of the Contractor to have a designated superintendent at the project site as required by this paragraph shall constitute a material breach of this Contract, and shall further constitute grounds for suspension of all work until the Contractor has fully complied with the requirements of this paragraph. Any such suspension shall be considered an inexcusable delay by the Contractor, and may serve as grounds for termination for default at the election of the Owner. The contractor shall have experience completing projects of a similar nature including size, complexity, quantity, and materials to the work to be performed under this contract. Upon notification of being the apparent low bidder the Contractor shall provide evidence to the Owner that Contractor meets the Bidder’s Qualifications within 15 days of being noticed as the apparent low bidder. The evidence shall include: • List of successfully completed projects, in the last three years of a similar nature with relevant project details including total cost, total linear footage of street and utility improvements completed, key material types like pipe diameter and sizes installed, excavation and paving methods implemented, and references including contact information for project owners. • Provide resumes of proposed key project team members including project managers, and superintendents that will be managing project construction. • List of subcontractors, scopes of work they will complete, and work qualifications with references. • Proof of finances, organization and equipment to complete the work. • Confirm that bidder, as a contractor, has never failed to satisfactorily complete a contract awarded to him, except as follows (name any and all exceptions and reasons therefore). SP-5 WARRANTY If, within two years after acceptance of the work by the Owner, any of the work is found to be defective or not in accordance with the Contract Documents, and upon written notice from the Owner, the Contractor shall correct any work beginning within seven (7) calendar days of said written notice. Should the Contractor fail to respond to the written notice within the designated time, the Owner may correct the work at the expense of the Contractor. SP-6 SCHEDULING Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P:22147_01_14_Bikefill McIlhattan Road Improvements SP SPECIAL PROVISIONS 6/8/2026 LMJ/RPE Page 3 of 15 Work on this project is anticipated to begin on or after July 20, 2026 and the anticipated duration is 90 calendar days. The project must be completed by October 30, 2026. SP-7 TRAFFIC CONTROL The Contractor will be required to prepare and submit traffic control plans for review by the Engineer and approval by the City of Bozeman when any partial or full closure takes place. The traffic control plans shall address the Contractor’s suggested phasing/sequencing and specific plans for access to the businesses listed above during each phase of the project. Coordinate with each individual business on the level of access needed and notify them of any changes in access throughout the project. Temporary traffic signing shall comply with City standards and the Manual on Uniform Traffic Control Devices. If during the course of work, additional signing is deemed necessary by the Contractor, the Contractor shall submit a written request to the Engineer for approval by the City of Bozeman. If the additional signing results in extra expenses, then the extra expenses shall be compensated through a change order to the contract and shall be executed in accordance with all references and requirements herein. No traffic control signs shall be placed on existing sign or utility poles, during construction. SP-8 NOTIFICATIONS The Contractor shall coordinate all of the Contractor’s construction activities to minimize conflicts at the work site, off-site events, or other construction projects nearby. The Contractor shall notify all affected residents and businesses, the Bozeman Police, Fire, Street, and Sanitation Departments, Laidlaw Bus Service, Streamline Bus Service, AMR Ambulance Service, and Allied Waste Services of all planned street closures a minimum of 24 hours before any actual street closure. In addition, all businesses affected by a street closure shall be given seven (7) days advance notice of the upcoming street closure. The Contractor shall maintain a log of all advance notifications that have been made for each street segment construction site. Prior to closure of any collector or arterial street, the Contractor shall prepare a news release announcing the upcoming street closure which shall specify at a minimum the impact of the construction upon the public and the duration of the work. At least three days prior to the street closure, the Contractor shall submit the news release to all local news media, and shall cause the news release to be published as a display ad in the Bozeman Daily Chronicle. SP-9 PAYMENT AND PERFORMANCE BONDS Payment and Performance Bonds are required in accordance with the Montana Public Works Standard Specifications (MPWSS), Seventh Edition, April 2021. Bond forms have been provided in the Payment and Performance Bonds section of the Contract Documents. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P:22147_01_14_Bikefill McIlhattan Road Improvements SP SPECIAL PROVISIONS 6/8/2026 LMJ/RPE Page 4 of 15 SP-10 PREVAILING WAGE RATES Work performed under this contract is not subject to the Federal Davis-Bacon Wage Rates. Montana Prevailing Wage Rates shall apply and are provided within this project manual. SP-11 PAYMENT OF CHANGE ORDERS Additional work, above and beyond the original contract work will not be paid for without a signed change order or contract amendment signed by the Owner prior to the start of any additional work. The one exception will be in the event verbal approval for a change order is granted by the Owner, a letter stating the same must be signed by the Owner prior to the start of any additional work. Any work that has begun prior to obtaining approval from the Owner, or the exception listed above, will not be paid for by the Owner and will not be added to the contract. A reconciling change order showing final in-place quantity over-runs and under-runs will be prepared before the final payment to the Contractor. The unit prices will remain unchanged. This reconciling change order shall be prepared before authorization of final payment to the Contractor. SP-12 ADVERSE WEATHER SHUTDOWN The Contractor is advised that should the Contractor request an adverse weather shutdown and should such a shutdown be approved by the Engineer, all work on the project shall cease. The Engineer will not be available for work inspection during such shutdowns and any work completed by the Contractor during such a shutdown will not be accepted by the Engineer. In no case will an adverse weather shutdown be approved by the Engineer until all temporary services have been restored. During adverse weather shutdown, Contractor must maintain stormwater management facilities in accordance with the Stormwater Management and Erosion Control Permit and maintain all temporary roads and walkways. SP-13 WINTER SHUTDOWN A winter shutdown will become necessary if the project is not completed within the current calendar year. In this event, the Owner will issue a written Order to Contractor to Suspend Work. Prior to a winter shutdown, the contractor shall restore all disturbed roadways with hot mix asphalt as described in the contract documents. In the event that any disturbed roadway is not paved prior to a winter shutdown, the Contractor shall responsible for maintaining the roadway to provide the maintenance, and snow removal, for all roadways not completed through the final lift of plant mix surfacing. The Contractor shall furnish all necessary supervision, personnel, and equipment to maintain the road in a safe condition and at the highest level of service to traffic. All Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P:22147_01_14_Bikefill McIlhattan Road Improvements SP SPECIAL PROVISIONS 6/8/2026 LMJ/RPE Page 5 of 15 damage to the roadway shall be repaired immediately by the Contractor and at no additional cost to the city. Maintenance includes, but is not limited to the following: 1. Repairing potholes or other surface irregularities; 2. Reshaping the subgrade, side slopes, boulevards, and aggregate courses, as necessary; 3. Cleaning debris from drainage courses, culverts, and inlets; 4. Removing rocks or earth from the roadway and boulevard sections; 5. Removing debris resulting from construction activities; 6. Providing access to residences, businesses, and roads and keeping the present accesses open; 7. Repairing or replacing minor damaged parts of the work 8. Repairing or replacing extensive damage, not by Contractor negligence The City Engineer will immediately notify the Contractor if he fails to maintain the project during a winter shutdown. Failure to remedy unsatisfactory maintenance within 24 hours after receipt of the notice will cause the City to take over project maintenance. The cost of the maintenance will be deducted from monies due or to become due the Contractor, or otherwise be billed to the Contractor. SP-14 BASIS OF PAYMENT The bid items included in the Bid Form include all items, which will receive payment under this contract. Additional work described in the Contract Documents or shown on the Plans, which is not specifically listed in the Bid Form, shall be considered incidental to the closest associated Bid Item. The basis for payment shall be as abbreviated on the Bid Form and defined below: LS = Lump Sum EA = Each LF = Linear Feet VF = Vertical Feet CY = Cubic Yard SY = Square Yard SF = Square Feet TN = Ton GAL = Gallon At project completion, adjustments to quantities will be made based on actual amounts installed. Adjustments will not be made for Lump Sum items unless the scope of work is substantially changed during construction as determined by the Engineer. The Engineer shall have final authority in determining if the scope of work has substantially changed. If scope of work must be changed due to negligence or fault of the Contractor, additional payment for Lump Sum items shall not be made. Quantity adjustments to all non-lump sum items shall be measured by the Engineer in the presence of the Contractor. Payment for each item shall be for the finished product Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P:22147_01_14_Bikefill McIlhattan Road Improvements SP SPECIAL PROVISIONS 6/8/2026 LMJ/RPE Page 6 of 15 including all labor, materials, equipment, overhead, profit and any other miscellaneous items unless otherwise noted in the Contract Documents. Mobilization and Insurance Bid Items. These items include the mobilization of equipment to the site, insurance and bond costs and demobilization. Payment for Mobilization and Insurance Bid Items shall be made as follows. Sixty (60) percent of the total item shall be paid with the first application for payment. The remaining forty (40) percent of the total shall be paid with the first application for payment that is submitted to the Engineer after the Certificate of Substantial Completion has been signed by the Engineer and the Owner. Partial Payments of Lump Sum Bid Items. Payment for all lump sum items shall be made on the basis of percent of work complete on individual items at the time the Contractor submits the Application for Payment to the Engineer. If required by the Engineer, the Contractor shall provide evidence of percent of work complete. The percent of work shall then be determined by the judgment and calculations of the Engineer. SP-15 LIMITS OF CONSTRUCTION The Contractor is required to confine construction activities within the limits of the public right-of-way, public easements or designated City owned utility right-of-way easements, or designated construction or staging areas. Contractor shall not disturb existing natural vegetation more than is required for construction. Vacant lots and/or undeveloped land shall not be available for Contractor use during the course of construction, unless permission is obtained from the property owner. The contract limits are the limits of grading unless shown otherwise. The limits of clearing and grubbing are confined to the limits of grading and to specific limited locations where removals are noted on the plans or directed by the Engineer. The Contractor is required to protect all vegetation. Unless specifically designated for removal, all trees and other improvements in or adjacent to the project shall not be touched, trimmed or injured. All restoration outside the limits of the construction areas shall be at the Contractor’s expense. SP-16 STAGING AREA The staging area for this project shall be identified by the Contractor. The Contractor may use a portion of the old landfill coordinated with the City of Bozeman as a staging area provided the stored materials and/or equipment does not interfere with traffic or limit sight distance and does not block access to any intersecting roadways or driveways. Contractor shall notify adjacent private property owners of any disruption in access to private property. If additional area is needed, the Contractor is responsible for securing the property. Any agreements made between Contractor and adjacent property owners shall be in writing executed by the property owner and an executed Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P:22147_01_14_Bikefill McIlhattan Road Improvements SP SPECIAL PROVISIONS 6/8/2026 LMJ/RPE Page 7 of 15 copy shall be filed with the Owner and the Engineer, prior to Contractor occupancy of land. SP-17 CONSTRUCTION ACCESS The Contractor may access the project site via adjacent arterial or collector streets. Construction traffic on local streets shall be limited to the minimum amount required to complete the work in those areas. In order to leave the site in its original condition, the Contractor shall repair any damage caused by construction activities to concrete, asphalt, landscaping or other existing site features and shall broom clean areas of adjacent roadways. Any damage to existing surfaces or landscaping will be repaired at the Contractor’s expense. SP-18 PRESERVATION AND REPAIR BY CONTRACTOR The Contractor shall be responsible for the preservation of existing paved and gravel street sections which are not to be disturbed by construction. The Contractor is hereby cautioned that any damage done in any paved or gravel service road, due to any construction or travel operations (hauling, storage, unloading, etc.), shall be repaired and/or replaced at Contractor’s expense, and to the satisfaction of the Owner. The Contractor shall familiarize themselves with the existing sections in the area and consider self-imposed load restrictions conforming to those sections. All access roads shall be kept free and clear of all mud, gravel, debris, etc., during the project. There will be no additional payment to the Contractor for the cleaning and sweeping of all access roads. If the Contractor fails to keep access roadways clean and City crews are required to provide this service, the cost of this work will be deducted from the Contractor’s application for payment. Through installation of the improvements contemplated by the work, Contractor may encounter existing landscaping or other public or private improvements. Contractor shall repair any landscaping features including, but not limited to, sprinkler heads, irrigation piping, electrical wiring, valves and appurtenances, landscaping mulch, rock and other landscaping improvements. Contractor shall also repair to existing condition, any other improvements (public or private) to the satisfaction of the owner of the improvement if damaged during completion of the work. Repair of damaged items noted shall be incidental to all bid items and shall be at the Contractor’s expense. SP-19 CONTRACTOR'S SUPERINTENDENT The Contractor will be required to have a full-time resident General Superintendent on the project at all times while the work is in progress. The General Superintendent shall be knowledgeable and qualified to evaluate the quality of not only the general construction work but especially the systems and installations of subcontract work. The General Superintendent shall: Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P:22147_01_14_Bikefill McIlhattan Road Improvements SP SPECIAL PROVISIONS 6/8/2026 LMJ/RPE Page 8 of 15 • Aggressively evaluate on a day-to-day basis and be responsible for the quality and acceptability of all work. • Make the first determination as to the fitness and compliance of all work performed. • Be the initiator in regard to rejection of unfit work. • Not passively default or abdicate, in the first analysis, these duties to the Engineer or to the Owner. The General Superintendent shall be in a position to direct the work and make decisions either directly or through immediate contact with General Superintendent’s superior. Absence or incompetence of the General Superintendent shall be reason for the Owner to stop all work on the project. The General Superintendent or Contractor’s designated representative shall maintain, at the project site, a “Record Set of Drawings” showing field changes, as-built elevations, unusual conditions encountered during construction, manufacturer’s catalog number of equipment supplied, and other data as required to provide the Owner with an accurate “as-constructed” set of drawings. An approval by the Engineer shall not be given on the final payment request until complete record drawings are submitted to the Engineer. SP-20 CONTRACTOR WORK HOURS The schedule for this project has been figured on the basis of the Contractor working five days a week (Monday through Friday, excluding legal holidays), ten (10) hours a day. Should the Contractor and/or Contractor’s subcontractor(s) desire to work more than five (5) days per week or more than ten (10) hours per day, then approval to do so must be obtained from the Engineer. If the additional work hours result in costs above and beyond the Engineer’s contract fees, the actual cost of the additional Engineer’s services will be the responsibility of the Contractor and will be deducted from the Contractor’s application for payment. These costs shall not be considered a part of the liquidated damages. Listed below is the applied rate schedule in the event the Engineer is due additional compensation. Hourly Fee Schedule Staff Personnel Services Expert Witness/Special Consultant = $ 290.00 Principal = $ 250.00 Senior Engineer = $ 200.00 Project Engineer = $ 160.00 Staff Engineer = $ 135.00 Engineer Intern = $ 90.00 Senior Land Planner = $ 195.00 Land Planner = $ 150.00 Landscape Architect = $ 150.00 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P:22147_01_14_Bikefill McIlhattan Road Improvements SP SPECIAL PROVISIONS 6/8/2026 LMJ/RPE Page 9 of 15 Landscape Designer = $ 125.00 Senior Professional Land Surveyor = $ 185.00 Professional Land Surveyor = $ 155.00 Staff Surveyor = $ 138.00 Field Survey Technician = $ 88.00 Marketing Director = $ 195.00 Graphic Artist = $ 120.00 Senior Designer = $ 145.00 Designer = $ 120.00 CADD Technician = $ 105.00 Senior Construction Engineering Technician = $ 150.00 Construction Engineering Technician = $ 130.00 Construction Inspector = $ 90.00 Project Administrator = $ 105.00 No work shall be done between the hours of 7:00 p.m. and 7:00 a.m., nor on Saturdays, Sundays, or legal holidays, without the written approval of the Owner. However, work necessary in case of emergencies or for the protection of equipment or finished work may be done without the Owner’s approval. SP-21 CONTRACTOR RESPONSIBILITIES The Contractor shall be responsible for obtaining all permits as required by local government agencies. The Contractor shall enforce strict discipline and good order among Contractor’s employees and other persons carrying out the Agreement. The Contractor shall not permit employment of unfit persons or persons not skilled in tasks assigned to them. The Contractor shall comply with and give notices required by laws, ordinances, rules, regulations, and lawful orders of public authorities bearing on performance of the work. The Contractor shall keep the premises and surrounding area free from accumulation of waste materials or rubbish caused by operations under the Agreement. At completion of this work, the Contractor shall remove from and about the project waste materials, rubbish, tools, construction equipment, machinery and surplus materials. To the fullest extent of the Laws and Regulations, Contractor shall indemnify and hold harmless Owner and Engineer from and against all claims, costs, damages, losses and expenses, including, but not limited to, attorney's fees arising out of or resulting from performance of the work caused in whole or in part by negligent acts or omissions of the Contractor, subcontractor(s), anyone directly or indirectly employed by them or anyone for whose acts they may be liable, regardless of whether or not such claim, damage, loss or expense is caused in part by a party indemnified hereunder. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P:22147_01_14_Bikefill McIlhattan Road Improvements SP SPECIAL PROVISIONS 6/8/2026 LMJ/RPE Page 10 of 15 The Contractor shall coordinate all phases of the work with Owner’s use of the facility to minimize or avoid conflict, protect all existing work adjacent to new construction, and repair any damage and leave premises in original condition, except where otherwise specified by the Engineer. Contractor agrees to attend or be represented at weekly team meetings during the term of the project to assure coordination with the other project participants if required. SP-22 TEMPORARY FACILITIES Water, power, heat, and toilet facilities are not available at the job site. The Contractor shall provide, at Contractor’s expense, temporary water, power, heat, and toilet facilities, as required. The Contractor shall design, construct, and maintain miscellaneous services and facilities as needed to accommodate performance of the work, including temporary stairs, ramps, ladders, staging, shoring, scaffolding, temporary partitions, waste chutes, sidewalk bridge/walkway, and similar items. SP-23 REMOVAL AND DISPOSAL OF EXISTING ASPHALT, CONCRETE, ETC. Excess material of any kind generated by the work shall be hauled to an off-site location of the Contractor’s choice and be legally disposed of. The costs associated with hauling and disposing of excess material shall be incidental to the bid items specified for material removal and shall be at the Contractor’s expense. SP-24 DUST CONTROL The Contractor shall provide dust abatement for all roads and work areas and prevent dust from becoming an air quality concern or nuisance to adjacent properties. There will be no payment for dust control and shall be at the Contractor’s expense. SP-25 PRIVATE UTILITY COORDINATION The Contractor will need to coordinate operations with private utility service providers for the potholing, moving, crossing, support or reinstallation of services, poles, and mainlines and their appurtenances. It is anticipated that adjustments to existing utility boxes, guy wires, marker signs, etc. will be required to match finished grades. SP-26 UNDERGROUND UTILITY CROSSINGS The Contractor shall be responsible for checking with the owners of the underground utilities such as power, gas, and telecommunications companies, etc., as to the location of their underground installations in the project area. The Contractor shall be solely responsible for any damage done to these installations due to failure to locate them or to properly protect them when their location is known. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P:22147_01_14_Bikefill McIlhattan Road Improvements SP SPECIAL PROVISIONS 6/8/2026 LMJ/RPE Page 11 of 15 It shall be solely the responsibility of the Contractor to fully coordinate Contractor’s work with the agencies and to keep them informed of Contractor’s construction activities so that these vital installations are fully protected at all times. A Montana One-Call system (1-800-424-5555) has been established to facilitate requests for underground facility location information. The Contractor is cautioned that all utilities may not be on this system. Type 1 Bedding Material and Type A Trench Backfill shall be utilized to replace material under and around such municipal and private utility lines. Compaction above the bedding material and under the utility line crossing is critical and must be maintained. No separate measurement and payment shall be made for this item. All costs shall be considered an integral part of and be included in the price bid for items complete-in-place. The relocating, bracing, raising or supporting of facilities as required by this construction will be the responsibility of the Contractor. The Contractor shall schedule Contractor’s operations and establish such coordination with the respective owners as necessary so that any conflicts are avoided. The Contractor shall have full agreement and understanding with the affected utility companies on what the existing conditions are and what will be necessary to be changed for the Contractor’s construction. The Contractor will obtain any permits, agreements, or insurance required. No separate measurement and payment shall be made for this item, unless specifically noted. All costs shall be considered an integral part of and be included in the price bid for pipe complete-in-place. SP-27 PAVEMENT MARKINGS Pavement markings shall be replaced following paving operations. Epoxy markings shall be installed in accordance with Section 620 of “Standard Specifications for Road and Bridge Construction”, Latest Edition, adopted by the Montana Department of Transportation (reproduced herein). No interim markings shall be required. Apply epoxy pavement markings a minimum of 10 days and a maximum of 30 days after new pavement is placed. SP-28 SIGNS Reflective sheeting for signs shall be Type IV (“High Intensity Prismatic”) or better. Florescent yellow green backgrounds shall be used for any pedestrian or school crossing signs. No separate measurement and payment shall be made for signs proposed to be re-used, re-set, or removed; the cost of such work shall be included in other bid items. Signs damaged during re-mounting or re-setting shall be repaired or replaced by the Contractor. Salvage sign faces removed to the Sign Department, 814 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P:22147_01_14_Bikefill McIlhattan Road Improvements SP SPECIAL PROVISIONS 6/8/2026 LMJ/RPE Page 12 of 15 N. Bozeman Avenue. Properly dispose of any sign supports and foundation material that are removed. GENERAL 27.1.1 DESCRIPTION A. This section is furnishing, fabrication, installation and the removing and resetting of signs in accordance with these and other specifications, the Standard Drawings, and in the location as shown on the plans or as directed by the Engineer. 27.1.2 REFERENCES MUTCD Manual on Uniform Traffic Control Devices 27.1.3 STANDARD DRAWINGS Standard Drawings in Appendix C applicable to this section are as follows: City of Bozeman Standard Drawing No. 09810-1, Sign Installation Standards City of Bozeman Standard Drawing No. 09810-2, Dead End Barricade City of Bozeman Standard Drawing No. 09810-3, Standard Street Marker Sign Location 27.1.4 DEFINITIONS A. The following definitions define the signing work to be done when the respective terms are used in the Contract. 1. NEW Signs designated "New" are to be furnished new and erected at the locations specified. 2. REUSE Signs designated "Reuse" are to be removed from the existing post or posts and remounted on a new post or posts at the locations specified. 3. REPLACE Signs designated "Replace" are to be removed and replaced with the specified "New" standard signs, including new post or posts, at the existing or specified new locations. 4. RESET Signs designated "Reset" are to be removed and reset at the locations specified using the existing sign faces and supports. 5. REMOVE Signs designated "Remove" are to be removed, to include the sign or sign assembly and sign supports. PRODUCTS Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P:22147_01_14_Bikefill McIlhattan Road Improvements SP SPECIAL PROVISIONS 6/8/2026 LMJ/RPE Page 13 of 15 27.2.1 POSTS A. Use 2" perforated square tube 14 gauge galvanized steel posts for all sign posts unless otherwise specified on the plans. Use Telspar or approved equal sign posts. Anchor posts as shown on Standard Drawing 09810-1. 27.2.4 SIGN POST FOUNDATION SLEEVES A. Furnish 2¼” non-perforated 12 gauge galvanized steel square tube foundation sleeves for all sign posts. Use “Telspar Quik Punch” or approved equal. Install sleeves in concrete anchor as shown on Standard Drawing 09810-1. 27.2.5 REFLECTIVE SHEETING A. Reflective sheeting for signs shall be Type IV (“High Intensity Prismatic”) or better. EXECUTION 27.3.1 SIGN INSTALLATION A. Assure that all signs are installed according to MUTCD Standards. Locate signs where shown on the plans or as directed by the Engineer. Assure that signs are installed plumb, at the correct height, and with the edge of the sign a minimum of two feet from the face of the curb or edge of pavement. 27.3.2 SIGN REMOVAL OR REPLACEMENT A. As directed by the Engineer, salvage existing signs designated to be removed or replaced to the site specified by the City of Bozeman. Properly dispose of all signs designated for removal or replacement which have not been designated for salvage. SP-29 SECURING WORK AREAS AND PEDESTRIAN TRAFFIC The Contractor is reminded of the importance of securing all work areas during and after construction work hours to prevent pedestrian and bicycle access. Costs associated shall be included in related bid items. SP-30 MATERIALS TESTING AND CONTROL All testing completed on the Project shall be in accordance with the City of Bozeman Design and Construction Standards Policy (2024) and the MPWSS, Seventh Edition, April 2021 with the City of Bozeman standards and specifications taking precedence. A. As applicable to the work being performed, the following material and control tests may be made by the Engineer to determine the compliance with the specifications: Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P:22147_01_14_Bikefill McIlhattan Road Improvements SP SPECIAL PROVISIONS 6/8/2026 LMJ/RPE Page 14 of 15 1. Proctors and nuclear density test for subgrade, subbase, and base course materials. 2. Core sampling for bituminous pavement in the public right-of-way. Four core samples shall be required for every 1000 tons of mixture placed, with a minimum of three samples for projects that use less than 1000 tons. Testing laboratories shall meet the requirements of ASTM D3666. Core holes shall be patched with hot plant mix asphalt. 3. Portland cement concrete tests shall be required for every 50 cubic yards with a minimum of one set of tests per project. The concrete shall be sampled, specimens made, and compliance determined in accordance with the following: Sampling Fresh Concrete – ASTM C-172 Slump – ASTM C-143 or AASHTO T119 Air Content – ASTM C-231, C-173, C-138, or AASHTO T152 Compressive Strength – ASTM-C39 or AASHTO T22 Making and Curing Test Specimens in the Field – ASTM C-31or AASHTO T23 4. Concrete cylinder and beam test. The periodic tests made by the Engineer, of the Contractor’s production may serve as the basis for rejecting stockpiles as unacceptable. The above tests shall be made with no cost to the Contractor, except as provided herein for test failure. Should any of these tests fail, the Contractor shall then be responsible for the cost of the failing test. The costs of the failing tests shall be deducted from the Contractor’s application for payment. C. The costs of the following tests shall be paid for by the Contractor: 1. Any additional tests the Contractor requires to control Contractor’s crushing, screening or other construction operations. 2. Asphalt cement pavement and Portland cement concrete mix designs. 3. Test failure, as provided above. 4. Any additional tests required to verify acceptable quality of supplied materials. This shall include, but not be limited to, a three-edge bearing test. D. Acceptance and rejection of materials will generally be determined from tests made of the various courses complete and in-place in the field. While the Engineer may, during course of construction, make tests at the source or point of production; it is the responsibility of the Contractor to conduct, control and test Contractor’s production operations in such a manner that the materials produced will meet the specification requirements. SP-31 SPECIAL FUEL USER’S PERMIT REQUIREMENT Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P:22147_01_14_Bikefill McIlhattan Road Improvements SP SPECIAL PROVISIONS 6/16/2026 LMJ/RPE Page 15 of 18 Senate Bill 116, passed by the 2013 Montana Legislature, eliminates the requirement to obtain a Special Fuel User Permit. This bill became law upon the signature of the Governor on April 12, 2013. Rescind subsections 102.18 and 103.07(D). The requirement of Subsection 108.01.2 that subcontractors obtain a Special Fuel User Permit is also rescinded. All other requirements of that Subsection still apply. Any items removed from the existing system under the terms of this contract shall remain the property of the City of Bozeman. Should the City choose not to accept any salvageable items, then the Contractor shall dispose of those items at his expense at a site or landfill acceptable to the engineer. Any costs for the above referenced work The following paragraphs are intended to clarify the scope of the following Bid Items, but are to be considered supplemental to the rest of the Contract Documents and not necessarily all inclusive of items, which must be completed for payment of each Bid Item. . This bid item shall include the costs associated with mobilizing equipment to the project site, insurance, bond costs, permitting, submittals, and demobilization. Measurement and payment will be by lump sum (LS). Sixty (60) percent of the total item shall be paid with the first application for payment. The remaining forty (40) percent of the total shall be paid with the first application for payment submitted after the Certificate of Substantial Completion has been signed by the Owner. . This bid item shall include all labor and materials associated with dewatering needs to install new culverts, inlets, manholes, riprap, storm drain, or other associated utility improvements. Measurement and payment will be by lump sum (LS). This bid item shall include all of the items necessary for installation of the new storm chamber systems including, but not limited to gravel, separation fabric, chambers, and manifold piping. Alternatives to ADS shall be presented to Engineer for approval. Measurement and payment will be by cubic feet (CF) of storage volume. . This bid item shall include the costs associated with mobilizing equipment to the project site, insurance, bond costs, permitting, submittals, and demobilization. Measurement and payment will be by lump sum (LS). Sixty (60) percent of the total item shall be paid with the first application for payment. The remaining forty (40) percent of the total shall be paid with the first application for payment submitted after the Certificate of Substantial Completion has been signed by the Owner. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P:22147_01_14_Bikefill McIlhattan Road Improvements SP SPECIAL PROVISIONS 6/16/2026 LMJ/RPE Page 16 of 18 . This bid item shall include all labor and materials associated with construction traffic control, as required during the course of construction, including preparation of a traffic control plan, installation of required signs, markers, flags or other measures, maintenance of traffic control devices and removal following construction. Special Provision SP-7 provides additional information on the traffic control requirements. Payment for this item will be made by Lump Sum (LS). The Contractor shall make note that this project will require a City of Bozeman Construction Stormwater Permit and Montana Department of Environmental Quality (MDEQ) Storm Water General Discharge Permit authorization. The Contractor is responsible for preparing the administering the SWPPP application and BMP plan that has been reviewed by the City of Bozeman and MDEQ. Measurement shall be made on a lump sum basis. Payment at the contract unit price shall constitute full compensation for final preparations of a storm water pollution prevention plan, submitting the plan to the MDEQ and the City Stormwater Department, and receiving approval of the plan from both the MDEQ and the City of Bozeman. The City of Bozeman will conduct an adequacy review & the MDEQ will conduct a completeness review. Pre-submittal of the SWPPP to the City of Bozeman Stormwater Division is required. All fees required by the MDEQ shall be considered incidental to the completion of this item. The SWPPP must be approved by the City Storm Water Department prior to scheduling a preconstruction meeting. The Contractor is responsible for following all requirements of the Federal and Local Nationwide 404 and SPA 124 permits for work adjacent or within wetlands or streams. This item shall be measured and paid on a lump sum basis with twenty-five percent (25%) to be paid with the first progress payment after beginning construction. The remaining seventy-five (75%) to be paid based on the percentage of the construction contract completed at the time of the pay request. Payment at the contract unit price shall constitute full compensation for implementing, inspecting, and maintaining the approved storm water pollution prevention plan throughout the project, including all materials, labor, tools, equipment, and incidentals necessary to complete the item. The contractor shall be required to follow guidance from the City Stormwater Department to receive full payment for this item. The bid form includes an item for handling the existing topsoil within the project limits. For estimating purposes, the volume of topsoil removal was calculated using an average depth of 6 inches throughout the project limits as shown on the project cross sections. Measurement and Payment for this item will be based on the Cubic Yards (CY) unit bid price of which work shall include removal of the topsoil, stockpiling the material to be used over the berms and roadway embankment slopes, replacing the material Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P:22147_01_14_Bikefill McIlhattan Road Improvements SP SPECIAL PROVISIONS 6/16/2026 LMJ/RPE Page 17 of 18 within the seeded areas over the embankment slopes and hauling off any excess material. The Contractor will need to coordinate this bid item with the other separate earthwork related bid items which include Unclassified Excavation. All excavation shall be considered Unclassified Excavation regardless of the material encountered. Project cross sections and earthwork volumes have been provided in the plan set to assist the Contractor in estimating volume calculations to determine a more accurate representation of the amount of materials encountered in the field. The earthwork volume table values were calculated based on the difference between the finish sub-grade elevation and existing grade elevation after stripping topsoil and existing hard surface improvements. For the purpose of estimating the earthwork volumes, the stripped depth was assumed to be 6 inches as shown on the cross sections. The Measurement and Payment for Unclassified Excavation will be made on a Cubic Yard (CY) unit bid price, of which work shall include excavating the material, hauling the material to the berm embankment location, preparation and scarifying the area to receive the fill or embankment, moisture conditioning the fill, placing and compacting the fill and any other incidental work required to complete this item. The Contractor will need to coordinate this bid item with the other separate earthwork related bid items which include Strip, Stockpile and Replace or Dispose of Topsoil. Project cross sections and earthwork volumes have been provided in the plan set to assist the Contractor in estimating volume calculations to determine a more accurate representation of the amount of materials encountered in the field. The earthwork volume table values were calculated based on the difference between the finish sub- grade elevation and existing grade elevation after stripping topsoil and existing hard surface improvements. The Measurement and Payment for Stockpile and Dispose of Cut Excavation will be made on a Cubic Yard (CY) unit bid price, of which work shall include excavating the material, hauling the material to the embankment location within the Bikefill Bike Park, preparation and scarifying the area to receive the fill or embankment, moisture conditioning the fill, placing and compacting the fill and any other incidental work required to complete this item. The Contractor will need to coordinate this bid item with the other separate earthwork related bid items which include Strip, Stockpile and Replace or Dispose of Topsoil. This bid item includes the removal of existing chainlink fence, posts, and foundations. The fence materials shall be stacked and stored onsite in coordination with the City of Bozeman. Measurement and on a Linear Foot (LF) unit bid price. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 P:22147_01_14_Bikefill McIlhattan Road Improvements SP SPECIAL PROVISIONS 6/16/2026 LMJ/RPE Page 18 of 18 This bid item includes the sloughing repair as shown on Sheets C6.1 & C8.4. The repair includes fill material, hydroseed, geotextile, and the GEOWEB Slope Protection System. The GEOWEB Slope Protection shall be installed per the manufacturer s installation procedures. Measurement and Payment will be by Lump Sum (LS). This item includes modifying existing monitoring wells that are part of the old landfill. The item includes removal and reinstallation of existing bollards, cutting and removing the existing well casing to approximately 1 -2 above proposed grade, and removal and reinstallation of a secure well cap. The cut casing material shall be disposed following state and local regulations. The Contractor is responsible for coordinating with MDEQ prior to starting the work. The Measurement and Payment will be by Lump Sum (LS). The Contractor will need to coordinate this bid item with the other related bid item which includes Cut Well Casing/Well Abandonment. . This item includes modifying and or abandoning existing monitoring wells that are part of the old landfill. The item includes cutting and removing the existing well casing to approximately 1 - 2 above proposed grade. The cut casing material shall be disposed following state and local regulations. The Contractor is responsible for coordinating with MDEQ prior to starting the work. The Measurement and Payment will be by Lump Sum (LS). The Contractor will need to coordinate this bid item with the other related bid item which includes Bollard Removal/Reinstallation and DEQ Well Casing Removal/Reinstall Secure Cap. This item has been provided for any miscellaneous work and/or materials which may be encountered during construction, but which have not been addressed elsewhere in this contract. Miscellaneous work will be measured by the respective unit for material and/or work performed as directed in writing by the Engineer. Payment for Miscellaneous Work, measured as provided above, will be at agreed upon prices or on force account basis. The number of units in dollars set down in the contract is an estimated amount only, which may be adjusted up or down by the Owner in accordance with the needs of the project. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Employment Standards Division Montana Department of Labor and Industry P. O. Box 8011 Helena, MT 59604 Phone 406-444-6543 The department welcomes questions, comments, and suggestions from the public. In addition, we’ll do our best to provide information in an accessible format, upon request, in compliance with the Americans with Disabilities Act. MONTANA PREVAILING WAGE REQUIREMENTS 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 (MCA), has determined 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 Section 18-2-401, et seq., MCA. Each employer is required to pay (as a minimum) the rate of wages, including fringe benefits, travel allowance, zone pay and per diem applicable to the classification under which the work is being performed as provided in the attached wage determinations. All Montana Prevailing Wage Rates are available on the department’s website at https://erd.dli.mt.gov/labor-standards/state- prevailing-wage- rates or by contacting the department at (406) 444-6543. In addition, this publication provides general information concerning compliance with Montana’s Prevailing Wage Law and the payment of prevailing wages. For detailed compliance information relating to public works contracts and payment of prevailing wage rates, please consult the regulations on the department's website at https://erd.dli.mt.gov/labor-standards/public-contracts-prevailing-wage-law/ or contact the department at (406) 444-6543. SARAH SWANSON Commissioner Department of Labor and Industry State of Montana MONTANA PREVAILING WAGE RATES FOR HEAVY CONSTRUCTION SERVICES 2026 Effective: April 25, 2026 Greg Gianforte, Governor State of Montana Sarah Swanson, Commissioner Department of Labor & Industry To obtain copies of prevailing wage rate schedules, or for information relating to public works projects and payment of prevailing wage rates, visit ESD at erd.dli.mt.gov/labor-standards or contact: Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 2 TABLE OF CONTENTS MONTANA PREVAILING WAGE REQUIREMENTS: WAGE RATES: A.Date of Publication ……………………………………………………………………………………………………………………………………………….……. 3 B.Definition of Heavy Construction …………………………………………………………………………………………………………………..…............. 3 C.Definition of Public Works Contract ………………………………………………………………………………………………………………………….... 3 D.Prevailing Wage Schedule ……………………………………………………………………………………………………………………………….………… 3 E.Rates to Use for Projects ………………………………………………………………………………………………………………………………..…………… 3 F.Wage Rate Adjustments for Multiyear Contracts ……………………………………………………………………………………………….………… 3 G.Fringe Benefits ……………………………………………………………………………………………………………………………………………………………. 4 H.Dispatch City ………………………………………………………………………………………………………………………………………………………….……. 4 I.Zone Pay …………………………………………………………………………………………………………………………………………………………………….. 4 J.Computing Travel Benefits ……………………………………………………………………………………………………………….………………………… 4 K.Per Diem …………………………………………………………………………………………………………………………………………………………………….. 4 L.Apprentices ………………………………………………………………………………………………………………………………………..……………………….. 4 M.Posting Notice of Prevailing Wages ……………………………………………………………………………………………………………………………. 5 N.Employment Preference …………………………………………………………………………………………………………….…………………………....... 5 O.Projects of a Mixed Nature ............................................................................................................................................................ 5 P.Occupations Definitions Website ................................................................................................................................................... 5 Q.Welder Rates ……………………………………………………………………………………………………………………………………………………………. 5 R.Foreman Rates …………………………………………………………………………………………………………………………………………………..……. 5 S Proper Classification for Pipefitter and Laborer/Pipelayer Work on Water and Wastewater Treatment Plants ……………..… 5 BOILERMAKERS ……………………………………………………………………………………………………………………………………………..………………….. 6 BRICK, BLOCK, AND STONE MASONS ……………………………………………………………………………………….......................................... 6 CARPENTERS …………………………………………………………………………………………………………………………………………………………………….. 6 CEMENT MASONS AND CONCRETE FINISHERS …………………………………………………………………………………………………………… 6 CONSTRUCTION EQUIPMENT OPERATORS OPERATORS GROUP 1 ………………………………………………………………………………………………………….............................................. 7 OPERATORS GROUP 2 ………………………………………………………………………………………………………………………………………………….. 7 OPERATORS GROUP 3 ………………………………………………………………………………………………………………………………………………….. 8 OPERATORS GROUP 4 ………………………………………………………………………………………………………………………………………………….. 8 OPERATORS GROUP 5 ………………………………………………………………………………………………………………………………………………….. 8 OPERATORS GROUP 6 ………………………………………………………………………………………………………………………………………………….. 8 OPERATORS GROUP 7 ………………………………………………………………………………………………………………………………………………….. 9 CONSTRUCTION LABORERS LABORERS GROUP 1 ………………………………………………………………………………………………………………………………………………….. 9 LABORERS GROUP 2 ………………………………………………………………………………………………………………………………………………….. 9 LABORERS GROUP 3 ………………………………………………………………………………………………………………………………………………….. 10 LABORERS GROUP 4 ………………………………………………………………………………………………………………………………………………….. 10 DIVERS ………………………………………………………………………………………………………………………………………………………………………………. 10 DIVER TENDERS ……………………………………………………………………………………………………………………………………………………………….. 11 ELECTRICIANS …………………………………………......................................................................................................................................... 11 INSULATION WORKERS - MECHANICAL (HEAT AND FROST) ………………………………………………………………............................ 11 IRONWORKERS - STRUCTURAL STEEL AND REBAR PLACERS …………………………………………………………………………………. 12 LINE CONSTRUCTION EQUIPMENT OPERATORS …………………………………………………………………………………..........…………………………………………………. 12 GROUNDMAN ………………………………………………………………………………………………...........……………………………………………………….. 12 LINEMAN ……………………………………………………………………………………………...........………………………………………………………………….. 12 MILLWRIGHTS …………………………………………………………………………………………………………………………………………………………………….. 13 PAINTERS ……………………………………………………………………………..............….......................................................................................... 13 PILE BUCKS ……………………………………………………………………………………………………………………………………………………………………….. 13 PLUMBERS, PIPEFITTERS, AND STEAMFITTERS …………………………………………………………………………………………………………… 13 SPRINKLERFITTERS …………………………………………………………………………………………………………………............................................... 14 TRUCK DRIVERS ..................................................................................................................................................................................... 14 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 3 A.Date of Publication B.Definition of Heavy Construction The Administrative Rules of Montana (ARM), 24.17.501(4) – (4)(b), states “Heavy construction 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, but 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 construction), land leveling (not incidental to other construction), land reclamation, levees, locks and waterways, oil refineries (other than buildings), pipe lines, ponds, pumping stations (prefabricated drop-in units – not buildings), railroad construction, 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.” C.Definition of Public Works Contract Section 18-2-401(11)(a), MCA defines “public works contract” as “…a contract for construction services let by the state, county, municipality, school district, or political subdivision or for nonconstruction services let by the state,county, municipality, or political subdivision in 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 prevailing wage rate schedules for Building Construction, Highway Construction and Nonconstruction Services occupations can be found on the department's website at https://erd.dli.mt.gov/labor-standards/state-prevailing-wage-rates/ or by contacting the department at (406) 444-6543. E.Rates to Use for Projects ARM, 24.17.127(1)(c), states “The wage rates applicable to a particular public works project are those in effect at the time the bid specifications are advertised.” F.Wage Rate Adjustments for Multiyear Contracts Section 18-2-417, MCA states:“(1) Any public works contract that by the terms of the original contract calls for more than 30 months to fullyperform must include a provision to adjust, as provided in subsection (2), the standard prevailing rate of wages to be paid to the workers performing the contract. (2) The standard prevailing rate of wages paid to workers under a contract subject to this section must be adjusted 12 months after the date of the award of the public works contract. The amount of the adjustment must be a 3% increase. The adjustment must be made and applied every 12 months for the term of the contract. (3) Any increase in the standard rate of prevailing wages for workers under this section is the sole responsibility of the contractor and any subcontractors and not the contracting agency.” Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 4 G. Fringe Benefits Section 18-2-412, MCA states: “(1) To fulfill the obligation...a contractor or subcontractor may: (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 Income Security Act of 1974 or that is a bona fide program approved by the U. S. 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, including fringe benefits and travel allowances, applicable to the district for the particular type of work being performed. (2) The fringe benefit fund, plan, or program described in subsection (1)(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 U. S. department of labor.” Fringe benefits are paid for all hours worked (straight time and overtime hours). However, fringe benefits are 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. H.Dispatch City Section 18-2-411(6),MCA, defines dispatch city as “...the courthouse in the city from the following list which is closest to the center of the job: Billings, Bozeman, Butte, Great Falls, Helena, Kalispell, Miles City, Missoula and Sidney.” I.Zone Pay Zone pay is not travel pay. ARM, 24.17.103(25), defines zone pay as “...an amount added to the base pay; the combined sum then becomes the new base wage rate to be paid for all hours worked on the project. Zone pay must be determined by measuring the road miles one way over the shortest practical maintained route from the dispatch city to the center of the job.” See section H above for a list of dispatch cities. J.Computing Travel Benefits ARM, 24.17.103(23), states “‘Travel pay,’ also referred to as ‘travel allowance,’ is and must be paid for travel both to and from the job site, except those with special provisions listed under the classification. The rate is determined by measuring the road miles one direction over the shortest practical maintained route from the dispatch city or the employee's home, whichever is closer, to the center of the job.” See section H above for a list of dispatch cities. K.Per DiemARM, 24.17.103(19), states “‘Per diem’ typically covers costs associated with board and lodging expenses. Per diem is paid when an employee is required to work at a location outside the daily commuting distance and is required to stay at that location overnight or longer.” L.Apprentices Wage rates for apprentices registered in approved federal or state apprenticeship programs are contained in those programs. Additionally, Section 18-2-416(2), MCA states, “…The full amount of any applicable fringe benefits must be paid to the apprentice while the apprentice is working on the public works contract.” Apprentices not registered in approved federal or state apprenticeship programs will be paid the appropriate journey level prevailing wage rate when working on a public works contract. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 5 M. Posting Notice of Prevailing Wages Section 18-2-406, MCA, provides that contractors, subcontractors, and employers who are “…performing work or providing construction services under public works contracts, as provided in this part, shall post in a prominent andaccessible site on the project or staging area, not later than the first day of work and continuing for the entire duration of the project, a legible statement of all wages and fringe benefits to be paid to the employees.” N. Employment Preference Sections 18-2-403 and 18-2-409, MCA require contractors to give preference to the employment of bona fide Montana residents in the performance of work on public works contracts. O. Projects of a Mixed Nature Section 18-2-418, MCA states: “(1) The contracting agency shall determine, based on the preponderance of labor hours to be worked, whether the public works construction services project is classified as a highway construction project, a heavy construction project, or a building construction project. (2)Once the project has been classified, employees in each trade classification who are working on that project must be paid at the rate for that project classification” P.Occupations DefinitionsYou can find definitions for these occupations on the following Bureau of Labor Statistics website: http://www.bls.gov/oes/current/oes_stru.htm Q.Welder Rates Welders receive the rate prescribed for the craft performing an operation to which welding is incidental. R.Foreman Rates Rates are no longer set for foremen. However, if a foreman performs journey level work, the foreman must be paid at least the journey level rate. S.Proper Classification for Pipefitter and Laborer/Pipelayer Work on Water and Wastewater Treatment Plants The proper classification for the following work is Pipefitter, when it is performed inside a building structure or performed at a location which will later be inside of a building: Joining steel pipe larger than 12 inches in diameter with bolted flange connections that has been pre-fabricated off site and does not require any modification such as cutting, grinding, welding, or other fabrication in order to be installed. All other work previously classified as pipefitter remains in that classification. The proper classification for that work when it is at a location that will always be outside a building is Pipelayer, which is under the Laborer Group 3 classification. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 6 WAGE RATES BOILERMAKERS Wage Benefit $41.25 $29.65 Duties Include: Construct, assemble, maintain, and repair stationary steam boilers, boiler house auxiliaries, process vessels, pressure vessels and penstocks. Bulk storage tanks and bolted steel tanks. ↑ Back to Table of Contents BRICK, BLOCK, AND STONE MASONS Wage Benefit $32.32 $16.78 ↑ Back to Table of Contents CARPENTERS Wage Benefit $38.05 $16.33 ↑ Back to Table of Contents CEMENT MASONS AND CONCRETE FINISHERS Wage Benefit $31.13 $6.31 Duties Include: Smooth and finish surfaces of poured concrete, such as floors, walks, sidewalks, or curbs. Align forms for sidewalks, curbs, or gutters. ↑ Back to Table of Contents Zone Pay: 0-30 mi. free zone >30-60 mi. + $4.00/hr. >60mi. + $6.00/hr. Zone Pay: 0-30 mi. free zone >30-60 mi. + $2.95/hr. >60mi. + $4.75/hr. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 7 CONSTRUCTION EQUIPMENT OPERATORS GROUP 1 Wage Benefit $35.97 $18.10 This group includes but is not limited to: Air Compressor; Auto Fine Grader; Belt Finishing; Boring Machine (Small); Cement Silo; Crane, A-Frame Truck Crane; Crusher Conveyor; DW-10, 15, and 20 Tractor Roller; Farm Tractor; Forklift; Form Grader; Front-End Loader, under 1 cu. yd; Oiler, Herman Nelson Heater; Mucking Machine; Oiler, All Except Cranes/Shovels; Pumpman. ↑ Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 2 Wage Benefit $37.32 $18.10 This group includes but is not limited to: Air Doctor; Backhoe\Excavator\Shovel, up to and incl. 3 cu. yds; 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 up to and incl. 5 cu. yds; Grade Setter; Heavy Duty Drills, All Types; Hoist\Tugger, All; Hydralift Forklifts & Similar; Industrial Locomotive; Motor Patrol (except finish); Mountain Skidder; Oiler, Cranes\Shovels; Pavement 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 ↑ Back to Table of Contents Per Diem: >60 mi. $150/day Per Diem: >60 mi. $150/day Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 8 CONSTRUCTION EQUIPMENT OPERATORS GROUP 3 Wage Benefit $37.91 $18.10 This group includes but is not limited to: Asphalt Paving Machine; Asphalt Screed; Backhoe\Excavator\Shovel, over 3 cu. yds; 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. yds; Mechanic\Welder; Pioneer Dozer; Roller Asphalt (Breakdown & Finish); Rotomill, over 6 ft; Scraper, Single, Twin, or Pulling Belly-Dump; YO-YO Cat Haul Truck, Articulating Trucks, Vac Truck. ↑ Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 4 Wage Benefit $38.98 $18.10 This group includes but is not limited to: Asphalt\Hot Plant Operator; Cranes, 25 tons up to and incl. 44 tons; Crusher Operator; Finish Motor Patrol; Finish Scraper. ↑ Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 5 Wage Benefit $40.07 $18.10 This group includes but is not limited to: Cranes, 45 tons up to and incl. 74 tons. ↑ Back to Table of Contents CONSTRUCTION EQUIPMENT OPERATORS GROUP 6 Wage Benefit $41.15 $18.10 This group includes but is not limited to: Cranes, 75 tons up to and incl. 149 tons; Cranes, Whirley (All). ↑ Back to Table of Contents Per Diem: >60 mi. $150/day Per Diem: >60 mi. $150/day Per Diem: >60 mi. $150/day Per Diem: >60 mi. $150/day Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 9 CONSTRUCTION EQUIPMENT OPERATORS GROUP 7 Wage Benefit $42.23 $18.10 This group includes but is not limited to: Cranes, 150 tons up to and incl. 250 tons; Cranes, over 250 tons—add $1.00 for every 100 tons over 250 tons; Crane, Tower (All); Crane Stiff-Leg or Derrick; Helicopter Hoist. ↑ Back to Table of Contents CONSTRUCTION LABORERS GROUP 1/FLAG PERSON FOR TRAFFIC CONTROL No Rate Established ↑ Back to Table of Contents CONSTRUCTION LABORERS GROUP 2 Wage Benefit $27.96 $10.82 This group includes but is not limited to: General Labor; Asbestos Removal; 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; Heater Tender; Fence Erector; Landscape Laborer; Landscaper; Lawn Sprinkler Installer; Pipe Wrapper; Pot Tender; Powderman Tender; Rail and Truck Loaders and Unloaders; Riprapper; Sign Erection; Guardrail and Jersey Rail; Spike Driver; Stake Jumper; Signalman; Tail Hoseman; Tool Checker and Houseman. ↑ Back to Table of Contents Per Diem: >60 mi. $150/day Zone Pay: 0-30 mi. free zone >30-60 mi. + $3.05/hr. >60 mi. + $4.85/hr. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 10 CONSTRUCTION LABORERS GROUP 3 Wage Benefit $30.62 $11.89 This group includes but is not limited to: Concrete Vibrator; Dumpman (Grademan); Equipment Handler; Geotextile and Liners; High-Pressure Nozzleman; Jackhammer (Pavement Breaker) Non-Riding Rollers; Pipelayer; Posthole Digger (Power); Power Driven Wheelbarrow; Rigger; Sandblaster; Sod Cutter-Power and Tamper. ↑ Back to Table of Contents CONSTRUCTION LABORERS GROUP 4 This group includes but is not limited to: Hod Carrier; Water Well Laborer; Blaster; Wagon Driller; Asphalt Raker; Cutting Torch; Grade Setter; High-Scaler; Power Saws (Faller & Concrete); Powderman; Rock & Core Drill; Track or Truck Mounted Wagon Drill and Welder incl. Air Arc ↑ Back to Table of Contents DIVERS Stand-By Diving Wage Benefit $55.24 $17.28 $110.48 $17.28 Zone Pay: 0-30 mi. free zone 31-60 mi. + $4.00/hr. >61 mi.+ $6.00/hr. ↑ Back to Table of Contents Wage Benefit $25.55 $13.44 Zone Pay: 0-30 mi. free zone >30-60 mi. + $3.05/hr. >60 mi. + $4.85/hr. Zone Pay: 0-30 mi. free zone >30-60 mi. + $3.05/hr. >60 mi. + $4.85/hr. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 11 DIVER TENDERS ↑ Back to Table of Contents ELECTRICIANS Wage Benefit $41.92 $16.32 ↑ Back to Table of Contents INSULATION WORKERS - MECHANICAL (HEAT AND FROST) Duties Include: Insulate pipes, ductwork or other mechanical systems. ↑ Back to Table of Contents Wage Benefit $54.24 $17.28 Wage Benefit $45.51 $22.94 Zone Pay: 0-30 mi. free zone 31-60 mi. + $4.00/hr. >61 mi. + $6.00/hr. Duties Include: Electrical wiring; equipment and fixtures; streetlights; electrical control systems. Installation and/or adjusting of building automation controls also during testing and balancing, commissioning and retro-commissioning. Travel Pay: 0-30 mi. free 31-40 mi. $30/day >40-50 mi. $40/day >50-60 mi. $55/day >60 mi. $65/day, plus: $0.66 for each mile over 60, up to $400 unless: •Employee traveling in employee’s vehicle on employer’s time, then rate changes to $0.20/mi., only for miles over 60. •Employee traveling in company-provided vehicle with company-paid fuel, no additional travel pay mileage required. Zone Pay: 0-30 mi. free 31-40 mi. $3.75/hr. >40-50 mi. $5.00/hr. >50-60 mi. $6.88/hr. >60 mi. $8.13/hr. only if employee is commuting, if employee is staying over, Per Diem applies instead. Per Diem: 60+ mi. $130/day; or, employer pays for lodging + $35/day for meals. Per Diem: 60+ mi. $90/day Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 12 IRONWORKERS – REINFORCING IRON AND REBAR WORKERS Wage Benefit $48.00 $25.78 Duties Include: Position and secure steel bars or mesh in concrete forms in order to reinforce concrete. Use a variety of fasteners, rod-bending machines, blowtorches, and hand tools. Includes rod busters. ↑ Back to Table of Contents IRONWORKERS – STRUCTURAL IRON AND STEEL WORKERS Wage Benefit $43.32 $25.78 Duties Include: Structural steel erection; assemble prefabricated metal buildings; cut, bend, tie, and place rebar; energy producing windmill type towers; metal bleacher seating; handrail fabrication and ornamental steel. LINE CONSTRUCTION – EQUIPMENT OPERATORS No Rate Established Duties Include: All work on substations ↑ Back to Table of Contents LINE CONSTRUCTION – GROUNDMAN Benefit Wage Duties Include All work on substations ↑ Back to Table of Contents LINE CONSTRUCTION – LINEMAN $18.22 Benefit Wage $19.96 ↑ Back to Table of Contents $30.33 $55.94 Duties Include: All work on substations ↑ Back to Table of Contents Per Diem: 0-45 mi. free 45-85 mi. + $100/day >85 mi.+ $150/day Per Diem: 0-45 mi. free 45-85 mi. + $100/day >85 mi.+ $150/day Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 13 MILLWRIGHTS Wage Benefit $45.26 $23.71 ↑ Back to Table of Contents PAINTERS Wage $25.00 Benefit No Rate Established ↑ Back to Table of Contents PILE BUCKS Wage Benefit $38.05 $16.33 Duties Include: Set up crane; set up hammer; weld tips on piles; set leads; ensure piles are driven straight with the use of level or plum bob. Give direction to crane operator as to speed, and direction of swing. Cut piles to grade. ↑ Back to Table of Contents PLUMBERS, PIPEFITTERS, AND STEAMFITTERS $46.95 $19.47 Duties Include: Assemble, install, alter, and repair pipelines or pipe systems that carry water, steam, air, other liquids or gases. Testing of piping systems, commissioning and retro- commissioning. Workers in this occupation may also install heating and cooling equipment and mechanical control systems. ↑ Back to Table of Contents Wage Benefit Zone Pay: 0-30 mi. free zone>30-60 mi. + $4.00/hr. >60 mi. + $6.00/hr. Per Diem: $110/day or employer pays for single occupancy lodging Zone Pay: 0-30 mi free zone >30-60 mi. + $4.00/hr. >60 mi. + $6.00/hr. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 14 SPRINKLER FITTERS No Rate Established Duties Include but not limited to: Any and all fire protection systems: Installation, dismantling, inspection, testing, maintenance, repairs, adjustments, and corrections of all fire protection and fire control systems, including both overhead and underground water mains, all piping, fire hydrants, standpipes, air lines, tanks, and pumps used in connection with sprinkler and alarm systems. ↑ Back to Table of Contents No Rate Established Benefit TRUCK DRIVERS Pilot Car Driver Truck Driver $32.56 $8.50 Truck drivers include but are not limited to: Combination Truck and Concrete Mixer and Transit Mixer; Dry Batch Trucks; Distributor Driver; Dumpman; Dump Trucks and similar equipment; Dumpster; Flat Trucks; Lumber Carriers; Lowboys; Pickup; Powder Truck Driver; Power Boom; Serviceman; Service Truck/Fuel Truck/Tireperson; Truck Mechanic; Trucks with Power Equipment; Warehouseman, Partsman, Cardex and Warehouse Expeditor; Water Trucks. ↑ Back to Table of Contents Wage Zone Pay: 0-30 mi. free zone >30-60 mi. + $3.05/hr. >60 mi. + $4.85/hr. Special Provision: Zone pay only applies to the Truck Driver classification. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 BIKEFILL PARK INFRASTRUCTURE MCILHATTAN ROADWAY IMPROVEMENTS Project # 22147.01 ADDITIONAL FORMS Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC C-510 Notice of Award Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. Page 1 of 1 Notice of Award Date: __________________ Project: Owner: Owner's Contract No.: Contract: Engineer's Project No.: Bidder: Bidder's Address: [send Notice of Award Certified Mail, Return Receipt Requested] You are notified that your Bid dated for the above Contract has been considered. You are the Successful Bidder and are awarded a Contract for [Indicate total Work, alternates, or sections of Work awarded.] The Contract Price of your Contract is Dollars ($ ). [Insert appropriate data if unit prices are used. Change language for cost-plus contracts.] copies of the proposed Contract Documents (except Drawings) accompany this Notice of Award. sets of the Drawings will be delivered separately or otherwise made available to you immediately. You must comply with the following conditions precedent within [15] days of the date you receive this Notice of Award. 1. Deliver to the Owner [ ] fully executed counterparts of the Contract Documents. 2. Deliver with the executed Contract Documents the Contract security [Bonds] as specified in the Instructions to Bidders (Article 20), General Conditions (Paragraph 5.01), and Supplementary Conditions (Paragraph SC-5.01). 3. Other conditions precedent: Failure to comply with these conditions within the time specified will entitle Owner to consider you in default, annul this Notice of Award, and declare your Bid security forfeited. Within ten days after you comply with the above conditions, Owner will return to you one fully executed counterpart of the Contract Documents. Owner By: Authorized Signature Title Copy to Engineer Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC C-550 Notice to Proceed Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. Page 1 of 1 Notice to Proceed Date: _________________ Project: Owner: Owner's Contract No.: Contract: Engineer's Project No.: Contractor: Contractor's Address: [send Certified Mail, Return Receipt Requested] You are notified that the Contract Times under the above Contract will commence to run on . On or before that date, you are to start performing your obligations under the Contract Documents. In accordance with Article 4 of the Agreement, the date of Substantial Completion is , and the date of readiness for final payment is [(or) the number of days to achieve Substantial Completion is , and the number of days to achieve readiness for final payment is ]. Before you may start any Work at the Site, Paragraph 2.01.B of the General Conditions provides that you and Owner must each deliver to the other (with copies to Engineer and other identified additional insureds and loss payees) certificates of insurance which each is required to purchase and maintain in accordance with the Contract Documents. Also, before you may start any Work at the Site, you must: __________________________________ [add other requirements]. Owner Given by: Authorized Signature Title Date Copy to Engineer Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Contractor's Application for Payment No.Application Period:Application Date:To (Owner):From (Contractor):Via (Engineer):Project:Contract:Owner's Contract No.:Contractor's Project No.: Engineer's Project No.:1. ORIGINAL CONTRACT PRICE...........................................................................$2. Net change by Change Orders......................................................................................$3. Current Contract Price (Line 1 ± 2)................................................................................................$4. TOTAL COMPLETED AND STORED TO DATE (Column F on Progress Estimate).............................................................................................................$5. RETAINAGE:a. XWork Completed..............................................$b. XStored Material..............................................$c.Total Retainage (Line 5a + Line 5b).........................................................................................................................................$6. AMOUNT ELIGIBLE TO DATE (Line 4 - Line 5c)....................................................................................................................$7. LESS PREVIOUS PAYMENTS (Line 6 from prior Application).........................................................................................................$8. AMOUNT DUE THIS APPLICATION....................................................................................................................................$9. BALANCE TO FINISH, PLUS RETAINAGE (Column G on Progress Estimate + Line 5 above).....................................................................................................$Contractor's Certification Payment of: $ is recommended by: Payment of: $ is approved by:By:Date: Approved by:(Date)(Line 8 or other - attach explanation of the other amount)(Engineer)(Owner)Endorsed by the Construction Specifications Institute.(Line 8 or other - attach explanation of the other amount)(Date)Funding Agency (if applicable) (Date)NumberDeductionsApplication For PaymentChange Order SummaryAdditionsNET CHANGE BYApproved Change OrdersTOTALSCHANGE ORDERSThe undersigned Contractor certifies that to the best of its knowledge: (1) all previous progress payments received from Owner on account of Work done under the Contract have been applied on account to discharge Contractor's legitimate obligations incurred in connection with Work covered by prior Applications for Payment; (2) title of all Work, materials and equipment incorporated in said Work or otherwise listed in or covered by this 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 encumbrances); and (3) all Work covered by this Application for Payment is in accordance with the Contract Documents and is not defective.EJCDC C-620 Contractor's Application for Payment© 2007 National Society of Professional Engineers for EJCDC. All rights reserved.Page 1 of 4Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Progress EstimateFor (contract):Application Number:Application Period:Application Date:ItemCDMaterials Presently Total Completed Balance to FinishThis Period Stored (not in C or D) and Stored to Date(B - F)(C + D + E)Contractor's ApplicationTotals% (F) BAGESpecification Section No.DescriptionScheduled ValueFrom Previous Application (C+D)Work CompletedBFEJCDC C-620 Contractor's Application for Payment© 2007 National Society of Professional Engineers for EJCDC. All rights reserved.Page 2 of 4Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Progress Estimate Contractor's ApplicationFor (contract):Application Number:Application Period:Application Date:Balance to Finish(B - F)TotalsTotal Completed and Stored to Date (D + E)% (F) BValueMaterials Presently Stored (not in C)Bid Item No. DescriptionE FItemBid Quantity Unit Price Bid ValueEstimated Quantity InstalledABCDEJCDC C-620 Contractor's Application for Payment© 2007 National Society of Professional Engineers for EJCDC. All rights reserved.Page 3 of 4Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Stored Material Summary Contractor's ApplicationFor (contract):Application Number:Application Period:Application Date:ABGMaterials Remainingin Storage ($)(D + E - F)TotalsStored this Month Incorporated in WorkDate (Month/Year)Amount ($)Amount ($)SubtotalDate (Month/Year)Amount ($)Invoice No.Shop Drawing Transmittal No.Materials DescriptionStored PreviouslyCD E FEJCDC C-620 Contractor's Application for Payment© 2007 National Society of Professional Engineers for EJCDC. All rights reserved.Page 4 of 4Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 CITY OF BOZEMAN ACCOUNTS PAYABLE P.O. Box 1230  Bozeman, MT 59771-1230 (406) 582-2334 WARRANT # _________ PAY TO: DATE PAID:__________________________________ WARRANT TOTAL $ _________ VENDOR # _________ DATE INVOICE # FUND ACCOUNT OBJECT PROJECT DESCRIPTION AMNT $ TOTAL $ CERTIFICATION THATGOODS OR SERVICES HAVE BEEN RECEIVED: 1._______________________________ 2. ____________________________ DEPARTMENT HEAD OF DESIGNEE APPROVAL: ________________FINANCE DEPARTMENT REVIEW: _________________ I, the undersigned, do solemnly swear, that I am of . OFFICIAL TITLE COMPANY OR CORPORATION I am authorized to sign for said claimant, and the amounts shown therein are a true and lawful claim against the City of Bozeman and wholly unpaid. Sign here: _________________ Phone SS# or Tax ID # Business License # . THE CITY OF BOZEMAN MUST HAVE YOUR SS# OR TAX ID# AND BUSINESS LICENSE NUMBER BEFORE THIS CLAIM WILL BE PROCESSED. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC C-940 Work Change Directive Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. Page 1 of 1 Work Change Directive No. Date of Issuance: Effective Date: Project: Owner: Owner's Contract No.: Contract: Date of Contract: Contractor: Engineer's Project No.: Contractor is directed to proceed promptly with the following change(s): Item No. Description Attachments (list documents supporting change): Purpose for Work Change Directive: Authorization for Work described herein to proceed on the basis of Cost of the Work due to: Nonagreement on pricing of proposed change. 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 (increase/decrease) days Recommended for Approval by Engineer: Date Authorized for Owner by: Date Received for Contractor by: Date Received by Funding Agency (if applicable): Date: Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Page 1 of 2 CHANGE ORDER No. DATE OF ISSUANCE EFFECTIVE DATE OWNER CONTRACTOR Contract: Project: OWNER's Contract No. ENGINEER ENGINEER's Contract No. You are directed to make the following changes in the Contract Documents: Description: Reason for Change Order: Attachments: (List documents supporting change) CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price $ Original Contract Times: Substantial Completion: Ready for final payment: (days or dates) Net Increase (Decrease) from previous Change Orders No. to : $ Net change from previous Change Orders No. to No. : Substantial Completion: Ready for final payment: (days) Contract Price prior to this Change Order: $ Contract Times prior to this Change Order: Substantial Completion: Ready for final payment: (days or dates) Net increase (decrease) of this Change Order: $ Net increase (decrease) this Change Order: Substantial Completion: Ready for final payment: (days) Contract Price with all approved Change Orders: $ Contract Times with all approved Change Orders: Substantial Completion: Ready for final payment: (days or dates) Contractor certifies and agrees that there are no additional costs or claims for extra work, additional time, delays or omitted items, of any nature whatsoever, associated with the subject change order items, except as identified and set forth herein and unless expressly stated otherwise in the Change Order. And further, that the price agreed-upon herein represents the full cost and value for the subject work performed and the materials supplied under the terms of the contract and that the work quantities and value were properly determined and are correct. CONTRACTOR (Authorized Signature) Date RECOMMENDED BY: APPROVED BY: (ENGINEER - Signature) Date OWNER (Authorized Signature) Date EJCDC 1910-8-B (1996 Edition Prepared by the Engineers Joint Contract Documents Committee and endorsed by The Associated General Contractors of America and the Construction Specifications Institute. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Page 2 of 2 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. 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 unnecessary 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 should be sent to the other party for approval. Engineer should make distribution of executed copies 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. Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC C-625 Certificate of Substantial Completion Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. Page 1 of 2 Certificate of Substantial Completion Project: Owner: Owner's Contract No.: Contract: Engineer's Project No.: This [tentative] [definitive] Certificate of Substantial Completion applies to: All Work under the Contract Documents: The following specified portions of the Work: Date of Substantial Completion 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 date of commencement of applicable warranties required by the Contract Documents, except as stated below. A [tentative] [definitive] list of items to be completed or corrected is attached hereto. 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. 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: Amended Responsibilities Not Amended Owner's Amended Responsibilities: Contractor's Amended Responsibilities: Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 EJCDC C-625 Certificate of Substantial Completion Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. Page 2 of 2 The following documents are attached to and made part of this Certificate: This Certificate does not constitute an acceptance of Work not in accordance with the Contract Documents nor is it a release of Contractor's obligation to complete the Work in accordance with the Contract Documents. Executed by Engineer Date Accepted by Contractor Date Accepted by Owner Date Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Docusign Envelope ID: 55F38AB6-128E-8A22-818C-73DA95009E21 Certificate Of Completion Envelope Id: 55F38AB6-128E-8A22-818C-73DA95009E21 Status: Completed Subject: Complete with Docusign: Bikefill McIlhattan Road Improvements - Contract.pdf Source Envelope: Document Pages: 211 Signatures: 3 Envelope Originator: Certificate Pages: 5 Initials: 0 Alex Newby AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-08:00) Pacific Time (US & Canada) Stamps: 1 PO Box 1230 Bozeman, MT 59771 alex.newby@bozemanmt.gov IP Address: 155.190.3.5 Record Tracking Status: Original 8/6/2026 7:34:11 AM Holder: Alex Newby alex.newby@bozemanmt.gov Location: DocuSign Security Appliance Status: Connected Pool: StateLocal Signer Events Signature Timestamp Josh Walter Josh.Walter@Kniferiver.com Construction Operations Manager Knife River - Belgrade Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 208.75.143.206 Sent: 8/6/2026 8:14:07 AM Viewed: 8/11/2026 10:03:40 AM Signed: 8/11/2026 10:13:07 AM Electronic Record and Signature Disclosure: Accepted: 8/11/2026 10:03:40 AM ID: c5207e56-8509-48a9-9c75-df0c2a8acc4b Chuck Winn chuck.winn@bozemanmt.gov City Manager 15 Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 2600:100e:b08b:5491:3dfe:c16b:f216:e225 Signed using mobile Sent: 8/11/2026 10:13:16 AM Viewed: 8/11/2026 11:19:07 AM Signed: 8/11/2026 11:20:29 AM Electronic Record and Signature Disclosure: Accepted: 8/11/2026 11:19:07 AM ID: e48b488d-7d96-4662-b764-88cf0d91e75b Alex Newby alex.newby@bozemanmt.gov Deputy City Clerk City of Bozeman Security Level: Email, Account Authentication (None) Signature Adoption: Drawn on Device Using IP Address: 155.190.3.5 Sent: 8/11/2026 11:20:39 AM Viewed: 8/11/2026 3:11:09 PM Signed: 8/11/2026 3:11:58 PM Electronic Record and Signature Disclosure: Not Offered via Docusign In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Kellen Gamradt kellen.gamradt@bozemanmt.gov Security Level: Email, Account Authentication (None) Sent: 8/6/2026 8:14:06 AM Viewed: 8/6/2026 8:42:24 AM Electronic Record and Signature Disclosure: Accepted: 8/5/2026 5:50:53 AM ID: 262331da-c854-4619-820a-b468931d6313 Michelle Chapel michelle.chapel@bozemanmt.gov Records Coordinator City Bozeman Security Level: Email, Account Authentication (None) Sent: 8/11/2026 3:12:08 PM Electronic Record and Signature Disclosure: Accepted: 2/24/2026 9:38:21 AM ID: 1fa4538c-9b38-40d2-9e1a-390aa0445f47 Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 8/6/2026 8:14:06 AM Certified Delivered Security Checked 8/11/2026 3:11:09 PM Signing Complete Security Checked 8/11/2026 3:11:58 PM Completed Security Checked 8/11/2026 3:12:09 PM Payment Events Status Timestamps Electronic Record and Signature Disclosure ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, City Manager (we, us or Company) may be required by law to provide to you certain written notices or disclosures. Described below are the terms and conditions for providing to you such notices and disclosures electronically through the DocuSign system. Please read the information below carefully and thoroughly, and if you can access this information electronically to your satisfaction and agree to this Electronic Record and Signature Disclosure (ERSD), please confirm your agreement by selecting the check-box next to ‘I agree to use electronic records and signatures’ before clicking ‘CONTINUE’ within the DocuSign system. Getting paper copies At any time, you may request from us a paper copy of any record provided or made available electronically to you by us. You will have the ability to download and print documents we send to you through the DocuSign system during and immediately after the signing session and, if you elect to create a DocuSign account, you may access the documents for a limited period of time (usually 30 days) after such documents are first sent to you. After such time, if you wish for us to send you paper copies of any such documents from our office to you, you will be charged a $0.00 per-page fee. You may request delivery of such paper copies from us by following the procedure described below. Withdrawing your consent If you decide to receive notices and disclosures from us electronically, you may at any time change your mind and tell us that thereafter you want to receive required notices and disclosures only in paper format. How you must inform us of your decision to receive future notices and disclosure in paper format and withdraw your consent to receive notices and disclosures electronically is described below. Consequences of changing your mind If you elect to receive required notices and disclosures only in paper format, it will slow the speed at which we can complete certain steps in transactions with you and delivering services to you because we will need first to send the required notices or disclosures to you in paper format, and then wait until we receive back from you your acknowledgment of your receipt of such paper notices or disclosures. Further, you will no longer be able to use the DocuSign system to receive required notices and consents electronically from us or to sign electronically documents from us. All notices and disclosures will be sent to you electronically Electronic Record and Signature Disclosure created on: 4/22/2022 3:30:54 PM Parties agreed to: Josh Walter, Chuck Winn, Kellen Gamradt, Michelle Chapel Unless you tell us otherwise in accordance with the procedures described herein, we will provide electronically to you through the DocuSign system all required notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to you during the course of our relationship with you. To reduce the chance of you inadvertently not receiving any notice or disclosure, we prefer to provide all of the required notices and disclosures to you by the same method and to the same address that you have given us. Thus, you can receive all the disclosures and notices electronically or in paper format through the paper mail delivery system. If you do not agree with this process, please let us know as described below. Please also see the paragraph immediately above that describes the consequences of your electing not to receive delivery of the notices and disclosures electronically from us. How to contact City Manager: You may contact us to let us know of your changes as to how we may contact you electronically, to request paper copies of certain information from us, and to withdraw your prior consent to receive notices and disclosures electronically as follows: To contact us by email send messages to: mmaas@bozeman.net To advise City Manager of your new email address To let us know of a change in your email address where we should send notices and disclosures electronically to you, you must send an email message to us at mmaas@bozeman.net and in the body of such request you must state: your previous email address, your new email address. We do not require any other information from you to change your email address. If you created a DocuSign account, you may update it with your new email address through your account preferences. To request paper copies from City Manager To request delivery from us of paper copies of the notices and disclosures previously provided by us to you electronically, you must send us an email to mmaas@bozeman.net and in the body of such request you must state your email address, full name, mailing address, and telephone number. We will bill you for any fees at that time, if any. To withdraw your consent with City Manager To inform us that you no longer wish to receive future notices and disclosures in electronic format you may: i. decline to sign a document from within your signing session, and on the subsequent page, select the check-box indicating you wish to withdraw your consent, or you may; ii. send us an email to mmaas@bozeman.net and in the body of such request you must state your email, full name, mailing address, and telephone number. We do not need any other information from you to withdraw consent.. The consequences of your withdrawing consent for online documents will be that transactions may take a longer time to process.. Required hardware and software The minimum system requirements for using the DocuSign system may change over time. The current system requirements are found here: https://support.docusign.com/guides/signer-guide- signing-system-requirements. Acknowledging your access and consent to receive and sign documents electronically To confirm to us that you can access this information electronically, which will be similar to other electronic notices and disclosures that we will provide to you, please confirm that you have read this ERSD, and (i) that you are able to print on paper or electronically save this ERSD for your future reference and access; or (ii) that you are able to email this ERSD to an email address where you will be able to print on paper or save it for your future reference and access. Further, if you consent to receiving notices and disclosures exclusively in electronic format as described herein, then select the check-box next to ‘I agree to use electronic records and signatures’ before clicking ‘CONTINUE’ within the DocuSign system. By selecting the check-box next to ‘I agree to use electronic records and signatures’, you confirm that:  You can access and read this Electronic Record and Signature Disclosure; and  You can print on paper this Electronic Record and Signature Disclosure, or save or send this Electronic Record and Disclosure to a location where you can print it, for future reference and access; and  Until or unless you notify City Manager as described above, you consent to receive exclusively through electronic means all notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to you by City Manager during the course of your relationship with City Manager.