EVENT_3871_-_REVISED_BID_FORM.xlsx
XLSX spreadsheet 28 KB Posted
- Attached to
- BID-PW-W. River Road Phase 2 State and local contract opportunity
- Solicitation number
- 0000003871
- Issued by
- Hennepin County, Minnesota
About this file
This is a revised bid form for the City of Minneapolis Department of Public Works soliciting competitive sealed bids for the West River Road Phase 2 public works construction project (Event #3871) in Hennepin County, Minnesota. The project encompasses comprehensive infrastructure work including excavation of 3,297 cubic yards of common material, removal and installation of bituminous pavement, utility installation and replacement, drainage structure construction, pedestrian improvements including 9,498 square feet of concrete walks, erosion control measures, and landscaping. The bid form contains 94 line items for the base bid and 5 line items for an alternate bid related to 48-inch reinforced concrete pipe storm sewer work. Significant quantities include 1,569 square yards of EPDM liner, 2,193 tons of asphalt mixture, 1,153 linear feet of sewer pipe installations, 3,347 linear feet of concrete curb and gutter, and extensive water main installations. Bids must be submitted electronically through the City's eSupplier Portal on a lump sum basis by May 27, 2026, at 1:00 PM CDT, with a mandatory virtual pre-bid meeting scheduled for May 14, 2026, at 10:00 AM. Written questions must be submitted by May 18, 2026, at 12:00 PM, with addenda posted by May 20, 2026. Substantial project completion is targeted for July 2, 2027.
Bidders must submit all pricing in the provided Excel format with unit prices for each line item; mathematical errors default to the unit price prevailing. A bid deposit of 5 percent of the total proposed bid amount and performance and payment bonds equal to 100 percent of the contract amount are required. The project is subject to prevailing wage requirements ranging from $22.08 to $61.28 per hour for wages plus fringe benefits, as well as Minneapolis Living Wage Ordinance requirements for contracts valued at $100,000 or more. The City has established Small and Underutilized Business Program (SUBP) goals of 5 percent Minority Business Enterprise (MBE) and 8 percent Women Business Enterprise (WBE) participation, with aspirational workforce goals of 20 percent female and 32 percent minority employment. Bidders must submit a completed Bidders, Solicitation, and SUBP Commitment List with their initial bid, and non-apparent low bidders must submit final SUBP commitment documentation and letters of intent for MBE/WBE subcontractors by 5:00 PM on the first business day following bid opening. All contractors must submit a Responsible Contractor Verification and Certification of Compliance Form with first-tier subcontractor listings and verify compliance with workers' compensation, unemployment insurance, licensing, prevailing wage laws, and non-debarment requirements. Required insurance includes Workers Compensation, Commercial General Liability of $2,000,000 general aggregate, Commercial Automobile Liability of $1,000,000 per accident, and Builders Risk insurance. Questions regarding the bid form should be directed to Mallory Cina at mallory.cina@minneapolismn.gov.
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Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| EVENT_3871_-_CALL_FOR_BIDS.pdf | ||
| EVENT_3871_-_BID_FORM.xlsx | XLSX spreadsheet | |
| BID-PW-W._River_Road_Phase_2.pdf | ||
| MDCR_Bid_Docs_W._River_Parkway_Phase_2.pdf | ||
| EVENT_3871_-_ADDENDUM_2_eSUPPLIER.pdf | ||
| Bidders_Solicitation_and_SUBP_List.pdf | ||
| Bidders_Solicitation_and_SUBP_List.pdf | ||
| Responsible_Contractor_A1_A2_Combined.pdf | ||
| EVENT_3871_-_ADDENDUM_3.pdf | ||
| List_of_MBE_and_WBE_Firms.xls | XLS spreadsheet | |
| Wage_Decision_-_Highway___Heavy.pdf | ||
| List_of_MBE_and_WBE_Firms.xls | XLS spreadsheet | |
| Wage_Decision_-_Highway___Heavy.pdf | ||
| EVENT_3871_-_CALL_FOR_BIDS.pdf | ||
| EVENT_3871_-_ADDENDUM_1.pdf | ||
| MDCR_Bid_Docs_W._River_Parkway_Phase_2.pdf | ||
| Responsible_Contractor_A1_A2_Combined.pdf | ||
| BID-PW-W._River_Road_Phase_2.pdf |
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Text version
BID FORM
| CITY OF MINNEAPOLIS BID FORM | |||||
| UHT: W. RIVER ROAD PHASE 2 | |||||
| EVENT #3871 | |||||
| BID FORM INFORMATION: | |||||
| - Enter company name below in blue "Company" field. | |||||
| - Fill in all fields shaded in blue in order to be deemed as responsive. | |||||
| - A Unit Price must be entered for all line items to be considered responsive. No handwritten prices will be accepted. | |||||
| - The Bid Form spreadsheet will auto-calculate the Extended Price and Grand Total. | |||||
| - In the event of a mathematical error on the Bid Form, the Unit Price shall prevail. | |||||
| - The Bid Form must be filled out in the provided Excel format and an Excel copy attached with the bid response. | |||||
| COMPANY: | |||||
| LINE ITEM | DESCRIPTION | ESTIMATED QUANTITY | UNIT OF MEASURE (UOM) | UNIT PRICE | EXTENDED PRICE |
| 1 | AS BUILT | 1 | LUMP SUM | $ - 0 | $ - 0 |
| 2 | MOBILIZATION | 1 | LUMP SUM | $ - 0 | $ - 0 |
| 3 | FIELD OFFICE (TYPE D) | 1 | EACH | $ - 0 | $ - 0 |
| 4 | REMOVE DRAINAGE STRUCTURE | 1 | EACH | $ - 0 | $ - 0 |
| 5 | REMOVE SIGN | 1 | EACH | $ - 0 | $ - 0 |
| 6 | SALVAGE CASTING | 1 | EACH | $ - 0 | $ - 0 |
| 7 | ABANDON WATER MAIN | 1 | EACH | $ - 0 | $ - 0 |
| 8 | SAWING BITUMINOUS PAVEMENT (FULL DEPTH) | 162 | LIN FT | $ - 0 | $ - 0 |
| 9 | REMOVE SEWER PIPE (STORM) | 8 | LIN FT | $ - 0 | $ - 0 |
| 10 | REMOVE CURB AND GUTTER | 162 | LIN FT | $ - 0 | $ - 0 |
| 11 | REMOVE BITUMINOUS PAVEMENT | 186 | SQ YD | $ - 0 | $ - 0 |
| 12 | EXCAVATION - COMMON | 3297 | CU YD | $ - 0 | $ - 0 |
| 13 | GRANULAR EMBANKMENT (CV) | 494 | CU YD | $ - 0 | $ - 0 |
| 14 | COMMON EMBANKMENT (CV) | 1659 | CU YD | $ - 0 | $ - 0 |
| 15 | DEWATERING | 1 | LUMP SUM | $ - 0 | $ - 0 |
| 16 | POTHOLE EXISTING UTLITY | 1 | EACH | $ - 0 | $ - 0 |
| 17 | EXCAVATION SPECIAL | 300 | CU YD | $ - 0 | $ - 0 |
| 18 | HAUL AND DISPOSE OF EXCAVATED MATERIAL | 300 | TON | $ - 0 | $ - 0 |
| 19 | HAUL AND DISPOSE OF CONTAMINATED MATERIAL | 465 | TON | $ - 0 | $ - 0 |
| 20 | EPDM LINER | 1569 | SQ YD | $ - 0 | $ - 0 |
| 21 | STREET SWEEPER (WITH PICKUP BROOM) | 50 | HOUR | $ - 0 | $ - 0 |
| 22 | WATER | 30 | M GALLON | $ - 0 | $ - 0 |
| 23 | AGGREGATE BASE (CV) CLASS 5 | 1106 | CU YD | $ - 0 | $ - 0 |
| 24 | MILL BITUMINOUS SURFACE | 75 | SQ YD | $ - 0 | $ - 0 |
| 25 | DRILL AND GROUT REINF BAR (EPOXY COATED) | 36 | EACH | $ - 0 | $ - 0 |
| 26 | CONCRETE PAVEMENT (SPECIAL) | 137 | SQ YD | $ - 0 | $ - 0 |
| 27 | SAWED AND SEALED JOINT | 60 | LIN FT | $ - 0 | $ - 0 |
| 28 | TYPE SP 12.5 WEARING COURSE MIXTURE (5;L) | 877 | TON | $ - 0 | $ - 0 |
| 29 | TYPE SP 12.5 NON WEARING COURSE MIXTURE (4;L) | 1316 | TON | $ - 0 | $ - 0 |
| 30 | RETAINING WALL, NATURAL STONE | 60 | SQ FT | $ - 0 | $ - 0 |
| 31 | CONSTRUCTION ACCESS | 1 | LUMP SUM | $ - 0 | $ - 0 |
| 32 | COARSE FILTER AGGREGATE (CV) | 65 | CU YD | $ - 0 | $ - 0 |
| 33 | 12" RC PIPE APRON | 1 | EACH | $ - 0 | $ - 0 |
| 34 | 18" RC PIPE APRON | 1 | EACH | $ - 0 | $ - 0 |
| 35 | 24" RC PIPE APRON | 1 | EACH | $ - 0 | $ - 0 |
| 36 | ENGERGY DISSIPATION STRUCTURE | 3 | EACH | $ - 0 | $ - 0 |
| 37 | 8" PVC PIPE DRAIN CLEANOUT | 5 | EACH | $ - 0 | $ - 0 |
| 38 | 12" DUCTILE IRON PIPE SEWER CL 55 | 694 | LIN FT | $ - 0 | $ - 0 |
| 39 | 12" RC PIPE SEWER DESIGN 3006 CLASS V | 259 | LIN FT | $ - 0 | $ - 0 |
| 40 | 18" RC PIPE SEWER DESIGN 3006 CLASS V | 216 | LIN FT | $ - 0 | $ - 0 |
| 41 | 24" RC PIPE SEWER DESIGN 3006 CLASS V | 42 | LIN FT | $ - 0 | $ - 0 |
| 42 | 8" PVC PIPE SEWER SCH80 | 942 | LIN FT | $ - 0 | $ - 0 |
| 43 | 4.0" HDPE FORCEMAIN | 89 | LIN FT | $ - 0 | $ - 0 |
| 44 | HYDRANT | 6 | EACH | $ - 0 | $ - 0 |
| 45 | 6" SLEEVE | 6 | EACH | $ - 0 | $ - 0 |
| 46 | 8" SLEEVE | 2 | EACH | $ - 0 | $ - 0 |
| 47 | 6" GATE VALVE AND BOX | 6 | EACH | $ - 0 | $ - 0 |
| 48 | WATER UTILITY HOLE | 8 | EACH | $ - 0 | $ - 0 |
| 49 | 6" WATERMAIN DUCTILE IRON CL 52 | 97 | LIN FT | $ - 0 | $ - 0 |
| 50 | 8" WATERMAIN DUCTILE IRON CL 52 | 192 | LIN FT | $ - 0 | $ - 0 |
| 51 | DUCTILE IRON FITTINGS | 1000 | POUND | $ - 0 | $ - 0 |
| 52 | CONSTRUCT DRAINAGE STRUCTURE DESIGN N | 5 | EACH | $ - 0 | $ - 0 |
| 53 | CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 | 2 | EACH | $ - 0 | $ - 0 |
| 54 | CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 | 1 | EACH | $ - 0 | $ - 0 |
| 55 | CASTING ASSEMBLY | 9 | EACH | $ - 0 | $ - 0 |
| 56 | INSTALL CASTING | 1 | EACH | $ - 0 | $ - 0 |
| 57 | ADJUST FRAME AND RING CASTING | 1 | EACH | $ - 0 | $ - 0 |
| 58 | CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 | 24.4 | LIN FT | $ - 0 | $ - 0 |
| 59 | CONSTRUCT DRAINAGE STRUCTURE DESIGN 96-4020 | 10.8 | LIN FT | $ - 0 | $ - 0 |
| 60 | CONSTRUCT DRAINAGE STRUCTURE DESIGN 120-4020 | 22.8 | LIN FT | $ - 0 | $ - 0 |
| 61 | CONNECT INTO EXISTING STORM SEWER | 2 | EACH | $ - 0 | $ - 0 |
| 62 | RANDOM RIPRAP CLASS III | 5 | CU YD | $ - 0 | $ - 0 |
| 63 | 4" CONCRETE WALK | 9498 | SQ FT | $ - 0 | $ - 0 |
| 64 | DRILL AND GROUT REINF BAR (EPOXY COATED) | 42 | EACH | $ - 0 | $ - 0 |
| 65 | CONCRETE CURB RAMP WALK | 571 | SQ FT | $ - 0 | $ - 0 |
| 66 | CONCRETE CURB AND GUTTER DESIGN B612 (MODIFIED) | 3347 | LIN FT | $ - 0 | $ - 0 |
| 67 | TRUNCATED DOMES | 92 | SQ FT | $ - 0 | $ - 0 |
| 68 | SIGN FOUNDATION | 25 | EACH | $ - 0 | $ - 0 |
| 69 | TRAFFIC CONTROL SUPERVISOR | 1 | LUMP SUM | $ - 0 | $ - 0 |
| 70 | TRAFFIC CONTROL | 1 | LUMP SUM | $ - 0 | $ - 0 |
| 71 | ALTERNATE PEDESTRIAN ROUTE | 1 | LUMP SUM | $ - 0 | $ - 0 |
| 72 | SIGN | 102 | SQ FT | $ - 0 | $ - 0 |
| 73 | SIGN SPECIAL | 4 | SQ FT | $ - 0 | $ - 0 |
| 74 | SIGN COLLAR | 24 | EACH | $ - 0 | $ - 0 |
| 75 | TREE CONTAINER #5 | 2 | EACH | $ - 0 | $ - 0 |
| 76 | TREE CONTAINER #10 | 38 | EACH | $ - 0 | $ - 0 |
| 77 | EROSION CONTROL SUPERVISOR | 1 | LUMP SUM | $ - 0 | $ - 0 |
| 78 | STORM DRAIN INLET PROTECTION | 21 | EACH | $ - 0 | $ - 0 |
| 79 | SILT FENCE; TYPE MS | 1652 | LIN FT | $ - 0 | $ - 0 |
| 80 | SEDIMENT CONTROL LOG TYPE STRAW | 2200 | LIN FT | $ - 0 | $ - 0 |
| 81 | SOIL BED PREPARATION | 2.0 | ACRE | $ - 0 | $ - 0 |
| 82 | COMMON TOPSOIL BORROW | 871 | CU YD | $ - 0 | $ - 0 |
| 83 | ROOTING TOPSOIL BORROW | 549 | CU YD | $ - 0 | $ - 0 |
| 84 | BOULEVARD TOPSOIL BORROW | 1610 | CU YD | $ - 0 | $ - 0 |
| 85 | FERTILIZER TYPE 3 | 311 | POUND | $ - 0 | $ - 0 |
| 86 | ROLLED EROSION PREVENTION CATEGORY 10 | 450 | SQ YD | $ - 0 | $ - 0 |
| 87 | ROLLED EROSION PREVENTION CATEGORY 20 | 4472 | SQ YD | $ - 0 | $ - 0 |
| 88 | SEEDING | 2.0 | ACRE | $ - 0 | $ - 0 |
| 89 | SEED MIXTURE 33-261 | 1.4 | ACRE | $ - 0 | $ - 0 |
| 90 | SEED MIXTURE 35-622 | 0.3 | ACRE | $ - 0 | $ - 0 |
| 91 | SEED MIXTURE SPECIAL | 222 | POUND | $ - 0 | $ - 0 |
| 92 | RAPID STABILIZATION METHOD 3 | 30 | M GALLON | $ - 0 | $ - 0 |
| 93 | PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUND IN | 72 | SQ FT | $ - 0 | $ - 0 |
| 94 | CROSSWALK PREFORM TAPE GROUND IN | 264 | SQ FT | $ - 0 | $ - 0 |
| BIDDERS: ENTER THE LUMP SUM FROM THIS BID FORM AS THE LINE ITEM BID PRICE IN ESUPPLIER. SAVE THIS BID FORM AS AN EXCEL FILE & UPLOAD THE BID FORM WHERE INSTRUCTED TO DO SO IN ESUPPLIER. IF YOU HAVE ANY QUESTIONS REGARDING THIS BID FORM, PLEASE EMAIL THE BUYER, MALLORY.CINA@MINNEAPOLISMN.GOV. | TOTAL: BASE BID | $ - 0 |
| ALTERNATE - 48" RCP STORM SEWER | |||||
| 95 | DEWATERING | 1 | LUMP SUM | $ - 0 | $ - 0 |
| 96 | 48" RC PIPE SEWER DESIGN 3006 CLASS V | 188 | LIN FT | $ - 0 | $ - 0 |
| 97 | CONSTRUCT BULKHEAD | 2 | EACH | $ - 0 | $ - 0 |
| 98 | GUIDE POST TYPE B | 2 | EACH | $ - 0 | $ - 0 |
| 99 | SITE RESTORATION | 1 | EACH | $ - 0 | $ - 0 |
| BIDDERS: ENTER THE LUMP SUM FROM THIS BID FORM AS THE LINE ITEM BID PRICE IN ESUPPLIER. SAVE THIS BID FORM AS AN EXCEL FILE & UPLOAD THE BID FORM WHERE INSTRUCTED TO DO SO IN ESUPPLIER. IF YOU HAVE ANY QUESTIONS REGARDING THIS BID FORM, PLEASE EMAIL THE BUYER, MALLORY.CINA@MINNEAPOLISMN.GOV. | TOTAL: ALTERNATE | $ - 0 |
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