EVENT_3871_-_BID_FORM.xlsx
XLSX spreadsheet 26 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 Bid Form for the City of Minneapolis Public Works Department for the W. River Road Phase 2 project (Event #3871). The project encompasses a comprehensive range of construction and infrastructure work including excavation, pavement removal and installation, utility installation and replacement, drainage structure construction, pedestrian improvements, erosion control, and landscaping. The bid form contains 91 base bid line items and 5 alternate bid line items covering quantities ranging from single units to thousands of units across various measures including linear feet, square yards, cubic yards, tons, acres, and hours. Line items include major components such as 3,297 cubic yards of common excavation, 1,569 square yards of EPDM liner, 2,193 tons of asphalt mixture (combined wearing and non-wearing course), 1,153 linear feet of various diameter ductile iron and RC pipe sewer installations, 8" water main installation, concrete pavement and walkway work totaling over 10,000 square feet, and extensive erosion control and landscaping measures. The alternate bid addresses 48" RCP storm sewer work including dewatering, pipe installation, bulkhead construction, and site restoration.
Bidders must enter unit prices for all line items in the provided Excel format for the bid to be deemed responsive; no handwritten prices are accepted. The bid form automatically calculates extended prices and grand totals, with unit prices prevailing in case of mathematical errors. Bidders must save the completed form as an Excel file and upload it through eSupplier, entering the lump sum total for both the base bid and alternate bid as line item prices in the eSupplier system. All inquiries regarding the bid form should be directed to the buyer, Mallory.Cina@minneapolismn.gov.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| EVENT_3871_-_CALL_FOR_BIDS.pdf | ||
| BID-PW-W._River_Road_Phase_2.pdf | ||
| MDCR_Bid_Docs_W._River_Parkway_Phase_2.pdf | ||
| EVENT_3871_-_ADDENDUM_2_eSUPPLIER.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_-_REVISED_BID_FORM.xlsx | XLSX spreadsheet | |
| EVENT_3871_-_ADDENDUM_1.pdf | ||
| Bidders_Solicitation_and_SUBP_List.pdf | ||
| Bidders_Solicitation_and_SUBP_List.pdf | ||
| Responsible_Contractor_A1_A2_Combined.pdf | ||
| EVENT_3871_-_ADDENDUM_3.pdf | ||
| MDCR_Bid_Docs_W._River_Parkway_Phase_2.pdf | ||
| Responsible_Contractor_A1_A2_Combined.pdf | ||
| BID-PW-W._River_Road_Phase_2.pdf |
Show all 18
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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 | |
| 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" GATE VALVE AND BOX | 6 | EACH | $ - 0 | $ - 0 |
| 46 | WATER UTILITY HOLE | 6 | EACH | $ - 0 | $ - 0 |
| 47 | 8" WATERMAIN DUCTILE IRON CL 52 | 183 | LIN FT | $ - 0 | $ - 0 |
| 48 | DUCTILE IRON FITTINGS | 1000 | POUND | $ - 0 | $ - 0 |
| 49 | CONSTRUCT DRAINAGE STRUCTURE DESIGN N | 5 | EACH | $ - 0 | $ - 0 |
| 50 | CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL 1 | 2 | EACH | $ - 0 | $ - 0 |
| 51 | CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 | 1 | EACH | $ - 0 | $ - 0 |
| 52 | CASTING ASSEMBLY | 9 | EACH | $ - 0 | $ - 0 |
| 53 | INSTALL CASTING | 1 | EACH | $ - 0 | $ - 0 |
| 54 | ADJUST FRAME AND RING CASTING | 1 | EACH | $ - 0 | $ - 0 |
| 55 | CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 | 24 | LIN FT | $ - 0 | $ - 0 |
| 56 | CONSTRUCT DRAINAGE STRUCTURE DESIGN 96-4020 | 11 | LIN FT | $ - 0 | $ - 0 |
| 57 | CONSTRUCT DRAINAGE STRUCTURE DESIGN 120-4020 | 23 | LIN FT | $ - 0 | $ - 0 |
| 58 | CONNECT INTO EXISTING STORM SEWER | 1 | EACH | $ - 0 | $ - 0 |
| 59 | RANDOM RIPRAP CLASS III | 5 | CU YD | $ - 0 | $ - 0 |
| 60 | 4" CONCRETE WALK | 9498 | SQ FT | $ - 0 | $ - 0 |
| 61 | DRILL AND GROUT REINF BAR (EPOXY COATED) | 42 | EACH | $ - 0 | $ - 0 |
| 62 | CONCRETE CURB RAMP WALK | 571 | SQ FT | $ - 0 | $ - 0 |
| 63 | CONCRETE CURB AND GUTTER DESIGN B612 (MODIFIED) | 3347 | LIN FT | $ - 0 | $ - 0 |
| 64 | TRUNCATED DOMES | 92 | SQ FT | $ - 0 | $ - 0 |
| 65 | SIGN FOUNDATION | 25 | EACH | $ - 0 | $ - 0 |
| 66 | TRAFFIC CONTROL SUPERVISOR | 1 | LUMP SUM | $ - 0 | $ - 0 |
| 67 | TRAFFIC CONTROL | 1 | LUMP SUM | $ - 0 | $ - 0 |
| 68 | ALTERNATE PEDESTRIAN ROUTE | 1 | LUMP SUM | $ - 0 | $ - 0 |
| 69 | SIGN | 102 | SQ FT | $ - 0 | $ - 0 |
| 70 | SIGN SPECIAL | 4 | SQ FT | $ - 0 | $ - 0 |
| 71 | SIGN COLLAR | 24 | EACH | $ - 0 | $ - 0 |
| 72 | TREE CONTAINER #5 | 2 | EACH | $ - 0 | $ - 0 |
| 73 | TREE CONTAINER #10 | 38 | EACH | $ - 0 | $ - 0 |
| 74 | EROSION CONTROL SUPERVISOR | 1 | LUMP SUM | $ - 0 | $ - 0 |
| 75 | STORM DRAIN INLET PROTECTION | 21 | EACH | $ - 0 | $ - 0 |
| 76 | SILT FENCE; TYPE MS | 1652 | LIN FT | $ - 0 | $ - 0 |
| 77 | SEDIMENT CONTROL LOG TYPE STRAW | 2200 | LIN FT | $ - 0 | $ - 0 |
| 78 | SOIL BED PREPARATION | 2 | ACRE | $ - 0 | $ - 0 |
| 79 | COMMON TOPSOIL BORROW | 871 | CU YD | $ - 0 | $ - 0 |
| 80 | ROOTING TOPSOIL BORROW | 549 | CU YD | $ - 0 | $ - 0 |
| 81 | BOULEVARD TOPSOIL BORROW | 1610 | CU YD | $ - 0 | $ - 0 |
| 82 | FERTILIZER TYPE 3 | 311 | POUND | $ - 0 | $ - 0 |
| 83 | ROLLED EROSION PREVENTION CATEGORY 10 | 450 | SQ YD | $ - 0 | $ - 0 |
| 84 | ROLLED EROSION PREVENTION CATEGORY 20 | 4472 | SQ YD | $ - 0 | $ - 0 |
| 85 | SEEDING | 2 | ACRE | $ - 0 | $ - 0 |
| 86 | SEED MIXTURE 33-261 | 1.4 | ACRE | $ - 0 | $ - 0 |
| 87 | SEED MIXTURE 35-622 | 0.3 | ACRE | $ - 0 | $ - 0 |
| 88 | SEED MIXTURE 25-131 | 111 | POUND | $ - 0 | $ - 0 |
| 89 | RAPID STABILIZATION METHOD 3 | 30 | M GALLON | $ - 0 | $ - 0 |
| 90 | PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUND IN | 72 | SQ FT | $ - 0 | $ - 0 |
| 91 | 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 | |||||
| 91 | DEWATERING | 1 | LUMP SUM | $ - 0 | $ - 0 |
| 92 | 48" RC PIPE SEWER DESIGN 3006 CLASS V | 188 | LIN FT | $ - 0 | $ - 0 |
| 93 | CONSTRUCT BULKHEAD | 2 | EACH | $ - 0 | $ - 0 |
| 94 | GUIDE POST TYPE B | 2 | EACH | $ - 0 | $ - 0 |
| 95 | 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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