Event_4339_-_Bid_Form.xlsx
XLSX spreadsheet 17 KB Posted
- Attached to
- BID-PW - Folwell Safe Routes to School
- Solicitation number
- 0000004339
- Issued by
- Hennepin County, Minnesota
About this file
This is a Bid Form document for the South-Folwell Safe Routes to School project in Minnesota. The form serves as the submission vehicle for contractors bidding on this public works opportunity. The document appears designed to capture standard bidding information required for the competitive procurement process, including bidder identification, project understanding, and formal bid submission requirements. Specific details regarding project scope, quantities, timelines, site visits, and bidders' conferences would be contained in associated solicitation documents referenced alongside this form.
The Bid Form establishes the framework for pricing submission and bid evaluation criteria for the Safe Routes to School initiative. This form would typically require bidders to provide cost proposals, certifications of eligibility, and acknowledgment of project specifications. As a standardized Excel-based submission tool, the form ensures consistency across all bid responses and facilitates comparative evaluation of competing proposals. Additional procurement details including funding sources, contract term, and specific award criteria would be outlined in the comprehensive solicitation package accompanying this bid form.
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Text version
Sheet1
| Bid Form - Event 4339 | |
| South-Folwell Safe Routes to School | |
| Bidder Name: | ___________________________________________________________________________________________________________________________________________________ |
| SP 141-591-016 | |
| Minneapolis Project No. 600D10090 | |
| Instructions | |
| Enter your Company name in the "Bidder Name" field at the top of the bid form. | |
| All requested "Unit Price" fields must be completed on the bid form to be considered responsive. | |
| The bid form will auto-calculate the "Total Base Bid Amount." Submit the amount in YELLOW as your bid amount in eSupplier. | |
| Attach the completed bid form in Excel format with your bid. | |
| In the event of any discrepancy or mathematical error, the Unit Price shall prevail. |
ITEM NO ITEM DESCRIPTION UNITS UNIT COST TOTAL EST. QUANTITY TOTAL EST. COST
| 2021.501 | MOBILIZATION | LUMP SUM | $ - 0 | 1 | $ - 0 |
| 2101.502 | CLEARING | EACH | $ - 0 | 2 | $ - 0 |
| 2101.502 | GRUBBING | EACH | $ - 0 | 2 | $ - 0 |
| 2102.518 | PAVEMENT MARKING REMOVAL | SQ FT | $ - 0 | 5514 | $ - 0 |
| 2104.502 | REMOVE CATCH BASIN | EACH | $ - 0 | 8 | $ - 0 |
| 2104.502 | REMOVE DELINEATOR/MARKER | EACH | $ - 0 | 145 | $ - 0 |
| 2104.502 | REMOVE SIGN | EACH | $ - 0 | 61 | $ - 0 |
| 2104.502 | REMOVE SIGN PANEL | EACH | $ - 0 | 3 | $ - 0 |
| 2104.502 | REMOVE SIGN PANEL SPECIAL | EACH | $ - 0 | 58 | $ - 0 |
| 2104.502 | SALVAGE SIGN | EACH | $ - 0 | 7 | $ - 0 |
| 2104.503 | SAWING CONCRETE PAVEMENT (FULL DEPTH) | LIN FT | $ - 0 | 644 | $ - 0 |
| 2104.503 | SAWING BITUMINOUS PAVEMENT (FULL DEPTH) | LIN FT | $ - 0 | 3036 | $ - 0 |
| 2104.503 | REMOVE SEWER PIPE (STORM) | LIN FT | $ - 0 | 148 | $ - 0 |
| 2104.503 | REMOVE CURB AND GUTTER | LIN FT | $ - 0 | 2184 | $ - 0 |
| 2104.504 | REMOVE CONCRETE WALK | SQ YD | $ - 0 | 1875 | $ - 0 |
| 2104.504 | REMOVE CONCRETE DRIVEWAY PAVEMENT | SQ YD | $ - 0 | 18 | $ - 0 |
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | $ - 0 | 1905 | $ - 0 |
| 2106.507 | EXCAVATION - COMMON | CU YD | $ - 0 | 1219 | $ - 0 |
| 2106.507 | COMMON EMBANKMENT (CV) | CU YD | $ - 0 | 261 | $ - 0 |
| 2130.523 | WATER | M GALLON | $ - 0 | 73 | $ - 0 |
| 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | $ - 0 | 615 | $ - 0 |
| 2232.504 | MILL BITUMINOUS SURFACE | SQ YD | $ - 0 | 323 | $ - 0 |
| 2301.503 | INTEGRANT CURB DESIGN B | LIN FT | $ - 0 | 174 | $ - 0 |
| 2301.504 | CONCRETE PAVEMENT 8.0" | SQ YD | $ - 0 | 284 | $ - 0 |
| 2331.603 | SAWED AND SEALED JOINT | LIN FT | $ - 0 | 271 | $ - 0 |
| 2360.504 | TYPE SP 12.5 WEARING COURSE MIXTURE (4,L) | SQ YD | $ - 0 | 1084 | $ - 0 |
| 2411.603 | CONCRETE STEPS-DESIGN SPECIAL | LIN FT | $ - 0 | 4 | $ - 0 |
| 2503.503 | 12" PVC PIPE SEWER | LIN FT | $ - 0 | 268 | $ - 0 |
| 2503.602 | CONNECT TO EXISTING STORM SEWER | EACH | $ - 0 | 1 | $ - 0 |
| 2503.602 | CONNECT INTO EXISTING DRAINAGE STRUCTURE | EACH | $ - 0 | 5 | $ - 0 |
| 2503.603 | PLUG FILL AND ABANDON PIPE SEWER | LIN FT | $ - 0 | 50 | $ - 0 |
| 2504.602 | ADJUST VALVE BOX | EACH | $ - 0 | 1 | $ - 0 |
| 2506.502 | CONSTRUCT DRAINAGE STRUCTURE DESIGN N | EACH | $ - 0 | 9 | $ - 0 |
| 2506.502 | CASTING ASSEMBLY | EACH | $ - 0 | 22 | $ - 0 |
| 2506.502 | ADJUST FRAME AND RING CASTING | EACH | $ - 0 | 22 | $ - 0 |
| 2506.503 | RECONSTRUCT DRAINAGE STRUCTURE | LIN FT | $ - 0 | 2.0 | $ - 0 |
| 2521.518 | 4" CONCRETE WALK | SQ FT | $ - 0 | 7280 | $ - 0 |
| 2521.518 | 6" CONCRETE WALK SPECIAL | SQ FT | $ - 0 | 8466 | $ - 0 |
| 2521.602 | DRILL AND GROUT REINF BAR (EPOXY COATED) | EACH | $ - 0 | 794 | $ - 0 |
| 2521.618 | CONCRETE CURB RAMP WALK | SQ FT | $ - 0 | 4806 | $ - 0 |
| 2531.503 | CONCRETE CURB AND GUTTER DESIGN B612 | LIN FT | $ - 0 | 3 | $ - 0 |
| 2531.503 | CONCRETE CURB AND GUTTER DESIGN B624 | LIN FT | $ - 0 | 1318 | $ - 0 |
| 2531.503 | CONCRETE CURB DESIGN SPECIAL | LIN FT | $ - 0 | 275 | $ - 0 |
| 2531.504 | CONCRETE MEDIAN | SQ YD | $ - 0 | 295 | $ - 0 |
| 2531.504 | 8" CONCRETE DRIVEWAY PAVEMENT | SQ YD | $ - 0 | 150 | $ - 0 |
| 2531.603 | CONCRETE SILL | LIN FT | $ - 0 | 669 | $ - 0 |
| 2531.603 | CONCRETE CURB AND GUTTER | LIN FT | $ - 0 | 892 | $ - 0 |
| 2531.603 | CONCRETE CURB DESIGN V | LIN FT | $ - 0 | 552 | $ - 0 |
| 2531.618 | TRUNCATED DOMES | SQ FT | $ - 0 | 1149 | $ - 0 |
| 2540.602 | ADJUST MONUMENT COVER | EACH | $ - 0 | 2 | $ - 0 |
| 2550.502 | SIGN FOUNDATION | EACH | $ - 0 | 105 | $ - 0 |
| 2563.601 | TRAFFIC CONTROL SUPERVISOR | LUMP SUM | $ - 0 | 1 | $ - 0 |
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | $ - 0 | 1 | $ - 0 |
| 2564.502 | INSTALL SIGN PANEL | EACH | $ - 0 | 3 | $ - 0 |
| 2564.502 | INSTALL SIGN | EACH | $ - 0 | 4 | $ - 0 |
| 2564.502 | DELINEATOR/MARKER | EACH | $ - 0 | 5 | $ - 0 |
| 2564.502 | DELINEATOR/MARKER PANEL | EACH | $ - 0 | 33 | $ - 0 |
| 2564.518 | SIGN | SQ FT | $ - 0 | 749 | $ - 0 |
| 2564.602 | SIGN COLLAR | EACH | $ - 0 | 31 | $ - 0 |
| 2564.602 | DELINEATOR TYPE SPECIAL | EACH | $ - 0 | 15 | $ - 0 |
| 2564.618 | SIGN SPECIAL | SQ FT | $ - 0 | 123 | $ - 0 |
| 2565.616 | PEDESTRIAN CROSSWALK FLASHER SYSTEM | SYSTEM | $ - 0 | 1 | $ - 0 |
| 2565.616 | REVISE SIGNAL SYSTEM | SYSTEM | $ - 0 | 1 | $ - 0 |
| 2571.602 | TREE PROTECTION | EACH | $ - 0 | 60 | $ - 0 |
| 2573.501 | EROSION CONTROL SUPERVISOR | LUMP SUM | $ - 0 | 1 | $ - 0 |
| 2573.502 | STORM DRAIN INLET PROTECTION | EACH | $ - 0 | 119 | $ - 0 |
| 2573.503 | SILT FENCE, TYPE HI | LIN FT | $ - 0 | 821 | $ - 0 |
| 2573.503 | SEDIMENT CONTROL LOG TYPE COMPOST | LIN FT | $ - 0 | 40 | $ - 0 |
| 2575.523 | RAPID STABILIZATION METHOD 3 | M GALLON | $ - 0 | 2.5 | $ - 0 |
| 2582.503 | 12" SOLID LINE MULTI-COMPONENT | LIN FT | $ - 0 | 113 | $ - 0 |
| 2582.503 | 4" BROKEN LINE MULTI-COMPONENT | LIN FT | $ - 0 | 210 | $ - 0 |
| 2582.503 | 4" DOUBLE SOLID LINE MULTI-COMPONENT | LIN FT | $ - 0 | 1185 | $ - 0 |
| 2582.503 | 4" SOLID LINE PREFORM TAPE GROUND IN | LIN FT | $ - 0 | 379 | $ - 0 |
| 2582.503 | 6" SOLID LINE PREFORM TAPE GROUND IN | LIN FT | $ - 0 | 508 | $ - 0 |
| 2582.503 | 24" SOLID LINE PREFORM TAPE GROUND IN | LIN FT | $ - 0 | 36 | $ - 0 |
| 2582.503 | 4" BROKEN LINE PREFORM TAPE GROUND IN | LIN FT | $ - 0 | 60 | $ - 0 |
| 2582.518 | PAVEMENT MESSAGE PREFORM THERMOPLASTIC GROUND IN | SQ FT | $ - 0 | 2133 | $ - 0 |
| 2582.518 | CROSSWALK PREFORM THERMOPLASTIC GROUND IN | SQ FT | $ - 0 | 635 | $ - 0 |
| TOTAL | $ - 0 |
File details come from the government source that posted it. Updated .