Revised_Bid_Form_-_Event_4226.xlsx
XLSX spreadsheet 16 KB Posted
- Attached to
- Bid-PW Bloomington Ave/Minnehaha Pkwy HSIP
- Solicitation number
- 0000004226
- Issued by
- Hennepin County, Minnesota
About this file
This is a revised bid form for the City of Minneapolis Public Works Department's Bloomington Avenue/Minnehaha Parkway Highway Safety Improvement Program (HSIP) project. The project encompasses approximately 130 line items including construction surveying, mobilization, clearing and grubbing, removal of existing pavement and infrastructure, excavation, aggregate base and concrete pavement installation, sewer and water utility pipe installation, drainage structure construction, concrete walk and curb-and-gutter work, bicycle racks, traffic control systems, tree protection, sodding, and pavement markings. Quantities vary significantly across line items, ranging from single units for some items to thousands of units for others, such as 19,435 square feet for 4-inch concrete walk and 5,034 square yards for pavement removal. Sealed bids are due October 21, 2026 at 2:00 PM CDT, with a pre-bid meeting scheduled for October 1, 2026 at 10:00 AM via Microsoft Teams. Bids must be submitted to the City of Minneapolis Procurement Office at 505 Fourth Avenue South, Room 310, Minneapolis, Minnesota 55415.
Bidders must complete the bid form in Excel format with all unit prices entered in the designated column; the spreadsheet will auto-calculate the total bid amount, and failure to complete all unit prices will result in a non-responsive bid. All bids exceeding $50,000 require submission of a Responsible Contractor Verification and Certification of Compliance Form, a completed non-collusion affidavit, and a bid deposit of at least 5 percent of the total bid amount. A Disadvantaged Business Enterprise (DBE) goal of 8.3 percent applies, with all DBE firms required to be certified through the Minnesota Unified Certification Program by the proposal due date, and apparent low bidders must submit required DBE documentation within five business days following bid opening. Prevailing wage and civil rights compliance requirements under Minneapolis Code of Ordinances Title 7 apply, with construction workforce aspirational goals of 20 percent female participation and 32 percent minority participation. If awarded, contractors must secure Performance and Payment Bonds. Questions should be directed to Duane Hansen at 612-673-2197 or duane.hansen@minneapolismn.gov.
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Text version
Sheet1
| Revised Bid Form |
| Event 4226- Bloomington Ave/Minnehaha Pkwy HSIP |
| Supplier Name: _____________________________________________ |
| A Valid bid response shall include the following: |
| The Bid Form must be filled out in Excel and attached to your bid response. “Total Bid Amount” on Event Line Amount equals the "Total Bid Amount" on your Bid Form. No handwritten prices will be accepted. The spreadsheet will auto-calculate the Total Bid Amount. |
| Enter your pricing in the Unit Price column. In the event of a mathematical error, the unit price shall govern. |
| All unit prices must be filled out, if all unit prices are not filled out your bid will be considered Non responsive. |
| Please enter your company name above. |
| Item No. | Item Description | Unit | Quantity | Unit Price | Total Price | |
| 2011.601 | CONSTRUCTION SURVEYING | LUMP SUM | 1 | $ - 0 | ||
| 2021.501 | MOBILIZATION | LUMP SUM | 1 | $ - 0 | ||
| 2041.610 | TRAINEES | HOUR | 475 | $ 1.00 | $ 475.00 | Unit price locked - Trainees |
| 2101.502 | CLEARING | EACH | 2 | $ - 0 | ||
| 2101.502 | GRUBBING | EACH | 2 | $ - 0 | ||
| 2104.502 | REMOVE MANHOLE | EACH | 11 | $ - 0 | ||
| 2104.502 | REMOVE CATCH BASIN | EACH | 17 | $ - 0 | ||
| 2104.502 | REMOVE HYDRANT | EACH | 4 | $ - 0 | ||
| 2104.502 | REMOVE SIGN | EACH | 24 | $ - 0 | ||
| 2104.502 | REMOVE BICYCLE RACK | EACH | 10 | $ - 0 | ||
| 2104.502 | SALVAGE SIGN | EACH | 2 | $ - 0 | ||
| 2104.502 | SALVAGE SIGN PANEL | EACH | 6 | $ - 0 | ||
| 2104.503 | SAWING CONCRETE PAVEMENT | LIN FT | 835 | $ - 0 | ||
| 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 245 | $ - 0 | ||
| 2104.503 | REMOVE WATER MAIN | LIN FT | 34 | $ - 0 | ||
| 2104.503 | REMOVE SEWER PIPE (STORM) | LIN FT | 680 | $ - 0 | ||
| 2104.503 | REMOVE CURB & GUTTER | LIN FT | 2601 | $ - 0 | ||
| 2104.504 | REMOVE CONCRETE WALK | SQ YD | 1572 | $ - 0 | ||
| 2104.504 | REMOVE PAVEMENT | SQ YD | 5034 | $ - 0 | ||
| 2104.504 | REMOVE CONCRETE DRIVEWAY PAVEMENT | SQ YD | 45 | $ - 0 | ||
| 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 1370 | $ - 0 | ||
| 2104.518 | REMOVE BITUMINOUS WALK | SQ FT | 522 | $ - 0 | ||
| 2106.507 | EXCAVATION - COMMON | CU YD | 2551 | $ - 0 | ||
| 2106.507 | COMMON EMBANKMENT (CV) | CU YD | 145 | $ - 0 | ||
| 2211.507 | AGGREGATE BASE (LV) CLASS 5 | CU YD | 1578 | $ - 0 | ||
| 2301.503 | INTEGRANT CURB DESIGN B6 | LIN FT | 260 | $ - 0 | ||
| 2301.504 | CONCRETE PAVEMENT 10.0" | SQ YD | 873 | $ - 0 | ||
| 2301.602 | DRILL & GROUT REINF BAR (EPOXY COATED) | EACH | 212 | $ - 0 | ||
| 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (5;L) | TON | 1164 | $ - 0 | ||
| 2360.509 | TYPE SP 12.5 NON WEAR COURSE MIX (4;L) | TON | 1045 | $ - 0 | ||
| 2501.602 | BULKHEAD CULVERT | EACH | 4 | $ - 0 | ||
| 2503.503 | 12" PVC PIPE SEWER | LIN FT | 264 | $ - 0 | ||
| 2503.503 | 15" PVC PIPE SEWER | LIN FT | 215 | $ - 0 | ||
| 2503.503 | 15" RC PIPE SEWER CLASS V | LIN FT | 133 | $ - 0 | ||
| 2503.602 | CONNECT TO EXISTING STORM SEWER | EACH | 5 | $ - 0 | ||
| 2504.602 | CONNECT TO EXISTING WATER MAIN | EACH | 4 | $ - 0 | ||
| 2504.602 | INSTALL HYDRANT | EACH | 4 | $ - 0 | ||
| 2504.602 | 6" VALVE BOX | EACH | 4 | $ - 0 | ||
| 2504.602 | WATER UTILITY HOLE | EACH | 8 | $ - 0 | ||
| 2504.603 | 6" WATERMAIN DUCTILE IRON CL 52 | LIN FT | 32 | $ - 0 | ||
| 2506.502 | CONST DRAINAGE STRUCTURE DESIGN N | EACH | 9 | $ - 0 | ||
| 2506.502 | CASTING ASSEMBLY | EACH | 19 | $ - 0 | ||
| 2506.502 | ADJUST FRAME & RING CASTING | EACH | 14 | $ - 0 | ||
| 2506.503 | CONST DRAINAGE STRUCTURE DES 48-4020 | LIN FT | 32.9 | $ - 0 | ||
| 2506.503 | CONST DRAINAGE STRUCTURE DES 60-4020 | LIN FT | 12.8 | $ - 0 | ||
| 2506.503 | CONST DRAINAGE STRUCTURE DES 72-4020 | LIN FT | 4.6 | $ - 0 | ||
| 2506.602 | CONNECT INTO EXISTING DRAINAGE STRUCTURE | EACH | 1 | $ - 0 | ||
| 2521.518 | 4" CONCRETE WALK | SQ FT | 19435 | $ - 0 | ||
| 2521.602 | DRILL & GROUT REINF BAR (EPOXY COATED) | EACH | 1210 | $ - 0 | ||
| 2521.618 | 4" CONCRETE WALK SPECIAL | SQ FT | 1190 | $ - 0 | ||
| 2521.618 | 6" CONCRETE WALK SPECIAL | SQ FT | 168 | $ - 0 | ||
| 2521.618 | CONCRETE CURB RAMP WALK | SQ FT | 5641 | $ - 0 | ||
| 2531.503 | CONCRETE CURB & GUTTER DESIGN B612 (MOD) | LIN FT | 795 | $ - 0 | ||
| 2531.504 | 8" CONCRETE DRIVEWAY PAVEMENT | SQ YD | 35 | $ - 0 | ||
| 2531.603 | LINEAR TACTILE STRIPS | LIN FT | 250 | $ - 0 | ||
| 2531.603 | CONCRETE CURB & GUTTER | LIN FT | 2095 | $ - 0 | ||
| 2531.603 | CONCRETE CURB DESIGN V | LIN FT | 50 | $ - 0 | ||
| 2531.618 | TRUNCATED DOMES | SQ FT | 784 | $ - 0 | ||
| 2540.602 | BICYCLE RACK | EACH | 10 | $ - 0 | ||
| 2563.601 | TRAFFIC CONTROL | LUMP SUM | 1 | $ - 0 | ||
| 2563.601 | ALTERNATE PEDESTRIAN ROUTE | LUMP SUM | 1 | $ - 0 | ||
| 2564.502 | INSTALL SIGN PANEL | EACH | 2 | $ - 0 | ||
| 2564.502 | INSTALL SIGN | EACH | 6 | $ - 0 | ||
| 2564.502 | DELINEATOR / MARKER | EACH | 13 | $ - 0 | ||
| 2564.518 | SIGN | SQ FT | 80 | $ - 0 | ||
| 2564.518 | SIGN PANEL | SQ FT | 1.5 | $ - 0 | ||
| 2564.602 | SIGN COLLAR | EACH | 24 | $ - 0 | ||
| 2565.501 | TRAFFIC CONTROL INTERCONNECT | LUMP SUM | 1 | $ - 0 | ||
| 2565.516 | TRAFFIC CONTROL SIGNAL SYSTEM A | SYSTEM | 1 | $ - 0 | ||
| 2565.516 | TRAFFIC CONTROL SIGNAL SYSTEM B | SYSTEM | 1 | $ - 0 | ||
| 2565.516 | TRAFFIC CONTROL SIGNAL SYSTEM C | SYSTEM | 1 | $ - 0 | ||
| 2565.516 | TRAFFIC CONTROL SIGNAL SYSTEM D | SYSTEM | 1 | $ - 0 | ||
| 2571.602 | TREE PROTECTION | EACH | 32 | $ - 0 | ||
| 2573.502 | STORM DRAIN INLET PROTECTION | EACH | 32 | $ - 0 | ||
| 2575.504 | SODDING TYPE SALT TOLERANT | SQ YD | 1026 | $ - 0 | ||
| 2582.503 | 4" SOLID LINE MULTI COMP | LIN FT | 162 | $ - 0 | ||
| 2582.503 | 6" SOLID LINE MULTI COMP | LIN FT | 51 | $ - 0 | ||
| 2582.503 | 8" SOLID LINE MULTI COMP | LIN FT | 9 | $ - 0 | ||
| 2582.503 | 4" BROKEN LINE MULTI COMP | LIN FT | 183 | $ - 0 | ||
| 2582.503 | 24" SOLID LINE PREF TAPE GR IN | LIN FT | 249 | $ - 0 | ||
| 2582.518 | PAVT MSSG PREF THERMO GR IN | SQ FT | 18 | $ - 0 | ||
| 2582.518 | CROSSWALK PREF THERMO GR IN | SQ FT | 2090 | $ - 0 | ||
| 2582.618 | PAVEMENT MARKING SPECIAL 2 | SQ FT | 172 | $ - 0 | ||
| 2582.618 | PAVEMENT MARKING SPECIAL 3 | SQ FT | 112 | $ - 0 | ||
| 2582.618 | PAVEMENT MARKING SPECIAL 4 | SQ FT | 12 | $ - 0 |
Total Bid Amount. Please enter this amount on line 1 on the eSupplier Portal $ 475.00
File details come from the government source that posted it. Updated .