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 bid form for the City of Minneapolis Public Works Department's Bloomington Ave/Minnehaha Pkwy HSIP (Highway Safety Improvement Program) project in Minnesota. The project encompasses a comprehensive roadway reconstruction and improvement initiative involving demolition, utility work, pavement installation, drainage improvements, and traffic control measures. The bid form contains approximately 130 line items with quantities ranging from single units to several thousand units, including construction surveying, mobilization, clearing and grubbing, removal of existing infrastructure (manholes, catch basins, hydrants, signs, bicycle racks), pavement and concrete removal, excavation, aggregate base installation, concrete pavement installation, sewer and water utility pipe installation, drainage structure construction, concrete walk installation, curb and gutter work, bicycle racks, traffic control systems, tree protection, sodding, and pavement markings.
All bids must be submitted using the provided Excel spreadsheet with unit prices entered in the designated column; the spreadsheet automatically calculates the total bid amount. Bidders must complete all unit price fields, as incomplete bids will be deemed non-responsive. Handwritten prices are not acceptable. The trainee labor rate is locked at $1.00 per hour for 475 hours. In the event of mathematical errors, the unit price shall govern over the calculated total. The total bid amount from the form must correspond to the total bid amount submitted on the eSupplier Portal. All unit prices must be provided for materials, labor, equipment, and incidentals necessary to complete the project in accordance with specifications and contract documents.
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Text version
Sheet1
| 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 (4;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 .