Bid_Form_Event_4073.xlsx
XLSX spreadsheet 25 KB Posted
- Attached to
- BID-PW-35th Avenue N Flood Mitigation Project
- Solicitation number
- 0000004073
- Issued by
- Hennepin County, Minnesota
About this file
This is a bid form for the 35th Avenue N Flood Mitigation Project in Minneapolis, Minnesota, detailing line-item pricing requirements for a comprehensive infrastructure improvement project. The project encompasses extensive site preparation, removal of existing utilities and pavement, excavation, and installation of new sewer, water, and drainage infrastructure, along with concrete work, erosion control measures, and site restoration. The bid form contains 141 base line items plus two alternates, with quantities ranging from single units for lump-sum mobilization and field office costs to thousands of units for major construction elements such as 18,936 square yards of concrete pavement removal, 6,041 linear feet of storm sewer pipe removal, and 14,468 square yards of new concrete pavement placement. The form requires bidders to submit unit prices for each line item in Excel format, with all items mandatory for a bid to be considered responsive; mathematical errors will be resolved in favor of unit prices over extensions.
Bidders must enter unit prices in designated yellow cells and submit the completed Excel bid form with their eSupplier portal submission, providing a Total Base Bid Amount along with separate pricing for Alternate No. 1 (24-inch FRPP jacked sewer pipe with pilot tube guidance) and Alternate No. 2 (24-inch FRPP sewer pipe with 36-inch steel casing). The project involves significant coordination requirements, including contractor maintenance of existing sanitary sewer flows, coordination with Minneapolis Water Treatment and Distribution Services for temporary water service, and acknowledgment that the City will perform watermain removal work with the contractor responsible for hauling and disposal. No specific bid due date, award date, or contract term information is provided in the bid form itself.
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Sheet1
| Event 4073 |
| 35th Avenue N Flood Mitigation Project |
| Bid Form |
| - Enter your Company Name at the top of the bid form. |
| - Provide your price PER UNIT OF MEASURE in the yellow cell for each line item. |
| - Handwritten prices will not be accepted. Bidders must use the Excel bid form provided. |
| - Bidders must bid on all line items to be considered responsive. |
| - In the event of a mathematical error, unit prices shall prevail. |
| - Enter the Total Base Bid Amount, Alternate No. 1 Bid Amount and Alternate No. 2 Bid Amount on the specified lines in eSupplier. |
| - Attach a copy of this bid form (in Excel format) with your bid submittal. |
| Company: | |||||||
| LINE NUMBER | ITEM NUMBER | DESCRIPTION | NOTES* | UNIT OF MEASURE | ESTIMATED QUANTITY | PRICE PER UNIT OF MEASURE | EXTENSION |
| 1 | 2011.601 | VIBRATION MONITORING | LUMP SUM | 1 | $0.00 | ||
| 2 | 2021.501 | MOBILIZATION | LUMP SUM | 1 | $0.00 | ||
| 3 | 2031.502 | FIELD OFFICE | EACH | 1 | $0.00 | ||
| 4 | 2051.501 | MAINTENANCE OF HAUL ROADS | LUMP SUM | 1 | $0.00 | ||
| 5 | 2101.502 | CLEARING | EACH | 29 | $0.00 | ||
| 6 | 2101.502 | GRUBBING | EACH | 32 | $0.00 | ||
| 7 | 2104.502 | REMOVE MANHOLE OR CATCH BASIN | (1) | EACH | 120 | $0.00 | |
| 8 | 2104.502 | REMOVE MANHOLE | (1) | EACH | 17 | $0.00 | |
| 9 | 2104.502 | REMOVE CURB STOP & BOX | EACH | 19 | $0.00 | ||
| 10 | 2104.502 | REMOVE MAINTENANCE HOLE (WATER) | EACH | 6 | $0.00 | ||
| 11 | 2104.503 | SAWING CONCRETE PAVEMENT (FULL DEPTH) | LIN FT | 3211 | $0.00 | ||
| 12 | 2104.503 | SAWING BIT PAVEMENT (FULL DEPTH) | LIN FT | 8 | $0.00 | ||
| 13 | 2104.503 | REMOVE SEWER PIPE (STORM) | LIN FT | 6041 | $0.00 | ||
| 14 | 2104.503 | REMOVE SEWER PIPE (SANITARY) | LIN FT | 2419 | $0.00 | ||
| 15 | 2104.503 | REMOVE WATER SERVICE PIPE | LIN FT | 619 | $0.00 | ||
| 16 | 2104.504 | REMOVE CONCRETE DRIVEWAY PAVEMENT | SQ YD | 836 | $0.00 | ||
| 17 | 2104.504 | REMOVE CONCRETE PAVEMENT | SQ YD | 18936 | $0.00 | ||
| 18 | 2104.518 | REMOVE CONCRETE WALK | SQ FT | 15340 | $0.00 | ||
| 19 | 2104.603 | REMOVE SEWER PIPE (BRICK SANITARY) | LIN FT | 648 | $0.00 | ||
| 20 | 2104.603 | REMOVE SEWER PIPE (SANITARY - RCP EGG) | LIN FT | 652 | $0.00 | ||
| 21 | 2104.603 | REMOVE WATERMAIN | (9) | LIN FT | 475 | $0.00 | |
| 22 | 2106.507 | EXCAVATION - COMMON | CU YD | 3698.2 | $0.00 | ||
| 23 | 2106.507 | EXCAVATION - ROCK | CU YD | 20 | $0.00 | ||
| 24 | 2106.507 | EXCAVATION - MUCK | CU YD | 518 | $0.00 | ||
| 25 | 2106.507 | SELECT GRANULAR EMBANKMENT (CV) | CU YD | 1154 | $0.00 | ||
| 26 | 2106.507 | COMMON EMBANKEMENT (CV) | CU YD | 1129 | $0.00 | ||
| 27 | 2106.609 | HAUL & DISPOSE OF CONTAMINATED MATERIAL | TON | 20 | $0.00 | ||
| 28 | 2106.610 | STREET SWEEPER (WITH PICKUP BROOM) | HOUR | 1100 | $0.00 | ||
| 29 | 2211.509 | AGGREGATE BASE CLASS 5 | TON | 6300 | $0.00 | ||
| 30 | 2231.509 | BITUMINOUS PATCHING MIXTURE | (2) | TON | 10 | $0.00 | |
| 31 | 2301.502 | DOWEL BAR | EACH | 11653 | $0.00 | ||
| 32 | 2301.504 | PLACE CONCRETE PAVEMENT 8" | (3) | SQ YD | 14468 | $0.00 | |
| 33 | 2301.507 | STRUCTURAL CONCRETE | (3) | CU YD | 3208 | $0.00 | |
| 34 | 2301.602 | MANHOLE REINFORCEMENT, CONTRACTION JOINT | (4) | EACH | 22 | $0.00 | |
| 35 | 2301.602 | MANHOLE REINFORCEMENT, LONGITUDINAL JOINT | (4) | EACH | 4 | $0.00 | |
| 36 | 2301.602 | MANHOLE REINFORCEMENT, DIVERTED CONTRACTION JOINT | (4) | EACH | 53 | $0.00 | |
| 37 | 2301.602 | MANHOLE REINFORCEMENT, DIVERTED LONGITUDINAL JOINT | (4) | EACH | 11 | $0.00 | |
| 38 | 2301.602 | MANHOLE REINFORCEMENT, NO JOINTS | (4) | EACH | 30 | $0.00 | |
| 39 | 2301.602 | DRILL & GROUT REINF BAR (EPOXY COATED) | EACH | 188 | $0.00 | ||
| 40 | 2301.602 | STOPPER BAR | EACH | 310 | $0.00 | ||
| 41 | 2301.603 | PERMANENT HEADER | LIN FT | 1215 | $0.00 | ||
| 42 | 2301.603 | LONGITUDINAL JOIN (L2KTU) | LIN FT | 13534 | $0.00 | ||
| 43 | 2301.604 | CONCRETE PANEL REPAIR | (8) | SQ YD | 1033 | $0.00 | |
| 44 | 2411.602 | MINOR CONCRETE STRUCTURES (END CAP) | EACH | 21 | $0.00 | ||
| 45 | 2411.602 | MINOR CONCRETE STRUCTURES (HEADWALL) | EACH | 7 | $0.00 | ||
| 46 | 2412.503 | 6X4 PRECAST CONCRETE BOX CULVERT | LIN FT | 588 | $0.00 | ||
| 47 | 2412.503 | 6X5 PRECAST CONCRETE BOX CULVERT | LIN FT | 1110 | $0.00 | ||
| 48 | 2412.503 | 6X6 PRECAST CONCRETE BOX CULVERT | LIN FT | 252 | $0.00 | ||
| 49 | 2412.503 | 8X4 PRECAST CONCRETE BOX CULVERT | LIN FT | 379 | $0.00 | ||
| 50 | 2412.503 | 8X5 PRECAST CONCRETE BOX CULVERT | LIN FT | 1274 | $0.00 | ||
| 51 | 2412.503 | 8X6 PRECAST CONCRETE BOX CULVERT | LIN FT | 867 | $0.00 | ||
| 52 | 2412.503 | 12X5 PRECAST CONCRETE BOX CULVERT | LIN FT | 8 | $0.00 | ||
| 53 | 2451.507 | COARSE FILTER AGGREGATE (CV) | CU YD | 33.6 | $0.00 | ||
| 54 | 2451.507 | COARSE AGGREGATE BEDDING (CV) | CU YD | 3269.8 | $0.00 | ||
| 55 | 2451.602 | TUNNEL LAUNCH AND/OR RECEIVING PIT | EACH | 8 | $0.00 | ||
| 56 | 2451.602 | MANHOLE/SERVICE CONNECTION PIT | EACH | 5 | $0.00 | ||
| 57 | 2451.602 | RESCUE SHAFT | EACH | 2 | $0.00 | ||
| 58 | 2451.607 | SPECIAL FILTER AGGREGATE (CV) | CU YD | 25.9 | $0.00 | ||
| 59 | 2452.601 | EARTH RETENTION SYSTEM (TEMPORARY) | LUMP SUM | 1 | $0.00 | ||
| 60 | 2502.503 | 8" TP PIPE DRAIN | LIN FT | 256 | $0.00 | ||
| 61 | 2502.503 | 8" PERF TP PIPE DRAIN | LIN FT | 907 | $0.00 | ||
| 62 | 2502.602 | 8" TP PIPE DRAIN CLEAN OUT | EACH | 12 | $0.00 | ||
| 63 | 2503.503 | 12" PVC PIPE SEWER | LIN FT | 1352 | $0.00 | ||
| 64 | 2503.503 | 16" PVC PIPE SEWER | LIN FT | 318 | $0.00 | ||
| 65 | 2503.503 | 18" PVC PIPE SEWER | LIN FT | 245 | $0.00 | ||
| 66 | 2503.503 | 15" RC PIPE SEWER CLASS V | LIN FT | 51 | $0.00 | ||
| 67 | 2503.503 | 21" RC PIPE SEWER | LIN FT | 42 | $0.00 | ||
| 68 | 2503.503 | 24" RC PIPE SEWER | LIN FT | 496 | $0.00 | ||
| 69 | 2503.503 | 27" RC PIPE SEWER | LIN FT | 32 | $0.00 | ||
| 70 | 2503.503 | 30" RC PIPE SEWER | LIN FT | 401 | $0.00 | ||
| 71 | 2503.503 | 36" RC PIPE SEWER | LIN FT | 35 | $0.00 | ||
| 72 | 2503.503 | 42" RC PIPE SEWER | LIN FT | 241 | $0.00 | ||
| 73 | 2503.503 | 48" RC PIPE SEWER | LIN FT | 1664 | $0.00 | ||
| 74 | 2503.503 | 12" VCP PIPE SEWER | LIN FT | 315 | $0.00 | ||
| 75 | 2503.503 | 24" VCP PIPE SEWER | LIN FT | 758 | $0.00 | ||
| 76 | 2503.503 | 12" DUCTILE IRON PIPE SEWER CL 52 | LIN FT | 34 | $0.00 | ||
| 77 | 2503.503 | 16" DUCTILE IRON PIPE SEWER CL 52 | LIN FT | 57 | $0.00 | ||
| 78 | 2503.503 | 18" DUCTILE IRON PIPE SEWER CL 52 | LIN FT | 138 | $0.00 | ||
| 79 | 2503.601 | TEMPORARY BYPASS PUMPING | (5) | LUMP SUM | 1 | $0.00 | |
| 80 | 2503.601 | SETTLEMENT MONITORING | LUMP SUM | 1 | $0.00 | ||
| 81 | 2503.602 | 4" DIP SANITARY SERVICE | EACH | 24 | $0.00 | ||
| 82 | 2503.602 | 4" DIP CONCRETE ENCASED SANITARY SEWER SER | EACH | 4 | $0.00 | ||
| 83 | 2503.602 | CONNECT TO EXISTING SANITARY SEWER | EACH | 26 | $0.00 | ||
| 84 | 2503.602 | CONNECT TO EXISTING STORM SEWER | EACH | 18 | $0.00 | ||
| 85 | 2503.602 | CONNECT TO EXISTING SANITARY SEWER SER | EACH | 28 | $0.00 | ||
| 86 | 2503.603 | CONTACT GROUTING | LIN FT | 1631 | $0.00 | ||
| 87 | 2503.603 | PLUG FILL & ABANDON PIPE SEWER | LIN FT | 1222 | $0.00 | ||
| 88 | 2503.603 | 16" CONCRETE ENCASED DUCTILE IRON PIPE SEWER CL 52 | LIN FT | 68 | $0.00 | ||
| 89 | 2503.603 | 18" CONCRETE ENCASED DUCTILE IRON PIPE SEWER CL 53 | LIN FT | 69 | $0.00 | ||
| 90 | 2504.601 | TEMPORARY WATER SERVICE | (6) | LUMP SUM | 1 | $0.00 | |
| 91 | 2504.602 | CONNECT TO EXISTING WATER MAIN | EACH | 17 | $0.00 | ||
| 92 | 2504.602 | CONNECT TO EXISTING WATER SERVICE | EACH | 19 | $0.00 | ||
| 93 | 2504.602 | ADJUST WATER MANHOLES | EACH | 15 | $0.00 | ||
| 94 | 2504.602 | CURB STOP & BOX | EACH | 19 | $0.00 | ||
| 95 | 2504.602 | WATER UTILITY HOLE | (7) | EACH | 13 | $0.00 | |
| 96 | 2504.602 | CONSTRUCT WATER MAINTENANCE HOLE | EACH | 4 | $0.00 | ||
| 97 | 2504.603 | 1" TYPE K COPPER PIPE | LIN FT | 714 | $0.00 | ||
| 98 | 2504.603 | 4" HDPE PIPE SEWER | LIN FT | 488 | $0.00 | ||
| 99 | 2504.604 | 4" INSULATION | SQ YD | 213 | $0.00 | ||
| 100 | 2506.502 | CONST DRAINAGE STRUCTURE DESIGN J | EACH | 12 | $0.00 | ||
| 101 | 2506.502 | CONST DRAINAGE STRUCTURE DESIGN N | EACH | 74 | $0.00 | ||
| 102 | 2506.502 | CONST DRAINAGE STRUCTURE DESIGN SPEC 2 | EACH | 20 | $0.00 | ||
| 103 | 2506.502 | CONST DRAINAGE STRUCTURE DESIGN SPEC 3 | EACH | 3 | $0.00 | ||
| 104 | 2506.502 | CASTING ASSEMBLY | EACH | 227 | $0.00 | ||
| 105 | 2506.502 | ADJUST FRAME & RING CASTING | EACH | 9 | $0.00 | ||
| 106 | 2506.503 | CONST DRAINAGE STRUCTURE DESIGN SPEC 1 | LIN FT | 114.2 | $0.00 | ||
| 107 | 2506.503 | CONST DRAINAGE STRUCTURE DES 48-4020 | LIN FT | 555 | $0.00 | ||
| 108 | 2506.503 | CONST DRAINAGE STRUCTURE DES 60-4020 | LIN FT | 101.5 | $0.00 | ||
| 109 | 2506.503 | CONST DRAINAGE STRUCTURE DES 72-4020 | LIN FT | 26.6 | $0.00 | ||
| 110 | 2506.503 | CONST DRAINAGE STRUCTURE DES 84-4020 | LIN FT | 14.4 | $0.00 | ||
| 111 | 2506.503 | CONST DRAINAGE STRUCTURE DES 96-4020 | LIN FT | 7.2 | $0.00 | ||
| 112 | 2506.503 | CONST DRAINAGE STRUCTURE DES 144-4020 | LIN FT | 7.1 | $0.00 | ||
| 113 | 2506.601 | FILTRATION SYSTEM | LUMP SUM | 1.0 | $0.00 | ||
| 114 | 2511.504 | GEOTEXTILE FILTER TYPE 4 | SQ YD | 1181 | $0.00 | ||
| 115 | 2521.518 | 4" CONCRETE WALK | SQ FT | 1825 | $0.00 | ||
| 116 | 2521.602 | DRILL & GROUT REINF BAR (EPOXY COATED) | EACH | 1223 | $0.00 | ||
| 117 | 2521.618 | CONCRETE WALK | SQ FT | 14749 | $0.00 | ||
| 118 | 2531.503 | CONCRETE CURB & GUTTER DESIGN B524 | LIN FT | 244 | $0.00 | ||
| 119 | 2531.503 | CONCRETE CURB & GUTTER DESIGN B624 | LIN FT | 8354 | $0.00 | ||
| 120 | 2531.504 | 6" CONCRETE DRIVEWAY PAVEMENT | SQ YD | 251 | $0.00 | ||
| 121 | 2531.504 | 8" CONCRETE DRIVEWAY PAVEMENT | SQ YD | 1036 | $0.00 | ||
| 122 | 2531.603 | CONCRETE CURB DESIGN V | LIN FT | 841 | $0.00 | ||
| 123 | 2531.618 | TRUNCATED DOMES | SQ FT | 1510 | $0.00 | ||
| 124 | 2563.601 | ALTERNATE PEDESTRIAN ROUTE | LUMP SUM | 1 | $0.00 | ||
| 125 | 2563.613 | TRAFFIC CONTROL SUPERVISOR | UNIT DAY | 370 | $0.00 | ||
| 126 | 2563.613 | TRAFFIC CONTROL SPECIAL | UNIT DAY | 370 | $0.00 | ||
| 127 | 2564.602 | INSTALL SIGN COLLAR | EACH | 107 | $0.00 | ||
| 128 | 2572.602 | TREE PROTECTION | EACH | 162 | $0.00 | ||
| 129 | 2573.501 | STABILIZED CONSTRUCTION EXIT | LUMP SUM | 1 | $0.00 | ||
| 130 | 2573.501 | EROSION CONTROL SUPERVISOR | LUMP SUM | 1 | $0.00 | ||
| 131 | 2573.502 | STORM DRAIN INLET PROTECTION | EACH | 97 | $0.00 | ||
| 132 | 2574.507 | FILTER TOPSOIL BORROW | CU YD | 647 | $0.00 | ||
| 133 | 2574.508 | FERTILIZER TYPE 1 | POUND | 286 | $0.00 | ||
| 134 | 2574.609 | COMMON TOPSOIL BORROW A | TON | 1515 | $0.00 | ||
| 135 | 2575.504 | SODDING TYPE LAWN | SQ YD | 6851 | $0.00 | ||
| 136 | 2575.504 | ROLLED EROSION PREVENTION CATEGORY 20 | SQ YD | 6842 | $0.00 | ||
| 137 | 2575.505 | SEEDING | ACRE | 1.5 | $0.00 | ||
| 138 | 2575.523 | WATER | M GALLON | 541 | $0.00 | ||
| 139 | 2575.608 | SEED OATS | POUND | 146 | $0.00 | ||
| 140 | 2582.503 | 12" SOLID LINE PREF THERMO GR IN | LIN FT | 32 | $0.00 | ||
| 141 | 2582.518 | CROSSWALK PREF THERMO GR IN | SQ FT | 100 | $0.00 | ||
| Total Base Bid Amount → | $0.00 | ||||||
| Enter the Total Base Bid Amount as your bid price on Line # 1 in the eSupplier portal. |
| Pricing information for the two (2) Alternates listed below are for owner review and selection. | |||||||
| ALL BID LINES MUST BE COMPLETED | |||||||
| Alternate No. 1 | |||||||
| LINE NUMBER | ITEM NUMBER | DESCRIPTION | NOTES | UNIT OF MEASURE | ESTIMATED QUANTITY | PRICE PER UNIT OF MEASURE | EXTENSION |
| 142 | 2503.603 | 24" FRPP (JACKED W/ PILOT TUBE GUIDANCE) SEWER | LIN FT | 1631 | $0.00 | ||
| 143 | 2503.602 | PILOT TUBE REALIGNMENT | EACH | 1 | $0.00 | ||
| Alternate No. 1 Bid Amount → | $0.00 | ||||||
| Enter the Alternate No. 1 Bid Amount as your bid price on Line # 2 in the eSupplier portal. |
| Alternate No. 2 | |||||||
| LINE NUMBER | ITEM NUMBER | DESCRIPTION | NOTES | UNIT OF MEASURE | ESTIMATED QUANTITY | PRICE PER UNIT OF MEASURE | EXTENSION |
| 144 | 2503.603 | 24" FRPP SEWER | LIN FT | 1631 | $0.00 | ||
| 145 | 2503.603 | 36" STEEL CASING (JACKED) | LIN FT | 1631 | $0.00 | ||
| 146 | 2503.603 | BACKFIL GROUTING | LIN FT | 1631 | $0.00 | ||
| Alternate No. 2 Bid Amount → | $0.00 | ||||||
| Enter the Alternate No. 2 Bid Amount as your bid price on Line # 3 in the eSupplier portal. | |||||||
| *NOTES | |||||||
| 1 | INCLUDES REMOVAL OF CASTING. | ||||||
| 2 | MIXTURE TO BE TYPE SP 9.5 WEARING COURSE MIXTURE (5,L). | ||||||
| 3 | REINFORCEMENT BARS (EPOXY COATED) IN LONGITUDINAL JOINTS AND SAWING AND SEALING OF ALL JOINTS IS CONSIDERED INCIDENTAL. | ||||||
| 4 | REFER TO MNDOT STANDARD PLAN 5-297.221 FOR REINFORCEMENT DETAILS. | ||||||
| 5 | CONTRACTOR TO MAINTAIN EXISTING FLOWS IN SANITARY SEWER SYSTEM AND SANITARY SERVICES. | ||||||
| 6 | CONTRACTOR TO COORDINATE TEMPORARY WATER SERVICE WITH MINNEAPOLIS WATER TREATMENT AND DISTRIBUTION SERVICES. | ||||||
| CONTRACTOR TO EXCAVATE AND BACKFILL EXISTING AND PROPOSED WATERMAIN OFFSET. WATERMAIN WORK TO BE PERFORMED BY CITY OF MINNEAPOLIS PUBLIC | |||||||
| 7 | WORKS WATER TREATMENT AND DISTRIBUTION SERVICES. | ||||||
| 8 | INCLUDES AGGREGATE BASE, CONCRETE, AND ANY REINFORCEMENT REQUIRED TO REPAIR CONCRETE AS DIRECTED BY ENGINEER. | ||||||
| 9 | CITY OF MINNEAPOLIS TO PERFORM WATERMAIN REMOVAL WORK, CONTRACTOR IS RESPONSIBLE FOR HAULING AND DISPOSAL OF CUT OUT WATERMAIN. |
File details come from the government source that posted it. Updated .