Bid_Form_-_Event_4250.xlsx
XLSX spreadsheet 21 KB Posted
- Solicitation number
- 0000004250
- Issued by
- Hennepin County, Minnesota
About this file
This is a Bid Form for the City of Minneapolis Public Works Department's 18th Ave S. Bridge over Midtown Greenway Bridge Reconstruction project in Minnesota. The project encompasses a comprehensive range of construction activities, including precondition surveys, construction surveying, vibration monitoring, and as-built documentation. The scope includes mobilization efforts, clearing and grubbing operations, removal of existing infrastructure (lighting units, manholes, catch basins, signs, pavement, pipes, curbs, retaining walls, fences, and conduit systems), excavation and embankment work, base course materials, bituminous and concrete paving, structural concrete work with reinforcement bars, bridge elements including prestressed concrete beams and bearing assemblies, approach panels, masonry reconstruction, micropiling operations, ornamental metal railings, drainage and sewer systems, utility adjustments, concrete walks and driveways, landscaping elements, conduit systems and lighting installations, traffic control measures, signage, erosion control, sediment management, seeding and sodding, and pavement marking restoration. The bid form contains 142 line items with specified quantities ranging from fractional units to thousands of units.
All pricing must be submitted in Excel format with unit prices entered for every line item; mathematical errors default to unit price governance. Line item 8 (Trainees at $1.00 per hour for 800 hours) is pre-populated and locked, resulting in a fixed $800.00 extension that serves as the minimum total bid amount. No handwritten prices are accepted, and the spreadsheet automatically calculates the total bid amount based on entered unit prices multiplied by quantities. The bidder must provide their company name on the form, and all pricing must align between the individual bid form and the event line amount submission. This project requires detailed cost estimation across diverse construction disciplines including civil, structural, utility, landscaping, and environmental work.
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Text version
Sheet1
| Bid Form | ||||||||
| 18th Ave S bridge over Midtown Greenway Bridge | ||||||||
| Event #4250 | ||||||||
| Bidder Name: ___________________________________________________ | ||||||||
| A Valid bid response shall include the following: | ||||||||
| 1. The Bid Form must be filled out in Excel and attached to the 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. | ||||||||
| 2. Enter your pricing in the Unit Price column. In the event of a mathematical error, the unit price shall govern. | ||||||||
| 3. Unit pricing must be entered for all line items. | ||||||||
| 4. Please enter your company name above. | ||||||||
| NO. | ITEM NO. | ITEM DESCRIPTION | UNIT | QUANTITY | UNIT PRICE | EXTENSION | ||
| 1 | 2011.601 | PRECONDITION SURVEY | LUMP SUM | 1 | $0.00 | |||
| 2 | 2011.601 | CONSTRUCTION SURVEYING | LUMP SUM | 1 | $0.00 | |||
| 3 | 2011.601 | VIBRATION MONITORING | LUMP SUM | 1 | $0.00 | |||
| 4 | 2011.601 | AS BUILT | LUMP SUM | 1 | $0.00 | |||
| 5 | 2021.501 | MOBILIZATION | LUMP SUM | 1 | $0.00 | |||
| 6 | 2021.601 | MOBILIZATION BRIDGE | LUMP SUM | 1 | $0.00 | |||
| 7 | 2031.502 | FIELD OFFICE | EACH | 1 | $0.00 | |||
| 8 | 2041.61 | TRAINEES | HOUR | 800 | $1.00 | $800.00 | (cell locked) | |
| 9 | 2051.501 | MAINT AND RESTORATION OF HAUL ROADS | LUMP SUM | 1 | $0.00 | |||
| 10 | 2101.502 | CLEARING | EACH | 3 | $0.00 | |||
| 11 | 2101.502 | GRUBBING | EACH | 3 | $0.00 | |||
| 12 | 2101.505 | CLEARING | ACRE | 0.02 | $0.00 | |||
| 13 | 2101.505 | GRUBBING | ACRE | 0.02 | $0.00 | |||
| 14 | 2104.502 | REMOVE LIGHTING UNIT | EACH | 1 | $0.00 | |||
| 15 | 2104.502 | REMOVE MANHOLE OR CATCH BASIN | EACH | 1 | $0.00 | |||
| 16 | 2104.502 | REMOVE CASTING | EACH | 1 | $0.00 | |||
| 17 | 2104.502 | REMOVE SIGN | EACH | 4 | $0.00 | |||
| 18 | 2104.502 | REMOVE LIGHT FOUNDATION | EACH | 1 | $0.00 | |||
| 19 | 2104.503 | SAWING CONCRETE PAVEMENT (FULL DEPTH) | LIN FT | 40 | $0.00 | |||
| 20 | 2104.503 | SAWING BITUMINOUS PAVEMENT (FULL DEPTH) | LIN FT | 170 | $0.00 | |||
| 21 | 2104.503 | REMOVE SEWER PIPE (SANITARY) | LIN FT | 10 | $0.00 | |||
| 22 | 2104.503 | REMOVE PIPE SEWERS | LIN FT | 50 | $0.00 | |||
| 23 | 2104.503 | REMOVE CURB AND GUTTER | LIN FT | 330 | $0.00 | |||
| 24 | 2104.503 | REMOVE RETAINING WALL | LIN FT | 22 | $0.00 | |||
| 25 | 2104.503 | REMOVE CHAIN LINK FENCE | LIN FT | 290 | $0.00 | |||
| 26 | 2104.503 | REMOVE CONDUIT SYSTEM | LIN FT | 70 | $0.00 | |||
| 27 | 2104.503 | SALVAGE FENCE | LIN FT | 730 | $0.00 | |||
| 28 | 2104.504 | REMOVE BITUMINOUS PAVEMENT | SQ YD | 730 | $0.00 | |||
| 29 | 2104.518 | REMOVE CONCRETE WALK | SQ FT | 2640 | $0.00 | |||
| 30 | 2104.518 | REMOVE CONCRETE DRIVEWAY PAVEMENT | SQ FT | 500 | $0.00 | |||
| 31 | 2104.601 | REMOVE REGULATED WASTE MATERIAL (BRIDGE) | LUMP SUM | 1 | $0.00 | |||
| 32 | 2104.601 | SALVAGE MISCELLANEOUS STRUCTURES | LUMP SUM | 1 | $0.00 | |||
| 33 | 2104.604 | SALVAGE LANDSCAPE ROCK | SQ YD | 40 | $0.00 | |||
| 34 | 2104.618 | SALVAGE BRICK PAVERS | SQ FT | 20 | $0.00 | |||
| 35 | 2106.507 | EXCAVATION - COMMON | (P) | CU YD | 307 | $0.00 | ||
| 36 | 2106.507 | SELECT GRANULAR EMBANKMENT MOD 7% (CV) | (P) | CU YD | 2027 | $0.00 | ||
| 37 | 2106.507 | COMMON EMBANKMENT (CV) | (P) | CU YD | 955 | $0.00 | ||
| 38 | 2106.607 | EXCAVATION SPECIAL | (P) | CU YD | 150 | $0.00 | ||
| 39 | 2106.609 | HAUL & DISPOSE OF CONTAMINATED MATERIAL | TON | 250 | $0.00 | |||
| 40 | 2106.609 | HAUL & DISPOSE OF CONTAMINATED SOIL | TON | 250 | $0.00 | |||
| 41 | 2118.507 | AGGREGATE SURFACING (CV) CLASS 5 | CU YD | 10 | $0.00 | |||
| 42 | 2123.61 | STREET SWEEPER (WITH PICKUP BROOM) | HOUR | 50 | $0.00 | |||
| 43 | 2130.523 | WATER | MGAL | 50 | $0.00 | |||
| 44 | 2211.507 | AGGREGATE BASE (CV) CLASS 5 | CU YD | 210 | $0.00 | |||
| 45 | 2231.604 | BITUMINOUS PATCH SPECIAL | SQ YD | 100 | $0.00 | |||
| 46 | 2331.603 | JOINT ADHESIVE | LIN FT | 330 | $0.00 | |||
| 47 | 2357.506 | BITUMINOUS MATERIAL FOR TACK COAT | GALLON | 80 | $0.00 | |||
| 48 | 2360.504 | TYPE SP 9.5 WEAR CRS MIX (3,B) 2.0" THICK | SQ YD | 200 | $0.00 | |||
| 49 | 2360.509 | TYPE SP 12.5 WEARING COURSE MIX (5,E) | TON | 110 | $0.00 | |||
| 50 | 2360.509 | TYPE SP 12.5 NON WEARING COURSE MIX (5,E) | TON | 110 | $0.00 | |||
| 51 | 2401.503 | TYPE MOD P-1 BARRIER CONC (3S52) | (P) | LIN FT | 248 | $0.00 | ||
| 52 | 2401.507 | STRUCTURAL CONCRETE (1G52) | (P) | CU YD | 144 | $0.00 | ||
| 53 | 2401.507 | STRUCTURAL CONCRETE (3B52) | (P) | CU YD | 396 | $0.00 | ||
| 54 | 2401.508 | REINFORCEMENT BARS | (P) | POUND | 14180 | $0.00 | ||
| 55 | 2401.508 | REINFORCEMENT BARS (EPOXY COATED) | (P) | POUND | 74130 | $0.00 | ||
| 56 | 2401.508 | REINFORCEMENT BARS (STAINLESS-75KSI) | (P) | POUND | 580 | $0.00 | ||
| 57 | 2401.518 | SIDEWALK CONCRETE (3S52) | (P) | SQ FT | 3206 | $0.00 | ||
| 58 | 2401.518 | BRIDGE SLAB CONCRETE (3YHPC-M) | (P) | SQ FT | 5221 | $0.00 | ||
| 59 | 2401.601 | STRUCTURE EXCAVATION | LUMP SUM | 1 | $0.00 | |||
| 60 | 2401.601 | SLOPE PREPARATION | LUMP SUM | 1 | $0.00 | |||
| 61 | 2401.618 | SPECIAL SURFACE FINISH (INPLACE) | SQ FT | 1050 | $0.00 | |||
| 62 | 2402.502 | ELASTOMERIC BEARING PAD | (P) | EACH | 10 | $0.00 | ||
| 63 | 2402.502 | BEARING ASSEMBLY | (P) | EACH | 10 | $0.00 | ||
| 64 | 2405.503 | PRESTRESSED CONCRETE BEAMS 30MH | (P) | LIN FT | 1010 | $0.00 | ||
| 65 | 2406.504 | BRIDGE APPROACH PANELS | SQ YD | 113 | $0.00 | |||
| 66 | 2411.602 | RECONSTRUCT MASONRY STRUCTURE | EACH | 1 | $0.00 | |||
| 67 | 2411.604 | PRECAST ARCHITECTURAL PANELS | SQ YD | 74 | $0.00 | |||
| 68 | 2411.618 | MODULAR BLOCK RETAINING WALL | SQ FT | 60 | $0.00 | |||
| 69 | 2433.502 | ANCH TYPE REINF BARS (TYPE L) | EACH | 152 | $0.00 | |||
| 70 | 2433.507 | REMOVE CONCRETE | CU YD | 33 | $0.00 | |||
| 71 | 2433.601 | TEMPORARY STRUCTURAL SUPPORT | LUMP SUM | 1 | $0.00 | |||
| 72 | 2433.618 | SILANE 100 PERCENT | SQ FT | 4895 | $0.00 | |||
| 73 | 2433.618 | HISTORIC CONCRETE SURFACE REPAIR | SQ FT | 150 | $0.00 | |||
| 74 | 2442.501 | REMOVE EXISTING BRIDGE | LUMP SUM | 1 | $0.00 | |||
| 75 | 2451.507 | GRANULAR BEDDING (CV) | CU YD | 30 | $0.00 | |||
| 76 | 2452.502 | PILE LOAD TEST TYPE 1 | EACH | 2 | $0.00 | |||
| 77 | 2452.601 | EARTH RETENTION SYSTEM (TEMPORARY) | LUMP SUM | 1 | $0.00 | |||
| 78 | 2452.503 | 12" MICROPILING | LIN FT | 2459 | $0.00 | |||
| 79 | 2452.606 | SUPPLEMENTAL MICROPILE GROUT | GALLON | 1000 | $0.00 | |||
| 80 | 2475.503 | ORNAMENTAL METAL RAILING TYPE SPECIAL | LIN FT | 248 | $0.00 | |||
| 81 | 2502.501 | DRAINAGE SYSTEM TYPE (B910) | LUMP SUM | 1 | $0.00 | |||
| 82 | 2503.503 | 12" PVC PIPE SEWER SDR 35 | LIN FT | 10 | $0.00 | |||
| 83 | 2503.602 | CONNECT TO EXISTING SANITARY SEWER | EACH | 1 | $0.00 | |||
| 84 | 2504.602 | ADJUST GATE VALVE & BOX | EACH | 3 | $0.00 | |||
| 85 | 2504.602 | ADJUST WATER MANHOLES | EACH | 4 | $0.00 | |||
| 86 | 2506.502 | ADJUST FRAME AND RING CASTING | EACH | 2 | $0.00 | |||
| 87 | 2506.603 | CONSTRUCT 48" DIA SAN MANHOLE | LIN FT | 14.8 | $0.00 | |||
| 88 | 2511.507 | GROUTED RIPRAP | (P) | CU YD | 240 | $0.00 | ||
| 89 | 2521.518 | 6" CONCRETE WALK | SQ FT | 1940 | $0.00 | |||
| 90 | 2521.518 | 6" COLORED CONCRETE WALK | SQ FT | 530 | $0.00 | |||
| 91 | 2521.518 | 8" COLORED CONCRETE WALK | SQ FT | 100 | $0.00 | |||
| 92 | 2521.602 | DRILL AND GROUT REINF BAR (EPOXY COATED) | EACH | 50 | $0.00 | |||
| 93 | 2531.503 | CONCRETE CURB AND GUTTER DESIGN B624 | LIN FT | 320 | $0.00 | |||
| 94 | 2531.504 | 8" CONCRETE DRIVEWAY PAVEMENT | SQ YD | 30 | $0.00 | |||
| 95 | 2531.603 | CONCRETE CURB DESIGN V | LIN FT | 10 | $0.00 | |||
| 96 | 2531.618 | TRUNCATED DOMES | SQ FT | 120 | $0.00 | |||
| 97 | 2540.604 | INSTALL LANDSCAPE ROCK | SQ YD | 40 | $0.00 | |||
| 98 | 2540.618 | INSTALL BRICK PAVERS | SQ FT | 20 | $0.00 | |||
| 99 | 2545.501 | CONDUIT SYSTEM | LUMP SUM | 1 | $0.00 | |||
| 100 | 2545.502 | LIGHTING UNIT TYPE SPECIAL | EACH | 1 | $0.00 | |||
| 101 | 2545.502 | LIGHTING UNIT TYPE SPECIAL 1 | EACH | 1 | $0.00 | |||
| 102 | 2545.502 | UNDERPASS LUMINAIRES TYPE L | EACH | 3 | $0.00 | |||
| 103 | 2545.502 | LIGHT FOUNDATION DESIGN E | EACH | 1 | $0.00 | |||
| 104 | 2545.502 | HANDHOLE | EACH | 2 | $0.00 | |||
| 105 | 2545.503 | 1.25" NON-METALLIC CONDUIT | LIN FT | 400 | $0.00 | |||
| 106 | 2545.503 | 2" NON-METALLIC CONDUIT | LIN FT | 400 | $0.00 | |||
| 107 | 2545.503 | UNDERGROUND WIRE 1/C 10 AWG | LIN FT | 1000 | $0.00 | |||
| 108 | 2545.601 | TEMPORARY LIGHTING SYSTEM | LUMP SUM | 1 | $0.00 | |||
| 109 | 2545.603 | TRACER WIRE | LIN FT | 770 | $0.00 | |||
| 110 | 2550.601 | COMMUNICATION SITE | LUMP SUM | 1 | $0.00 | |||
| 111 | 2557.503 | WIRE FENCE DESIGN 72V-9322 | LIN FT | 70 | $0.00 | |||
| 112 | 5557.603 | INSTALL FENCE | LIN FT | 15 | $0.00 | |||
| 113 | 2557.601 | CHAIN LINK SAFETY FENCE | LUMP SUM | 1 | $0.00 | |||
| 114 | 2563.601 | TRAFFIC CONTROL SUPERVISOR | LUMP SUM | 1 | $0.00 | |||
| 115 | 2563.601 | TRAFFIC CONTROL | LUMP SUM | 1 | $0.00 | |||
| 116 | 2563.601 | TRAFFIC CONTROL (SPECIAL) | LUMP SUM | 1 | $0.00 | |||
| 117 | 2563.601 | ALTERNATE PEDESTRIAN ROUTE | LUMP SUM | 1 | $0.00 | |||
| 118 | 2563.61 | POLICE OFFICER | HOUR | 100 | $0.00 | |||
| 119 | 2564.518 | SIGN | SQ FT | 24.22 | $0.00 | |||
| 120 | 2564.518 | SIGN PANEL | SQ FT | 11 | $0.00 | |||
| 121 | 2571.502 | ORNAMENTAL TREE 1.5" CAL B&B | EACH | 6 | $0.00 | |||
| 122 | 2572.503 | TEMPORARY FENCE | LIN FT | 500 | $0.00 | |||
| 123 | 2572.602 | TREE PRUNING | EACH | 4 | $0.00 | |||
| 124 | 2573.501 | EROSION CONTROL SUPERVISOR | LUMP SUM | 1 | $0.00 | |||
| 125 | 2573.502 | STORM DRAIN INLET PROTECTION | EACH | 7 | $0.00 | |||
| 126 | 2573.503 | SILT FENCE, TYPE HI | LIN FT | 150 | $0.00 | |||
| 127 | 2573.503 | SEDIMENT CONTROL LOG TYPE WOOD FIBER | LIN FT | 500 | $0.00 | |||
| 128 | 2574.505 | SUBSOILING | ACRE | 0.14 | $0.00 | |||
| 129 | 2574.505 | SOIL BED PREPARATION | ACRE | 0.14 | $0.00 | |||
| 130 | 2574.507 | COMMON TOPSOIL BORROW | CU YD | 75 | $0.00 | |||
| 131 | 2574.508 | FERTILIZER TYPE 3 | POUND | 28 | $0.00 | |||
| 132 | 2575.504 | SODDING TYPE SALT TOLERANT | SQ YD | 166 | $0.00 | |||
| 133 | 2575.504 | ROLLED EROSION PREVENTION CATEGORY 30 | SQ YD | 273 | $0.00 | |||
| 134 | 2575.505 | SEEDING | ACRE | 0.06 | $0.00 | |||
| 135 | 2575.505 | WEED SPRAYING | ACRE | 0.03 | $0.00 | |||
| 136 | 2575.506 | WEED SPRAY MIXTURE | GALLON | 0.05 | $0.00 | |||
| 137 | 2575.523 | WATER | MGAL | 50 | $0.00 | |||
| 138 | 2575.523 | RAPID STABILIZATION METHOD 3 | MGAL | 0.84 | $0.00 | |||
| 139 | 2575.608 | SEED SOUTHERN TALLGRASS ROADSIDE | LB | 1.56 | $0.00 | |||
| 140 | 2580.601 | PAVEMENT MARKING RESTORATION | LUMP SUM | 1 | $0.00 | |||
| 141 | 2582.603 | PAVEMENT MARKING SPECIAL | LIN FT | 310 | $0.00 | |||
| 142 | 2582.618 | PAVEMENT MARKING SPECIAL | SQ FT | 220 | $0.00 | |||
| Total Bid Amount: | $800.00 |
File details come from the government source that posted it. Updated .