Bid Tab Sheet (STATE) (2).xlsx
XLSX spreadsheet 21 KB Posted
- Solicitation number
- RFB 605 2700000074 1
- Issued by
- Kentucky
About this file
Summary
This is a Bid Tab Sheet for the Kentucky Department of Transportation (KDOT) for Bridge Maintenance & Repair on State Projects D 1-8 & 10-11. The sheet documents bidding information for multiple bridge maintenance and repair projects across designated state routes and locations. The document appears to serve as an official record of submitted bids, bidder information, and pricing for the competitive solicitation process. The projects involve routine and preventative maintenance activities on state-owned bridge infrastructure, with specific work scopes assigned to different project designations to facilitate organized contractor selection and project execution.
The bid tab sheet contains columns for bidder names, bid amounts, and project-specific pricing breakdowns, allowing for systematic comparison of competitive proposals submitted in response to the state's bridge maintenance requirements. This documentation enables KDOT to track all responsive bids, verify bidder compliance with submission requirements, and establish a clear audit trail for the award decision. The sheet functions as the primary evaluation tool for determining the lowest responsive and responsible bidder(s) for each designated project segment, ensuring transparent procurement practices consistent with Kentucky state contracting regulations.
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Other files
| File | Type | Posted |
|---|---|---|
| Drawings and Notes -2026.pdf | ||
| Final_RFB_605_2700000074_1_SO_FORM.PDF | ||
| Asphalt Adjustment 2026.xlsx | XLSX spreadsheet | |
| How to Submit an Online Response - March 2023.pdf | ||
| District Map.pdf |
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Text version
Sheet1
| Vendor: | Vendor Rep Information( Name, phone, email address) | ||
| DISTRICT _____ | Instructions: Bidders do not have to bid all ten districts (Districts 1-8 & 10-11) but must bid all line items within a District |
| # | EXTENDED DESCRIPTION | ESTIMATED USAGE | UNIT OF MEASURE | UNIT PRICE | TOTAL |
| 1 | Agricultural Limestone - Section 1.01 | 5 | TON | ||
| 2 | Armored Edge for Concrete-inside joint replacement limits - Section 1.02 | 105 | LNFT | ||
| 3 | Armored Edge for Concrete-Alone - Section 1.02 | 45 | LNFT | ||
| 4 | Arrow Panel - Section 1.03 | 1 | EA | ||
| 5 | Bearing Lubrication - Section 1.04 | 20 | EA | ||
| 6 | Bearing Replacement 1F- Section 1.05 | 3 | EA | ||
| 7 | Bearing Replacement 2F- Section 1.05 | 3 | EA | ||
| 8 | Bearing Replacement 3F- Section 1.05 | 3 | EA | ||
| 9 | Bearing Replacement 4F- Section 1.05 | 3 | EA | ||
| 10 | Bearing Replacement 5F- Section 1.05 | 3 | EA | ||
| 11 | Bearing Replacement 1E- Section 1.05 | 3 | EA | ||
| 12 | Bearing Replacement 2E- Section 1.05 | 3 | EA | ||
| 13 | Bearing Replacement 3E- Section 1.05 | 3 | EA | ||
| 14 | Bearing Replacement 4E- Section 1.05 | 3 | EA | ||
| 15 | Bearing Replacement 5E- Section 1.05 | 3 | EA | ||
| 16 | Bearing Replacement A1- Section 1.05 | 3 | EA | ||
| 17 | Bearing Replacement A2- Section 1.05 | 3 | EA | ||
| 18 | Bearing Replacement B1- Section 1.05 | 3 | EA | ||
| 19 | Bearing Replacement B2- Section 1.05 | 3 | EA | ||
| 20 | Blast Cleaning - Section 1.06 | 85 | SQYD | ||
| 21 | Bridge Cleaning - Section 1.07 | 1000 | SQFT | ||
| 22 | Bridge Overlay Approach Pavement - Section 1.08 | 335 | SQYD | ||
| 23 | Class A Concrete - 0-3.0 yard pour - Section 1.09 | 16 | CUYD | ||
| 24 | Class A Concrete - 3.1-8.0 yard pour - Section 1.09 | 3 | CUYD | ||
| 25 | Class A Concrete - 8.1 or more yard pour - Section 1.09 | 35 | CUYD | ||
| 26 | Class AA Concrete - for 8" or more deck - Section 1.10 | 17 | CUYD | ||
| 27 | Class AA Concrete -for 5" or less deck - Section 1.10 | 40 | CUYD | ||
| 28 | Class B Concrete - mass concrete for excavation refill - Section 1.11 | 100 | CUYD | ||
| 29 | Class B Concrete for gravity retaining walls 0-5.0 ft exposed face - Section 1.11 | 100 | CUYD | ||
| 30 | Class B Concrete for gravity retaining walls 5.1-8.0 ft exposed face - Section 1.11 | 100 | CUYD | ||
| 31 | Class B Concrete for gravity retaining walls 8.1-12.0 ft exposed face - Section 1.11 | 100 | CUYD | ||
| 32 | Concrete Barrier Wall Type 9T - Section 1.12 | 220 | LNFT | ||
| 33 | Concrete Class M Full Depth Patch - with rigging - Section 1.13 | 8 | CUYD | ||
| 34 | Concrete Class M Full Depth Patch - without rigging - Section 1.14 | 3 | CUYD | ||
| 35 | Concrete Coatings - Section 1.15 | 825 | SQFT | ||
| 36 | Concrete Overlay - Latex 0-10 CY - Section 1.16 | 9 | CUYD | ||
| 37 | Concrete Overlay - Latex 10-25 CY - Section 1.16 | 15 | CUYD | ||
| 38 | Concrete Overlay - Latex 25+ CY - Section 1.16 | 30 | CUYD | ||
| 39 | Concrete Patching Repair - 0 to 200 sqft w/special access equipment - Section 1.17 | 25 | SQFT | ||
| 40 | Concrete Patching Repair - 0 to 200 sqft w/o special access equip - Section 1.17 | 50 | SQFT | ||
| 41 | Concrete Patching Repair - 200 sqft or more w/o special access equipment - Section 1.17 | 180 | SQFT | ||
| 42 | Concrete Patching Repair - 200 sqft or more w/special access equip - Section 1.17 | 380 | SQFT | ||
| 43 | Concrete Sealing - Section 1.18 | 2230 | SQFT | ||
| 44 | Cyclopean Stone Rip-rap - No Overhead Obstruction - Section 1.19 | 230 | TON | ||
| 45 | Cyclopean Stone Rip-rap - With Overhead Obstruction - Section 1.20 | 156 | TON | ||
| 46 | Deck Drain Retrofit - Section 1.21 | 8 | EACH | ||
| 47 | Eliminate Transverse Joint - Section 1.22 | 72 | LNFT | ||
| 48 | Erosion Control Blanket - Section 1.23 | 100 | SQYD | ||
| 49 | Expansion Joint Replacement 2 1/2 IN - Section 1.24 | 100 | LNFT | ||
| 50 | Expansion Joint Replacement 4 IN - Section 1.25 | 32 | LNFT | ||
| 51 | Epoxy Sand Slurry - Section 1.26 | 760 | SQYD | ||
| 52 | Foundation Prep- Section 1.27 | 1 | SQYD | ||
| 53 | Geotextile Fabric - Geotextile Fabric for Slope Protection, Channel Lining, and Stabilization - Section 1.28 | 185 | SQYD | ||
| 54 | Geotextile Fabric – Geotextile Fabric for Subsurface Drainage and Separation - Section 1.29 | 465 | SQYD | ||
| 55 | Geotextile Fabric – High Strength Fabric - Section 1.30 | 50 | SQYD | ||
| 56 | Initial Fertilizer - Section 1.31 | 10 | TON | ||
| 57 | Install Temp Crash Cushion - Section 1.32 | 1 | EA | ||
| 58 | Jack and Support Bridge Span- Section 1.33 | 4 | LMP | ||
| 59 | Joint Sealing - Section 1.34 | 75 | LNFT | ||
| 60 | Lane Closure Shift for Two- Lane Highway- Section 1.35 | 1 | LMP | ||
| 61 | Lane Closure for Multi- Lane Highway Case I- Section 1.36 | 3 | LMP | ||
| 62 | Lane Closure for Multi- Lane Highway Case II- Section 1.36 | 1 | LMP | ||
| 63 | Machine Prep of Slab (no existing overlay) - Section 1.37 | 153 | SQYD | ||
| 64 | Partial Depth Patching - Section 1.38 | 5 | CUYD | ||
| 65 | Pavement Striping - Temporary Removeable Tape- Black - Section 1.39 | 1300 | LNFT | ||
| 66 | Pavement Striping - Permanent Paint - 4 IN - Section 1.40 | 675 | LNFT | ||
| 67 | Pavement Striping - Temporary Removeable Tape-White - Section 1.41 | 2600 | LNFT | ||
| 68 | Pavement Striping - Temporary Removeable Tape -Yellow - Section 1.42 | 1760 | LNFT | ||
| 69 | Pile Points - 12 IN - Section 1.43 | 5 | EA | ||
| 70 | Portable Changeable Message Sign - Section 1.44 | 2 | EA | ||
| 71 | Predrilling for Pile Installation - Section 1.45 | 46 | LNFT | ||
| 72 | Predrilled Piling – Solid Rock - Section 1.46 | 24 | LNFT | ||
| 73 | Prestressed Box Beam B12 or CB12 (Beam Lengths 12ft-34 ft) - Section 1.47 | 200 | LNFT | ||
| 74 | Prestressed Box Beam B17 or CB17 (Beam Lengths 28ft-48ft) - Section 1.47 | 180 | LNFT | ||
| 75 | Prestressed Box Beam B21 or CB21 (Beam lengths 44ft-56ft) - Section 1.47 | 285 | LNFT | ||
| 76 | Prestressed Box Beam B27 or CB 27 (Beam Lengths 52ft-70ft) - Section 1.47 | 275 | LNFT | ||
| 77 | Prestressed Box Beam B33 or CB 33 (Beam Lengths 66ft-84ft) - Section 1.47 | 285 | LNFT | ||
| 78 | Prestressed Box Beam B42 or CB 42 (Beam Lengths 80ft-98ft) - Section 1.47 | 520 | LNFT | ||
| 79 | Railing System Side Mounted MGS - Section 1.48 | 165 | LNFT | ||
| 80 | Railing System T631 - Section 1.49 | 48 | LNFT | ||
| 81 | Railing System Type 2 - Section 1.50 | 280 | LNFT | ||
| 82 | Railing System 36 IN Single Slope- Section 1.51 | 100 | LNFT | ||
| 83 | Railing System 40 IN Single Slope- Section 1.52 | 100 | LNFT | ||
| 84 | Relocate Crash Cushion - Section 1.53 | 1 | EA | ||
| 85 | Relocate Temporary Concrete Barrier - Section 1.54 | 280 | LNFT | ||
| 86 | Remove Epoxy Bit Foreign Overlay - Section 1.55 | 175 | SQYD | ||
| 87 | Remove Guardrail - Section 1.56 | 155 | LNFT | ||
| 88 | Repair Concrete Curb - Section 1.57 | 6 | LNFT | ||
| 89 | Seeding and Protection - Section 1.58 | 190 | SQYD | ||
| 90 | Sheet Piling 0-300FT- Section 1.59 | 150 | LNFT | ||
| 91 | Sheet Piling 300-500FT- Section 1.60 | 350 | LNFT | ||
| 92 | Sheet Piling 500-800FT- Section 1.61 | 550 | LNFT | ||
| 93 | Sheet Piling 800+FT- Section 1.62 | 850 | LNFT | ||
| 94 | Steel Diaphragm (Beam Depths-Up to 14" nominal) - Section 1.63 | 3 | EA | ||
| 95 | Steel Diaphragm (Beam Depths-Up to 20" nominal) - Section 1.63 | 3 | EA | ||
| 96 | Steel Diaphragm (Beam Depths-Up to 24" nominal) - Section 1.63 | 3 | EA | ||
| 97 | Steel Diaphragm (Beam Depths-Up to 30" nominal) - Section 1.63 | 3 | EA | ||
| 98 | Steel Diaphragm (Beam Depths-Up to 36" nominal) - Section 1.63 | 3 | EA | ||
| 99 | Steel Diaphragm (Beam Depths-Up to 24" nominal) Composite Beam - Section 1.63 | 3 | EA | ||
| 100 | Steel Diaphragm (Beam Depths-Up to 30" nominal)Composite Beam - Section 1.63 | 3 | EA | ||
| 101 | Steel Diaphragm (Beam Depths-Up to 36" nominal) Composite Beam - Section 1.63 | 3 | EA | ||
| 102 | Steel Grid Deck (Filled) - Section 1.64 | 400 | SQFT | ||
| 103 | Steel Grid Deck (open) - Section 1.65 | 400 | SQFT | ||
| 104 | Steel Piles HP12x53 - 20 to 50 feet long - Section 1.66 | 485 | LNFT | ||
| 105 | Steel Piles HP12x53 - up to 20 feet long - Section 1.66 | 100 | LNFT | ||
| 106 | Steel Reinforcement - Section 1.67 | 5300 | LB | ||
| 107 | Steel Reinforcement - Epoxy Coated - Section 1.68 | 3600 | LB | ||
| 108 | Structural Excavation - Common - Section 1.69 | 380 | CUYD | ||
| 109 | Structural Excavation - Solid Rock - Section 1.70 | 115 | CUYD | ||
| 110 | Structural Removal - Asphalt Deck with Steel Pans - Section 1.71 | 1500 | SQFT | ||
| 111 | Structural Removal - Concrete (reinforced and non-reinforced)- Section 1.72 | 25 | CUYD | ||
| 112 | Structural Removal - Concrete Beam (34-48 ft span)- Section 1.73 | 280 | LNFT | ||
| 113 | Structural Removal - Concrete Beam (48-56 ft span) - Section 1.74 | 380 | LNFT | ||
| 114 | Structural Removal - Concrete Beam (56-70 ft span) - Section 1.75 | 700 | LNFT | ||
| 115 | Structural Removal - Concrete Beam (Up to 34 ft span) - Section 1.76 | 206 | LNFT | ||
| 116 | Structural Removal - Concrete Deck - Section 1.77 | 800 | SQFT | ||
| 117 | Structural Removal - Steel Grid Deck - Section 1.78 | 200 | SQFT | ||
| 118 | Structural Removal - Structural Steel (Beam lengths 32 to 65 ft) - Section 1.79 | 285 | LNFT | ||
| 119 | Structural Removal - Structural Steel (Beam lengths up to 32 ft) - Section 1.80 | 130 | LNFT | ||
| 120 | Structural Removal - Timber Deck - Section 1.81 | 750 | SQFT | ||
| 121 | Structural Steel (Beam lengths 15ft-32ft) - Section 1.82 | 8700 | LB | ||
| 122 | Structural Steel (Beam Lengths 32.01ft-62ft) - Section 1.82 | 12800 | LB | ||
| 123 | Structure Granular Backfill - Section 1.83 | 200 | CUYD | ||
| 124 | Temporary Ditch - Section 1.84 | 150 | LNFT | ||
| 125 | Temporary Signal 2 Phase - Section 1.85 | 1 | EA | ||
| 126 | Temporary Signal Multi-Phase - Section 1.86 | 1 | EA | ||
| 127 | Temporary Signs - Section 1.87 | 250 | SQFT | ||
| 128 | Temporary Silt Fence - Section 1.88 | 200 | LNFT | ||
| 129 | TTC-110 Lane Closure using traffic signals - Section 1.89 | 1 | LMP | ||
| 130 | TTC-115 Lane Closure - Multi Lane Highway Case I - Section 1.90 | 2 | LMP | ||
| 131 | TTC-125 Double Lane Closure - Section 1.91 | 2 | LMP | ||
| 132 | Waterproof Membrane - Section 1.92 | 1800 | SQYD |
Sheet2
File details come from the government source that posted it. Updated .