Bid Tab Sheet (STATE) (2).xlsx
XLSX spreadsheet 21 KB Posted
- Solicitation number
- RFB 605 2700000074 2
- Issued by
- Kentucky
About this file
This is a Bid Tab Sheet for Bridge Maintenance & Repair State Projects (Districts 1-8 & 10-11) in Kentucky, serving as the pricing submission document for vendors responding to this state contract opportunity. The sheet outlines 132 line items spanning multiple bridge maintenance and repair categories, including concrete work, steel reinforcement, structural removal and replacement, bearing maintenance, railing systems, pavement striping, erosion control, and specialty bridge components such as prestressed box beams and sheet piling. Estimated usage quantities vary significantly across items, ranging from single units (1 EA) for items such as arrow panels and temporary signal installations to quantities exceeding 12,000 pounds for structural steel beams. Bidders are not required to submit bids for all ten districts but must bid all line items within any district they choose to pursue. The bid tab requires vendor representative information including name, phone, and email address, and designates a district field for vendor selection.
The pricing structure requires vendors to submit unit prices and extended totals (unit price multiplied by estimated usage) for each line item. Units of measure include tons, linear feet, square yards, cubic yards, square feet, each, and lump sum pricing for lane closures and signal installations. The file format and structure indicate this is a standardized procurement document for multiple districts, allowing the state to evaluate competitive pricing across a comprehensive scope of bridge maintenance services while maintaining flexibility in district-by-district award decisions.
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Other files
| File | Type | Posted |
|---|---|---|
| District Map.pdf | ||
| Drawings and Notes -2026.pdf | ||
| Final_RFB_605_2700000074_2_SO_FORM.PDF | ||
| How to Submit an Online Response - March 2023.pdf | ||
| Asphalt Adjustment 2026.xlsx | XLSX spreadsheet | |
| Final_RFB_605_2700000074_1_SO_FORM.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 .