Western Region Bid Tab - Federal Districts 1-4.xlsx
XLSX spreadsheet 51 KB Posted
- Solicitation number
- RFB 605 2700000077 2
- Issued by
- Kentucky
About this file
This is a bid tab spreadsheet for bridge maintenance and repair services in Kentucky's Western Region, covering Federal Districts 1-4 and associated with FHWA Emergency Relief (ER) eligible work. The document presents a comprehensive line-item bidding structure across four districts, with vendors required to bid all 132 line items for all four districts within the Western Region to be considered for award. Line items encompass a wide range of bridge maintenance and repair services including concrete work (various classes and applications), bearing replacements, structural excavation and removal, steel reinforcement, railing systems, pavement striping, erosion control, temporary traffic control measures, and geotextile applications. Estimated usage quantities vary significantly across items, ranging from single units (such as 1 arrow panel or 1 foundation prep square yard) to substantial volumes (such as 2,600 linear feet of pavement striping tape in yellow or 3,600 pounds of epoxy-coated steel reinforcement). The bid tab is formatted to capture vendor representative information and unit pricing, with columns provided for both unit price and total calculations across all districts.
The document serves as a price schedule for services that are FHWA ER eligible under various sections (1.01 through 1.92), indicating federal funding eligibility for emergency relief bridge work. Identical line items and estimated usage quantities are repeated across all four districts, suggesting uniform pricing expectations. The structure allows vendors to establish their unit prices for each service category, which will then be applied to the specified quantities for each district. This bid tab format is a standard mechanism for state and local transportation agencies to solicit competitive pricing for emergency relief bridge maintenance and repair work, enabling systematic comparison of vendor proposals and cost-effective contract award decisions.
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Text version
Sheet1
| Vendor : | Vendor Rep Information( Name, phone, email address) | |||||
| WESTERN REGION District 1 | Instructions: Bidders do not have to bid all regions, but must bid all line items for all 4 districts within a region to be considered for award. | |||||
| # | EXTENDED DESCRIPTION | ESTIMATED USAGE | UNIT OF MEASURE | UNIT PRICE | TOTAL | |
| 1 | Agricultural Limestone FHWA ER Eligible - Section 1.01 | 5 | TON | |||
| 2 | Armored Edge for Concrete-Inside joint FHWA ER Eligible - Section 1.02 | 105 | LNFT | |||
| 3 | Armored Edge for Concrete-Alone FHWA ER Eligible - Section 1.02 | 45 | LNFT | |||
| 4 | Arrow Panel FHWA ER Eligible - Section 1.03 | 1 | EA | |||
| 5 | Bearing Lubrication FHWA ER Eligible - Section 1.04 | 20 | EA | |||
| 6 | Bearing Replacement- 1F FHWA ER Eligible - Section 1.05 | 3 | EA | |||
| 7 | Bearing Replacement- 2F FHWA ER Eligible - Section 1.05 | 3 | EA | |||
| 8 | Bearing Replacement- 3F FHWA ER Eligible - Section 1.05 | 3 | EA | |||
| 9 | Bearing Replacement- 4F FHWA ER Eligible - Section 1.05 | 3 | EA | |||
| 10 | Bearing Replacement- 5F FHWA ER Eligible - Section 1.05 | 3 | EA | |||
| 11 | Bearing Replacement- 1E FHWA ER Eligible - Section 1.05 | 3 | EA | |||
| 12 | Bearing Replacement- 2E FHWA ER Eligible - Section 1.05 | 3 | EA | |||
| 13 | Bearing Replacement- 3E FHWA ER Eligible - Section 1.05 | 3 | EA | |||
| 14 | Bearing Replacement- 4E FHWA ER Eligible - Section 1.05 | 3 | EA | |||
| 15 | Bearing Replacement- 5E FHWA ER Eligible - Section 1.05 | 3 | EA | |||
| 16 | Bearing Replacement- A1 FHWA ER Eligible - Section 1.05 | 3 | EA | |||
| 17 | Bearing Replacement- A2 FHWA ER Eligible - Section 1.05 | 3 | EA | |||
| 18 | Bearing Replacement- B1 FHWA ER Eligible - Section 1.05 | 3 | EA | |||
| 19 | Bearing Replacement- B2 FHWA ER Eligible - Section 1.05 | 3 | EA | |||
| 20 | Blast Cleaning FHWA ER Eligible - Section 1.06 | 85 | SQYD | |||
| 21 | Bridge Cleaning FHWA ER Eligible - Section 1.07 | 1000 | SQFT | |||
| 22 | Bridge Overlay Approach Pavement FHWA ER Eligible - Section 1.08 | 100 | SQYD | |||
| 23 | Class A Concrete 0-3.0 yard pour FHWA ER Eligible - Section 1.09 | 16 | CUYD | |||
| 24 | Class A Concrete 3.1-8.0 yard pour FHWA ER Eligible - Section 1.09 | 7 | CUYD | |||
| 25 | Class A Concrete 8.1 or more yard pour FHWA ER Eligible - Section 1.09 | 35 | CUYD | |||
| 26 | Class AA Concrete for 8" or more deck FHWA ER Eligible - Section 1.10 | 17 | CUYD | |||
| 27 | Class AA Concrete for 5" or less deck FHWA ER Eligible - Section 1.10 | 40 | CUYD | |||
| 28 | Class B -Mass Concrete-Excavation Refill FHWA ER Eligible - Section 1.11 | 100 | CUYD | |||
| 29 | Class B-Gravity Retain Walls 0-5.0ft FHWA ER Eligible - Section 1.11 | 100 | CUYD | |||
| 30 | Class B-Gravity Retaining Walls 5.1-8.0ft FHWA ER Eligible - Section 1.11 | 100 | CUYD | |||
| 31 | Class B-Gravity Retaining Walls 8.1-12.0ft FHWA ER Eligible - Section 1.11 | 100 | CUYD | |||
| 32 | Concrete Barrier Wall Type 9T FHWA ER Eligible - Section 1.12 | 220 | LNFT | |||
| 33 | Class M Full Depth Patch-w/rigging FHWA ER Eligible - Section 1.13 | 8 | CUYD | |||
| 34 | Class M Full Depth Patch-w/o rigging FHWA ER Eligible - Section 1.14 | 3 | CUYD | |||
| 35 | Concrete Coatings FHWA ER Eligible - Section 1.15 | 825 | SQFT | |||
| 36 | Concrete Overlay - Latex 0-10 CY FHWA ER Eligible - Section 1.16 | 9 | CUYD | |||
| 37 | Concrete Overlay - Latex 10-25 CY FHWA ER Eligible - Section 1.16 | 15 | CUYD | |||
| 38 | Concrete Overlay - Latex 25+ CY FHWA ER Eligible - Section 1.16 | 30 | CUYD | |||
| 39 | Concrete Patching 0-200 SF w/special eq FHWA ER Eligible - Section 1.17 | 25 | SQFT | |||
| 40 | Concrete Patching 0-200SF w/o special eq FHWA ER Eligible - Section 1.17 | 50 | SQFT | |||
| 41 | Concrete Patching 200SF + w/o special eq FHWA ER Eligible - Section 1.17 | 180 | SQFT | |||
| 42 | Concrete Patching 200SF + w/special eq FHWA ER Eligible - Section 1.17 | 380 | SQFT | |||
| 43 | Concrete Sealing FHWA ER Eligible - Section 1.18 | 2230 | SQFT | |||
| 44 | Cyclopean Stone Rip-rap/No Overhead Ob FHWA ER Eligible - Section 1.19 | 230 | TON | |||
| 45 | Cyclopean Stone Rip-rap w/Overhead Ob FHWA ER Eligible - Section 1.20 | 156 | TON | |||
| 46 | Deck Drain Retrofit FHWA ER Eligible - Section 1.21 | 8 | EACH | |||
| 47 | Eliminate Transverse Joint FHWA ER Eligible - Section 1.22 | 72 | LNFT | |||
| 48 | Erosion Control Blanket FHWA ER Eligible - Section 1.23 | 100 | SQYD | |||
| 49 | Expansion Joint Replacement 2 1/2 IN FHWA ER Eligible - Section 1.24 | 100 | LNFT | |||
| 50 | Expansion Joint Replacement 4 IN FHWA ER Eligible - Section 1.25 | 32 | LNFT | |||
| 51 | Epoxy Sand Slurry FHWA ER Eligible - Section 1.26 | 760 | SQYD | |||
| 52 | Foundation Prep FHWA ER Eligible - Section 1.27 | 1 | SQYD | |||
| 53 | Geotextile Fabric for Slope Protection FHWA ER Eligible - Section 1.28 | 200 | SQYD | |||
| 54 | Geotextile Fabric for Subsurface Drainage FHWA ER Eligible - Section 1.29 | 465 | SQYD | |||
| 55 | Geotextile Fabric – High Strength Fabric FHWA ER Eligible - Section 1.30 | 50 | SQYD | |||
| 56 | Initial Fertilizer FHWA ER Eligible - Section 1.31 | 10 | TON | |||
| 57 | Install Temp Crash Cushion FHWA ER Eligible - Section 1.32 | 1 | EA | |||
| 58 | Jack and Support Bridge Span FHWA ER Eligible - Section 1.33 | 4 | LMP | |||
| 59 | Joint Sealing FHWA ER Eligible - Section 1.34 | 75 | LNFT | |||
| 60 | Lane Closure Shift for Two- Lane Highway FHWA ER Eligible - Section 1.35 | 1 | LMP | |||
| 61 | Lane Closure for Multi- Lane Highway Case I FHWA ER Eligible - Section 1.36 | 3 | LMP | |||
| 62 | Lane Closure for Multi- Lane Highway Case II FHWA ER Eligible - Section 1.36 | 1 | LMP | |||
| 63 | Machine Prep of Slab (no existing overlay) FHWA ER Eligible - Section 1.37 | 153 | SQYD | |||
| 64 | Partial Depth Patching FHWA ER Eligible - Section 1.38 | 5 | CUYD | |||
| 65 | Pavement Striping Temp Removeable Tape BLK FHWA ER Eligible - Section 1.39 | 1300 | LNFT | |||
| 66 | Pavement Striping Permanent Paint 4 IN FHWA ER Eligible - Section 1.40 | 675 | LNFT | |||
| 67 | Pavement Striping Temp Removeable Tape WHT FHWA ER Eligible - Section 1.41 | 2600 | LNFT | |||
| 68 | Pavement Striping Temp Removeable Tape YLW FHWA ER Eligible - Section 1.42 | 1760 | LNFT | |||
| 69 | Pile Points-12 IN FHWA ER Eligible - Section 1.43 | 5 | EA | |||
| 70 | Portable Changeable Message Sign FHWA ER Eligible - Section 1.44 | 2 | EA | |||
| 71 | Predrilling for Pile Installation FHWA ER Eligible - Section 1.45 | 46 | LNFT | |||
| 72 | Predrilled Piling – Solid Rock FHWA ER Eligible - Section 1.46 | 24 | LNFT | |||
| 73 | Prestressed Box Beam B12 or CB12 FHWA ER Eligible - Section 1.47 | 200 | LNFT | |||
| 74 | Prestressed Box Beam B17 or CB17 FHWA ER Eligible - Section 1.47 | 180 | LNFT | |||
| 75 | Prestressed Box Beam B21 or CB21 FHWA ER Eligible - Section 1.47 | 285 | LNFT | |||
| 76 | Prestressed Box Beam B27 or CB 27 FHWA ER Eligible - Section 1.47 | 400 | LNFT | |||
| 77 | Prestressed Box Beam B33 or CB33 FHWA ER Eligible - Section 1.47 | 400 | LNFT | |||
| 78 | Prestressed Box Beam B42 or CB42 FHWA ER Eligible - Section 1.47 | 520 | LNFT | |||
| 79 | Railing System Side Mounted MGS FHWA ER Eligible - Section 1.48 | 165 | LNFT | |||
| 80 | Railing System T631 FHWA ER Eligible - Section 1.49 | 48 | LNFT | |||
| 81 | Railing System Type 2 FHWA ER Eligible - Section 1.50 | 280 | LNFT | |||
| 82 | Railing System 36 IN Single Slope FHWA ER Eligible - Section 1.51 | 100 | LNFT | |||
| 83 | Railing System 40 IN Single Slope FHWA ER Eligible - Section 1.52 | 100 | LNFT | |||
| 84 | Relocate Crash Cushion FHWA ER Eligible - Section 1.53 | 1 | EA | |||
| 85 | Relocate Temporary Concrete Barrier FHWA ER Eligible - Section 1.54 | 280 | LNFT | |||
| 86 | Remove Epoxy Bit Foreign Overlay FHWA ER Eligible - Section 1.55 | 175 | SQYD | |||
| 87 | Remove Guardrail FHWA ER Eligible - Section 1.56 | 155 | LNFT | |||
| 88 | Repair Concrete Curb FHWA ER Eligible - Section 1.57 | 6 | LNFT | |||
| 89 | Seeding and Protection FHWA ER Eligible - Section 1.58 | 190 | SQYD | |||
| 90 | Sheet Piling 0-300FT FHWA ER Eligible - Section 1.59 | 150 | LNFT | |||
| 91 | Sheet Piling 300-500FT FHWA ER Eligible - Section 1.60 | 350 | LNFT | |||
| 92 | Sheet Piling 500-800FT FHWA ER Eligible - Section 1.61 | 550 | LNFT | |||
| 93 | Sheet Piling 800+ FT FHWA ER Eligible - Section 1.62 | 850 | LNFT | |||
| 94 | Steel Diaphragm (Beam Depths-Up to 14" nom) FHWA ER Eligible - Section 1.63 | 3 | EA | |||
| 95 | Steel Diaphragm (Beam Depths-Up to 20" nom) FHWA ER Eligible - Section 1.63 | 3 | EA | |||
| 96 | Steel Diaphragm (Beam Depths-Up to 24" nom) FHWA ER Eligible - Section 1.63 | 3 | EA | |||
| 97 | Steel Diaphragm (Beam Depths-Up to 30" nom) FHWA ER Eligible - Section 1.63 | 3 | EA | |||
| 98 | Steel Diaphragm (Beam Depths-Up to 36" nom) FHWA ER Eligible - Section 1.63 | 3 | EA | |||
| 99 | Steel Diaphragm (Beam Depths-Up to 24" nom) Composite Beam FHWA ER Eligible - Section 1.63 | 3 | EA | |||
| 100 | Steel Diaphragm (Beam Depths-Up to 30" nom) Composite Beam FHWA ER Eligible - Section 1.63 | 3 | EA | |||
| 101 | Steel Diaphragm (Beam Depths-Up to 36" nom) Composite Beam FHWA ER Eligible - Section 1.63 | 3 | EA | |||
| 102 | Steel Grid Deck (Filled) FHWA ER Eligible - Section 1.64 | 400 | SQFT | |||
| 103 | Steel Grid Deck (open) FHWA ER Eligible - Section 1.65 | 400 | SQFT | |||
| 104 | Steel Piles HP12x53-20 to 50ft long FHWA ER Eligible - Section 1.66 | 485 | LNFT | |||
| 105 | Steel Piles HP12x53-up to 20ft long FHWA ER Eligible - Section 1.66 | 100 | LNFT | |||
| 106 | Steel Reinforcement FHWA ER Eligible - Section 1.67 | 2600 | LB | |||
| 107 | Steel Reinforcement-Epoxy Coated FHWA ER Eligible - Section 1.68 | 3600 | LB | |||
| 108 | Structural Excavation-Common FHWA ER Eligible - Section 1.69 | 380 | CUYD | |||
| 109 | Structural Excavation-Solid Rock FHWA ER Eligible - Section 1.70 | 115 | CUYD | |||
| 110 | Structural Removal-Asphalt Deck w/Steel FHWA ER Eligible - Section 1.71 | 1500 | SQFT | |||
| 111 | Structural Removal-Concrete FHWA ER Eligible - Section 1.72 | 25 | CUYD | |||
| 112 | Structural Removal-Beam (34-48 ft span) FHWA ER Eligible - Section 1.73 | 280 | LNFT | |||
| 113 | Structural Removal-Beam (48-56 ft span) FHWA ER Eligible - Section 1.74 | 380 | LNFT | |||
| 114 | Structural Removal-Beam (56-70 ft span) FHWA ER Eligible - Section 1.75 | 700 | LNFT | |||
| 115 | Structural Removal-Beam (Up to 34 ft span) FHWA ER Eligible - Section 1.76 | 200 | LNFT | |||
| 116 | Structural Removal-Concrete Deck FHWA ER Eligible - Section 1.77 | 800 | SQFT | |||
| 117 | Structural Removal-Steel Grid Deck FHWA ER Eligible - Section 1.78 | 200 | SQFT | |||
| 118 | Structural Removal-Structural Steel 32-65ft FHWA ER Eligible - Section 1.79 | 400 | LNFT | |||
| 119 | Structural Removal-Structural Steel 0-32 ft FHWA ER Eligible - Section 1.80 | 130 | LNFT | |||
| 120 | Structural Removal-Timber Deck FHWA ER Eligible - Section 1.81 | 750 | SQFT | |||
| 121 | Structural Steel (Beam 15ft-32ft) FHWA ER Eligible - Section 1.82 | 8700 | LB | |||
| 122 | Structural Steel (Beam 32.01ft-62ft) FHWA ER Eligible - Section 1.82 | 12800 | LB | |||
| 123 | Structure Granular Backfill FHWA ER Eligible - Section 1.83 | 50 | CUYD | |||
| 124 | Temporary Ditch FHWA ER Eligible - Section 1.84 | 150 | LNFT | |||
| 125 | Temporary Signal 2 Phase FHWA ER Eligible - Section 1.85 | 1 | EA | |||
| 126 | Temporary Signal Multi-Phase FHWA ER Eligible - Section 1.86 | 1 | EA | |||
| 127 | Temporary Signs FHWA ER Eligible - Section 1.87 | 250 | SQFT | |||
| 128 | Temporary Silt Fence FHWA ER Eligible - Section 1.88 | 200 | LNFT | |||
| 129 | TTC-110 Lane Closure w/traffic signals FHWA ER Eligible - Section 1.89 | 1 | LMP | |||
| 130 | TTC-115 Lane Closure-Multi Lane Hwy FHWA ER Eligible - Section 1.90 | 2 | LMP | |||
| 131 | TTC-125 Double Lane Closure FHWA ER Eligible - Section 1.91 | 2 | LMP | |||
| 132 | Waterproof Membrane FHWA ER Eligible - Section 1.92 | 150 | SQYD |
| WESTERN REGION District 2 | |||||
| # | EXTENDED DESCRIPTION | ESTIMATED USAGE | UNIT OF MEASURE | UNIT PRICE | TOTAL |
| 1 | Agricultural Limestone FHWA ER Eligible - Section 1.01 | 5 | TON | ||
| 2 | Armored Edge for Concrete-Inside joint FHWA ER Eligible - Section 1.02 | 105 | LNFT | ||
| 3 | Armored Edge for Concrete-Alone FHWA ER Eligible - Section 1.02 | 45 | LNFT | ||
| 4 | Arrow Panel FHWA ER Eligible - Section 1.03 | 1 | EA | ||
| 5 | Bearing Lubrication FHWA ER Eligible - Section 1.04 | 20 | EA | ||
| 6 | Bearing Replacement- 1F FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 7 | Bearing Replacement- 2F FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 8 | Bearing Replacement- 3F FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 9 | Bearing Replacement- 4F FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 10 | Bearing Replacement- 5F FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 11 | Bearing Replacement- 1E FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 12 | Bearing Replacement- 2E FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 13 | Bearing Replacement- 3E FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 14 | Bearing Replacement- 4E FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 15 | Bearing Replacement- 5E FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 16 | Bearing Replacement- A1 FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 17 | Bearing Replacement- A2 FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 18 | Bearing Replacement- B1 FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 19 | Bearing Replacement- B2 FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 20 | Blast Cleaning FHWA ER Eligible - Section 1.06 | 85 | SQYD | ||
| 21 | Bridge Cleaning FHWA ER Eligible - Section 1.07 | 1000 | SQFT | ||
| 22 | Bridge Overlay Approach Pavement FHWA ER Eligible - Section 1.08 | 100 | SQYD | ||
| 23 | Class A Concrete 0-3.0 yard pour FHWA ER Eligible - Section 1.09 | 16 | CUYD | ||
| 24 | Class A Concrete 3.1-8.0 yard pour FHWA ER Eligible - Section 1.09 | 7 | CUYD | ||
| 25 | Class A Concrete 8.1 or more yard pour FHWA ER Eligible - Section 1.09 | 35 | CUYD | ||
| 26 | Class AA Concrete for 8" or more deck FHWA ER Eligible - Section 1.10 | 17 | CUYD | ||
| 27 | Class AA Concrete for 5" or less deck FHWA ER Eligible - Section 1.10 | 40 | CUYD | ||
| 28 | Class B -Mass Concrete-Excavation Refill FHWA ER Eligible - Section 1.11 | 100 | CUYD | ||
| 29 | Class B-Gravity Retain Walls 0-5.0ft FHWA ER Eligible - Section 1.11 | 100 | CUYD | ||
| 30 | Class B-Gravity Retaining Walls 5.1-8.0ft FHWA ER Eligible - Section 1.11 | 100 | CUYD | ||
| 31 | Class B-Gravity Retaining Walls 8.1-12.0ft FHWA ER Eligible - Section 1.11 | 100 | CUYD | ||
| 32 | Concrete Barrier Wall Type 9T FHWA ER Eligible - Section 1.12 | 220 | LNFT | ||
| 33 | Class M Full Depth Patch-w/rigging FHWA ER Eligible - Section 1.13 | 8 | CUYD | ||
| 34 | Class M Full Depth Patch-w/o rigging FHWA ER Eligible - Section 1.14 | 3 | CUYD | ||
| 35 | Concrete Coatings FHWA ER Eligible - Section 1.15 | 825 | SQFT | ||
| 36 | Concrete Overlay - Latex 0-10 CY FHWA ER Eligible - Section 1.16 | 9 | CUYD | ||
| 37 | Concrete Overlay - Latex 10-25 CY FHWA ER Eligible - Section 1.16 | 15 | CUYD | ||
| 38 | Concrete Overlay - Latex 25+ CY FHWA ER Eligible - Section 1.16 | 30 | CUYD | ||
| 39 | Concrete Patching 0-200 SF w/special eq FHWA ER Eligible - Section 1.17 | 25 | SQFT | ||
| 40 | Concrete Patching 0-200SF w/o special eq FHWA ER Eligible - Section 1.17 | 50 | SQFT | ||
| 41 | Concrete Patching 200SF + w/o special eq FHWA ER Eligible - Section 1.17 | 180 | SQFT | ||
| 42 | Concrete Patching 200SF + w/special eq FHWA ER Eligible - Section 1.17 | 380 | SQFT | ||
| 43 | Concrete Sealing FHWA ER Eligible - Section 1.18 | 2230 | SQFT | ||
| 44 | Cyclopean Stone Rip-rap/No Overhead Ob FHWA ER Eligible - Section 1.19 | 230 | TON | ||
| 45 | Cyclopean Stone Rip-rap w/Overhead Ob FHWA ER Eligible - Section 1.20 | 156 | TON | ||
| 46 | Deck Drain Retrofit FHWA ER Eligible - Section 1.21 | 8 | EACH | ||
| 47 | Eliminate Transverse Joint FHWA ER Eligible - Section 1.22 | 72 | LNFT | ||
| 48 | Erosion Control Blanket FHWA ER Eligible - Section 1.23 | 100 | SQYD | ||
| 49 | Expansion Joint Replacement 2 1/2 IN FHWA ER Eligible - Section 1.24 | 100 | LNFT | ||
| 50 | Expansion Joint Replacement 4 IN FHWA ER Eligible - Section 1.25 | 32 | LNFT | ||
| 51 | Epoxy Sand Slurry FHWA ER Eligible - Section 1.26 | 760 | SQYD | ||
| 52 | Foundation Prep FHWA ER Eligible - Section 1.27 | 1 | SQYD | ||
| 53 | Geotextile Fabric for Slope Protection FHWA ER Eligible - Section 1.28 | 200 | SQYD | ||
| 54 | Geotextile Fabric for Subsurface Drainage FHWA ER Eligible - Section 1.29 | 465 | SQYD | ||
| 55 | Geotextile Fabric – High Strength Fabric FHWA ER Eligible - Section 1.30 | 50 | SQYD | ||
| 56 | Initial Fertilizer FHWA ER Eligible - Section 1.31 | 10 | TON | ||
| 57 | Install Temp Crash Cushion FHWA ER Eligible - Section 1.32 | 1 | EA | ||
| 58 | Jack and Support Bridge Span FHWA ER Eligible - Section 1.33 | 4 | LMP | ||
| 59 | Joint Sealing FHWA ER Eligible - Section 1.34 | 75 | LNFT | ||
| 60 | Lane Closure Shift for Two- Lane Highway FHWA ER Eligible - Section 1.35 | 1 | LMP | ||
| 61 | Lane Closure for Multi- Lane Highway Case I FHWA ER Eligible - Section 1.36 | 3 | LMP | ||
| 62 | Lane Closure for Multi- Lane Highway Case II FHWA ER Eligible - Section 1.36 | 1 | LMP | ||
| 63 | Machine Prep of Slab (no existing overlay) FHWA ER Eligible - Section 1.37 | 153 | SQYD | ||
| 64 | Partial Depth Patching FHWA ER Eligible - Section 1.38 | 5 | CUYD | ||
| 65 | Pavement Striping Temp Removeable Tape BLK FHWA ER Eligible - Section 1.39 | 1300 | LNFT | ||
| 66 | Pavement Striping Permanent Paint 4 IN FHWA ER Eligible - Section 1.40 | 675 | LNFT | ||
| 67 | Pavement Striping Temp Removeable Tape WHT FHWA ER Eligible - Section 1.41 | 2600 | LNFT | ||
| 68 | Pavement Striping Temp Removeable Tape YLW FHWA ER Eligible - Section 1.42 | 1760 | LNFT | ||
| 69 | Pile Points-12 IN FHWA ER Eligible - Section 1.43 | 5 | EA | ||
| 70 | Portable Changeable Message Sign FHWA ER Eligible - Section 1.44 | 2 | EA | ||
| 71 | Predrilling for Pile Installation FHWA ER Eligible - Section 1.45 | 46 | LNFT | ||
| 72 | Predrilled Piling – Solid Rock FHWA ER Eligible - Section 1.46 | 24 | LNFT | ||
| 73 | Prestressed Box Beam B12 or CB12 FHWA ER Eligible - Section 1.47 | 200 | LNFT | ||
| 74 | Prestressed Box Beam B17 or CB17 FHWA ER Eligible - Section 1.47 | 180 | LNFT | ||
| 75 | Prestressed Box Beam B21 or CB21 FHWA ER Eligible - Section 1.47 | 285 | LNFT | ||
| 76 | Prestressed Box Beam B27 or CB 27 FHWA ER Eligible - Section 1.47 | 400 | LNFT | ||
| 77 | Prestressed Box Beam B33 or CB33 FHWA ER Eligible - Section 1.47 | 400 | LNFT | ||
| 78 | Prestressed Box Beam B42 or CB42 FHWA ER Eligible - Section 1.47 | 520 | LNFT | ||
| 79 | Railing System Side Mounted MGS FHWA ER Eligible - Section 1.48 | 165 | LNFT | ||
| 80 | Railing System T631 FHWA ER Eligible - Section 1.49 | 48 | LNFT | ||
| 81 | Railing System Type 2 FHWA ER Eligible - Section 1.50 | 280 | LNFT | ||
| 82 | Railing System 36 IN Single Slope FHWA ER Eligible - Section 1.51 | 100 | LNFT | ||
| 83 | Railing System 40 IN Single Slope FHWA ER Eligible - Section 1.52 | 100 | LNFT | ||
| 84 | Relocate Crash Cushion FHWA ER Eligible - Section 1.53 | 1 | EA | ||
| 85 | Relocate Temporary Concrete Barrier FHWA ER Eligible - Section 1.54 | 280 | LNFT | ||
| 86 | Remove Epoxy Bit Foreign Overlay FHWA ER Eligible - Section 1.55 | 175 | SQYD | ||
| 87 | Remove Guardrail FHWA ER Eligible - Section 1.56 | 155 | LNFT | ||
| 88 | Repair Concrete Curb FHWA ER Eligible - Section 1.57 | 6 | LNFT | ||
| 89 | Seeding and Protection FHWA ER Eligible - Section 1.58 | 190 | SQYD | ||
| 90 | Sheet Piling 0-300FT FHWA ER Eligible - Section 1.59 | 150 | LNFT | ||
| 91 | Sheet Piling 300-500FT FHWA ER Eligible - Section 1.60 | 350 | LNFT | ||
| 92 | Sheet Piling 500-800FT FHWA ER Eligible - Section 1.61 | 550 | LNFT | ||
| 93 | Sheet Piling 800+ FT FHWA ER Eligible - Section 1.62 | 850 | LNFT | ||
| 94 | Steel Diaphragm (Beam Depths-Up to 14" nom) FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 95 | Steel Diaphragm (Beam Depths-Up to 20" nom) FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 96 | Steel Diaphragm (Beam Depths-Up to 24" nom) FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 97 | Steel Diaphragm (Beam Depths-Up to 30" nom) FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 98 | Steel Diaphragm (Beam Depths-Up to 36" nom) FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 99 | Steel Diaphragm (Beam Depths-Up to 24" nom) Composite Beam FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 100 | Steel Diaphragm (Beam Depths-Up to 30" nom) Composite Beam FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 101 | Steel Diaphragm (Beam Depths-Up to 36" nom) Composite Beam FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 102 | Steel Grid Deck (Filled) FHWA ER Eligible - Section 1.64 | 400 | SQFT | ||
| 103 | Steel Grid Deck (open) FHWA ER Eligible - Section 1.65 | 400 | SQFT | ||
| 104 | Steel Piles HP12x53-20 to 50ft long FHWA ER Eligible - Section 1.66 | 485 | LNFT | ||
| 105 | Steel Piles HP12x53-up to 20ft long FHWA ER Eligible - Section 1.66 | 100 | LNFT | ||
| 106 | Steel Reinforcement FHWA ER Eligible - Section 1.67 | 2600 | LB | ||
| 107 | Steel Reinforcement-Epoxy Coated FHWA ER Eligible - Section 1.68 | 3600 | LB | ||
| 108 | Structural Excavation-Common FHWA ER Eligible - Section 1.69 | 380 | CUYD | ||
| 109 | Structural Excavation-Solid Rock FHWA ER Eligible - Section 1.70 | 115 | CUYD | ||
| 110 | Structural Removal-Asphalt Deck w/Steel FHWA ER Eligible - Section 1.71 | 1500 | SQFT | ||
| 111 | Structural Removal-Concrete FHWA ER Eligible - Section 1.72 | 25 | CUYD | ||
| 112 | Structural Removal-Beam (34-48 ft span) FHWA ER Eligible - Section 1.73 | 280 | LNFT | ||
| 113 | Structural Removal-Beam (48-56 ft span) FHWA ER Eligible - Section 1.74 | 380 | LNFT | ||
| 114 | Structural Removal-Beam (56-70 ft span) FHWA ER Eligible - Section 1.75 | 700 | LNFT | ||
| 115 | Structural Removal-Beam (Up to 34 ft span) FHWA ER Eligible - Section 1.76 | 200 | LNFT | ||
| 116 | Structural Removal-Concrete Deck FHWA ER Eligible - Section 1.77 | 800 | SQFT | ||
| 117 | Structural Removal-Steel Grid Deck FHWA ER Eligible - Section 1.78 | 200 | SQFT | ||
| 118 | Structural Removal-Structural Steel 32-65ft FHWA ER Eligible - Section 1.79 | 400 | LNFT | ||
| 119 | Structural Removal-Structural Steel 0-32 ft FHWA ER Eligible - Section 1.80 | 130 | LNFT | ||
| 120 | Structural Removal-Timber Deck FHWA ER Eligible - Section 1.81 | 750 | SQFT | ||
| 121 | Structural Steel (Beam 15ft-32ft) FHWA ER Eligible - Section 1.82 | 8700 | LB | ||
| 122 | Structural Steel (Beam 32.01ft-62ft) FHWA ER Eligible - Section 1.82 | 12800 | LB | ||
| 123 | Structure Granular Backfill FHWA ER Eligible - Section 1.83 | 50 | CUYD | ||
| 124 | Temporary Ditch FHWA ER Eligible - Section 1.84 | 150 | LNFT | ||
| 125 | Temporary Signal 2 Phase FHWA ER Eligible - Section 1.85 | 1 | EA | ||
| 126 | Temporary Signal Multi-Phase FHWA ER Eligible - Section 1.86 | 1 | EA | ||
| 127 | Temporary Signs FHWA ER Eligible - Section 1.87 | 250 | SQFT | ||
| 128 | Temporary Silt Fence FHWA ER Eligible - Section 1.88 | 200 | LNFT | ||
| 129 | TTC-110 Lane Closure w/traffic signals FHWA ER Eligible - Section 1.89 | 1 | LMP | ||
| 130 | TTC-115 Lane Closure-Multi Lane Hwy FHWA ER Eligible - Section 1.90 | 2 | LMP | ||
| 131 | TTC-125 Double Lane Closure FHWA ER Eligible - Section 1.91 | 2 | LMP | ||
| 132 | Waterproof Membrane FHWA ER Eligible - Section 1.92 | 150 | SQYD |
| WESTERN REGION District 3 | |||||
| # | EXTENDED DESCRIPTION | ESTIMATED USAGE | UNIT OF MEASURE | UNIT PRICE | TOTAL |
| 1 | Agricultural Limestone FHWA ER Eligible - Section 1.01 | 5 | TON | ||
| 2 | Armored Edge for Concrete-Inside joint FHWA ER Eligible - Section 1.02 | 105 | LNFT | ||
| 3 | Armored Edge for Concrete-Alone FHWA ER Eligible - Section 1.02 | 45 | LNFT | ||
| 4 | Arrow Panel FHWA ER Eligible - Section 1.03 | 1 | EA | ||
| 5 | Bearing Lubrication FHWA ER Eligible - Section 1.04 | 20 | EA | ||
| 6 | Bearing Replacement- 1F FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 7 | Bearing Replacement- 2F FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 8 | Bearing Replacement- 3F FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 9 | Bearing Replacement- 4F FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 10 | Bearing Replacement- 5F FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 11 | Bearing Replacement- 1E FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 12 | Bearing Replacement- 2E FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 13 | Bearing Replacement- 3E FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 14 | Bearing Replacement- 4E FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 15 | Bearing Replacement- 5E FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 16 | Bearing Replacement- A1 FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 17 | Bearing Replacement- A2 FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 18 | Bearing Replacement- B1 FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 19 | Bearing Replacement- B2 FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 20 | Blast Cleaning FHWA ER Eligible - Section 1.06 | 85 | SQYD | ||
| 21 | Bridge Cleaning FHWA ER Eligible - Section 1.07 | 1000 | SQFT | ||
| 22 | Bridge Overlay Approach Pavement FHWA ER Eligible - Section 1.08 | 100 | SQYD | ||
| 23 | Class A Concrete 0-3.0 yard pour FHWA ER Eligible - Section 1.09 | 16 | CUYD | ||
| 24 | Class A Concrete 3.1-8.0 yard pour FHWA ER Eligible - Section 1.09 | 7 | CUYD | ||
| 25 | Class A Concrete 8.1 or more yard pour FHWA ER Eligible - Section 1.09 | 35 | CUYD | ||
| 26 | Class AA Concrete for 8" or more deck FHWA ER Eligible - Section 1.10 | 17 | CUYD | ||
| 27 | Class AA Concrete for 5" or less deck FHWA ER Eligible - Section 1.10 | 40 | CUYD | ||
| 28 | Class B -Mass Concrete-Excavation Refill FHWA ER Eligible - Section 1.11 | 100 | CUYD | ||
| 29 | Class B-Gravity Retain Walls 0-5.0ft FHWA ER Eligible - Section 1.11 | 100 | CUYD | ||
| 30 | Class B-Gravity Retaining Walls 5.1-8.0ft FHWA ER Eligible - Section 1.11 | 100 | CUYD | ||
| 31 | Class B-Gravity Retaining Walls 8.1-12.0ft FHWA ER Eligible - Section 1.11 | 100 | CUYD | ||
| 32 | Concrete Barrier Wall Type 9T FHWA ER Eligible - Section 1.12 | 220 | LNFT | ||
| 33 | Class M Full Depth Patch-w/rigging FHWA ER Eligible - Section 1.13 | 8 | CUYD | ||
| 34 | Class M Full Depth Patch-w/o rigging FHWA ER Eligible - Section 1.14 | 3 | CUYD | ||
| 35 | Concrete Coatings FHWA ER Eligible - Section 1.15 | 825 | SQFT | ||
| 36 | Concrete Overlay - Latex 0-10 CY FHWA ER Eligible - Section 1.16 | 9 | CUYD | ||
| 37 | Concrete Overlay - Latex 10-25 CY FHWA ER Eligible - Section 1.16 | 15 | CUYD | ||
| 38 | Concrete Overlay - Latex 25+ CY FHWA ER Eligible - Section 1.16 | 30 | CUYD | ||
| 39 | Concrete Patching 0-200 SF w/special eq FHWA ER Eligible - Section 1.17 | 25 | SQFT | ||
| 40 | Concrete Patching 0-200SF w/o special eq FHWA ER Eligible - Section 1.17 | 50 | SQFT | ||
| 41 | Concrete Patching 200SF + w/o special eq FHWA ER Eligible - Section 1.17 | 180 | SQFT | ||
| 42 | Concrete Patching 200SF + w/special eq FHWA ER Eligible - Section 1.17 | 380 | SQFT | ||
| 43 | Concrete Sealing FHWA ER Eligible - Section 1.18 | 2230 | SQFT | ||
| 44 | Cyclopean Stone Rip-rap/No Overhead Ob FHWA ER Eligible - Section 1.19 | 230 | TON | ||
| 45 | Cyclopean Stone Rip-rap w/Overhead Ob FHWA ER Eligible - Section 1.20 | 156 | TON | ||
| 46 | Deck Drain Retrofit FHWA ER Eligible - Section 1.21 | 8 | EACH | ||
| 47 | Eliminate Transverse Joint FHWA ER Eligible - Section 1.22 | 72 | LNFT | ||
| 48 | Erosion Control Blanket FHWA ER Eligible - Section 1.23 | 100 | SQYD | ||
| 49 | Expansion Joint Replacement 2 1/2 IN FHWA ER Eligible - Section 1.24 | 100 | LNFT | ||
| 50 | Expansion Joint Replacement 4 IN FHWA ER Eligible - Section 1.25 | 32 | LNFT | ||
| 51 | Epoxy Sand Slurry FHWA ER Eligible - Section 1.26 | 760 | SQYD | ||
| 52 | Foundation Prep FHWA ER Eligible - Section 1.27 | 1 | SQYD | ||
| 53 | Geotextile Fabric for Slope Protection FHWA ER Eligible - Section 1.28 | 200 | SQYD | ||
| 54 | Geotextile Fabric for Subsurface Drainage FHWA ER Eligible - Section 1.29 | 465 | SQYD | ||
| 55 | Geotextile Fabric – High Strength Fabric FHWA ER Eligible - Section 1.30 | 50 | SQYD | ||
| 56 | Initial Fertilizer FHWA ER Eligible - Section 1.31 | 10 | TON | ||
| 57 | Install Temp Crash Cushion FHWA ER Eligible - Section 1.32 | 1 | EA | ||
| 58 | Jack and Support Bridge Span FHWA ER Eligible - Section 1.33 | 4 | LMP | ||
| 59 | Joint Sealing FHWA ER Eligible - Section 1.34 | 75 | LNFT | ||
| 60 | Lane Closure Shift for Two- Lane Highway FHWA ER Eligible - Section 1.35 | 1 | LMP | ||
| 61 | Lane Closure for Multi- Lane Highway Case I FHWA ER Eligible - Section 1.36 | 3 | LMP | ||
| 62 | Lane Closure for Multi- Lane Highway Case II FHWA ER Eligible - Section 1.36 | 1 | LMP | ||
| 63 | Machine Prep of Slab (no existing overlay) FHWA ER Eligible - Section 1.37 | 153 | SQYD | ||
| 64 | Partial Depth Patching FHWA ER Eligible - Section 1.38 | 5 | CUYD | ||
| 65 | Pavement Striping Temp Removeable Tape BLK FHWA ER Eligible - Section 1.39 | 1300 | LNFT | ||
| 66 | Pavement Striping Permanent Paint 4 IN FHWA ER Eligible - Section 1.40 | 675 | LNFT | ||
| 67 | Pavement Striping Temp Removeable Tape WHT FHWA ER Eligible - Section 1.41 | 2600 | LNFT | ||
| 68 | Pavement Striping Temp Removeable Tape YLW FHWA ER Eligible - Section 1.42 | 1760 | LNFT | ||
| 69 | Pile Points-12 IN FHWA ER Eligible - Section 1.43 | 5 | EA | ||
| 70 | Portable Changeable Message Sign FHWA ER Eligible - Section 1.44 | 2 | EA | ||
| 71 | Predrilling for Pile Installation FHWA ER Eligible - Section 1.45 | 46 | LNFT | ||
| 72 | Predrilled Piling – Solid Rock FHWA ER Eligible - Section 1.46 | 24 | LNFT | ||
| 73 | Prestressed Box Beam B12 or CB12 FHWA ER Eligible - Section 1.47 | 200 | LNFT | ||
| 74 | Prestressed Box Beam B17 or CB17 FHWA ER Eligible - Section 1.47 | 180 | LNFT | ||
| 75 | Prestressed Box Beam B21 or CB21 FHWA ER Eligible - Section 1.47 | 285 | LNFT | ||
| 76 | Prestressed Box Beam B27 or CB 27 FHWA ER Eligible - Section 1.47 | 400 | LNFT | ||
| 77 | Prestressed Box Beam B33 or CB33 FHWA ER Eligible - Section 1.47 | 400 | LNFT | ||
| 78 | Prestressed Box Beam B42 or CB42 FHWA ER Eligible - Section 1.47 | 520 | LNFT | ||
| 79 | Railing System Side Mounted MGS FHWA ER Eligible - Section 1.48 | 165 | LNFT | ||
| 80 | Railing System T631 FHWA ER Eligible - Section 1.49 | 48 | LNFT | ||
| 81 | Railing System Type 2 FHWA ER Eligible - Section 1.50 | 280 | LNFT | ||
| 82 | Railing System 36 IN Single Slope FHWA ER Eligible - Section 1.51 | 100 | LNFT | ||
| 83 | Railing System 40 IN Single Slope FHWA ER Eligible - Section 1.52 | 100 | LNFT | ||
| 84 | Relocate Crash Cushion FHWA ER Eligible - Section 1.53 | 1 | EA | ||
| 85 | Relocate Temporary Concrete Barrier FHWA ER Eligible - Section 1.54 | 280 | LNFT | ||
| 86 | Remove Epoxy Bit Foreign Overlay FHWA ER Eligible - Section 1.55 | 175 | SQYD | ||
| 87 | Remove Guardrail FHWA ER Eligible - Section 1.56 | 155 | LNFT | ||
| 88 | Repair Concrete Curb FHWA ER Eligible - Section 1.57 | 6 | LNFT | ||
| 89 | Seeding and Protection FHWA ER Eligible - Section 1.58 | 190 | SQYD | ||
| 90 | Sheet Piling 0-300FT FHWA ER Eligible - Section 1.59 | 150 | LNFT | ||
| 91 | Sheet Piling 300-500FT FHWA ER Eligible - Section 1.60 | 350 | LNFT | ||
| 92 | Sheet Piling 500-800FT FHWA ER Eligible - Section 1.61 | 550 | LNFT | ||
| 93 | Sheet Piling 800+ FT FHWA ER Eligible - Section 1.62 | 850 | LNFT | ||
| 94 | Steel Diaphragm (Beam Depths-Up to 14" nom) FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 95 | Steel Diaphragm (Beam Depths-Up to 20" nom) FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 96 | Steel Diaphragm (Beam Depths-Up to 24" nom) FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 97 | Steel Diaphragm (Beam Depths-Up to 30" nom) FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 98 | Steel Diaphragm (Beam Depths-Up to 36" nom) FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 99 | Steel Diaphragm (Beam Depths-Up to 24" nom) Composite Beam FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 100 | Steel Diaphragm (Beam Depths-Up to 30" nom) Composite Beam FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 101 | Steel Diaphragm (Beam Depths-Up to 36" nom) Composite Beam FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 102 | Steel Grid Deck (Filled) FHWA ER Eligible - Section 1.64 | 400 | SQFT | ||
| 103 | Steel Grid Deck (open) FHWA ER Eligible - Section 1.65 | 400 | SQFT | ||
| 104 | Steel Piles HP12x53-20 to 50ft long FHWA ER Eligible - Section 1.66 | 485 | LNFT | ||
| 105 | Steel Piles HP12x53-up to 20ft long FHWA ER Eligible - Section 1.66 | 100 | LNFT | ||
| 106 | Steel Reinforcement FHWA ER Eligible - Section 1.67 | 2600 | LB | ||
| 107 | Steel Reinforcement-Epoxy Coated FHWA ER Eligible - Section 1.68 | 3600 | LB | ||
| 108 | Structural Excavation-Common FHWA ER Eligible - Section 1.69 | 380 | CUYD | ||
| 109 | Structural Excavation-Solid Rock FHWA ER Eligible - Section 1.70 | 115 | CUYD | ||
| 110 | Structural Removal-Asphalt Deck w/Steel FHWA ER Eligible - Section 1.71 | 1500 | SQFT | ||
| 111 | Structural Removal-Concrete FHWA ER Eligible - Section 1.72 | 25 | CUYD | ||
| 112 | Structural Removal-Beam (34-48 ft span) FHWA ER Eligible - Section 1.73 | 280 | LNFT | ||
| 113 | Structural Removal-Beam (48-56 ft span) FHWA ER Eligible - Section 1.74 | 380 | LNFT | ||
| 114 | Structural Removal-Beam (56-70 ft span) FHWA ER Eligible - Section 1.75 | 700 | LNFT | ||
| 115 | Structural Removal-Beam (Up to 34 ft span) FHWA ER Eligible - Section 1.76 | 200 | LNFT | ||
| 116 | Structural Removal-Concrete Deck FHWA ER Eligible - Section 1.77 | 800 | SQFT | ||
| 117 | Structural Removal-Steel Grid Deck FHWA ER Eligible - Section 1.78 | 200 | SQFT | ||
| 118 | Structural Removal-Structural Steel 32-65ft FHWA ER Eligible - Section 1.79 | 400 | LNFT | ||
| 119 | Structural Removal-Structural Steel 0-32 ft FHWA ER Eligible - Section 1.80 | 130 | LNFT | ||
| 120 | Structural Removal-Timber Deck FHWA ER Eligible - Section 1.81 | 750 | SQFT | ||
| 121 | Structural Steel (Beam 15ft-32ft) FHWA ER Eligible - Section 1.82 | 8700 | LB | ||
| 122 | Structural Steel (Beam 32.01ft-62ft) FHWA ER Eligible - Section 1.82 | 12800 | LB | ||
| 123 | Structure Granular Backfill FHWA ER Eligible - Section 1.83 | 50 | CUYD | ||
| 124 | Temporary Ditch FHWA ER Eligible - Section 1.84 | 150 | LNFT | ||
| 125 | Temporary Signal 2 Phase FHWA ER Eligible - Section 1.85 | 1 | EA | ||
| 126 | Temporary Signal Multi-Phase FHWA ER Eligible - Section 1.86 | 1 | EA | ||
| 127 | Temporary Signs FHWA ER Eligible - Section 1.87 | 250 | SQFT | ||
| 128 | Temporary Silt Fence FHWA ER Eligible - Section 1.88 | 200 | LNFT | ||
| 129 | TTC-110 Lane Closure w/traffic signals FHWA ER Eligible - Section 1.89 | 1 | LMP | ||
| 130 | TTC-115 Lane Closure-Multi Lane Hwy FHWA ER Eligible - Section 1.90 | 2 | LMP | ||
| 131 | TTC-125 Double Lane Closure FHWA ER Eligible - Section 1.91 | 2 | LMP | ||
| 132 | Waterproof Membrane FHWA ER Eligible - Section 1.92 | 150 | SQYD |
| WESTERN REGION District 4 | |||||
| # | EXTENDED DESCRIPTION | ESTIMATED USAGE | UNIT OF MEASURE | UNIT PRICE | TOTAL |
| 1 | Agricultural Limestone FHWA ER Eligible - Section 1.01 | 5 | TON | ||
| 2 | Armored Edge for Concrete-Inside joint FHWA ER Eligible - Section 1.02 | 105 | LNFT | ||
| 3 | Armored Edge for Concrete-Alone FHWA ER Eligible - Section 1.02 | 45 | LNFT | ||
| 4 | Arrow Panel FHWA ER Eligible - Section 1.03 | 1 | EA | ||
| 5 | Bearing Lubrication FHWA ER Eligible - Section 1.04 | 20 | EA | ||
| 6 | Bearing Replacement- 1F FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 7 | Bearing Replacement- 2F FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 8 | Bearing Replacement- 3F FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 9 | Bearing Replacement- 4F FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 10 | Bearing Replacement- 5F FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 11 | Bearing Replacement- 1E FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 12 | Bearing Replacement- 2E FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 13 | Bearing Replacement- 3E FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 14 | Bearing Replacement- 4E FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 15 | Bearing Replacement- 5E FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 16 | Bearing Replacement- A1 FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 17 | Bearing Replacement- A2 FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 18 | Bearing Replacement- B1 FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 19 | Bearing Replacement- B2 FHWA ER Eligible - Section 1.05 | 3 | EA | ||
| 20 | Blast Cleaning FHWA ER Eligible - Section 1.06 | 85 | SQYD | ||
| 21 | Bridge Cleaning FHWA ER Eligible - Section 1.07 | 1000 | SQFT | ||
| 22 | Bridge Overlay Approach Pavement FHWA ER Eligible - Section 1.08 | 100 | SQYD | ||
| 23 | Class A Concrete 0-3.0 yard pour FHWA ER Eligible - Section 1.09 | 16 | CUYD | ||
| 24 | Class A Concrete 3.1-8.0 yard pour FHWA ER Eligible - Section 1.09 | 7 | CUYD | ||
| 25 | Class A Concrete 8.1 or more yard pour FHWA ER Eligible - Section 1.09 | 35 | CUYD | ||
| 26 | Class AA Concrete for 8" or more deck FHWA ER Eligible - Section 1.10 | 17 | CUYD | ||
| 27 | Class AA Concrete for 5" or less deck FHWA ER Eligible - Section 1.10 | 40 | CUYD | ||
| 28 | Class B -Mass Concrete-Excavation Refill FHWA ER Eligible - Section 1.11 | 100 | CUYD | ||
| 29 | Class B-Gravity Retain Walls 0-5.0ft FHWA ER Eligible - Section 1.11 | 100 | CUYD | ||
| 30 | Class B-Gravity Retaining Walls 5.1-8.0ft FHWA ER Eligible - Section 1.11 | 100 | CUYD | ||
| 31 | Class B-Gravity Retaining Walls 8.1-12.0ft FHWA ER Eligible - Section 1.11 | 100 | CUYD | ||
| 32 | Concrete Barrier Wall Type 9T FHWA ER Eligible - Section 1.12 | 220 | LNFT | ||
| 33 | Class M Full Depth Patch-w/rigging FHWA ER Eligible - Section 1.13 | 8 | CUYD | ||
| 34 | Class M Full Depth Patch-w/o rigging FHWA ER Eligible - Section 1.14 | 3 | CUYD | ||
| 35 | Concrete Coatings FHWA ER Eligible - Section 1.15 | 825 | SQFT | ||
| 36 | Concrete Overlay - Latex 0-10 CY FHWA ER Eligible - Section 1.16 | 9 | CUYD | ||
| 37 | Concrete Overlay - Latex 10-25 CY FHWA ER Eligible - Section 1.16 | 15 | CUYD | ||
| 38 | Concrete Overlay - Latex 25+ CY FHWA ER Eligible - Section 1.16 | 30 | CUYD | ||
| 39 | Concrete Patching 0-200 SF w/special eq FHWA ER Eligible - Section 1.17 | 25 | SQFT | ||
| 40 | Concrete Patching 0-200SF w/o special eq FHWA ER Eligible - Section 1.17 | 50 | SQFT | ||
| 41 | Concrete Patching 200SF + w/o special eq FHWA ER Eligible - Section 1.17 | 180 | SQFT | ||
| 42 | Concrete Patching 200SF + w/special eq FHWA ER Eligible - Section 1.17 | 380 | SQFT | ||
| 43 | Concrete Sealing FHWA ER Eligible - Section 1.18 | 2230 | SQFT | ||
| 44 | Cyclopean Stone Rip-rap/No Overhead Ob FHWA ER Eligible - Section 1.19 | 230 | TON | ||
| 45 | Cyclopean Stone Rip-rap w/Overhead Ob FHWA ER Eligible - Section 1.20 | 156 | TON | ||
| 46 | Deck Drain Retrofit FHWA ER Eligible - Section 1.21 | 8 | EACH | ||
| 47 | Eliminate Transverse Joint FHWA ER Eligible - Section 1.22 | 72 | LNFT | ||
| 48 | Erosion Control Blanket FHWA ER Eligible - Section 1.23 | 100 | SQYD | ||
| 49 | Expansion Joint Replacement 2 1/2 IN FHWA ER Eligible - Section 1.24 | 100 | LNFT | ||
| 50 | Expansion Joint Replacement 4 IN FHWA ER Eligible - Section 1.25 | 32 | LNFT | ||
| 51 | Epoxy Sand Slurry FHWA ER Eligible - Section 1.26 | 760 | SQYD | ||
| 52 | Foundation Prep FHWA ER Eligible - Section 1.27 | 1 | SQYD | ||
| 53 | Geotextile Fabric for Slope Protection FHWA ER Eligible - Section 1.28 | 200 | SQYD | ||
| 54 | Geotextile Fabric for Subsurface Drainage FHWA ER Eligible - Section 1.29 | 465 | SQYD | ||
| 55 | Geotextile Fabric – High Strength Fabric FHWA ER Eligible - Section 1.30 | 50 | SQYD | ||
| 56 | Initial Fertilizer FHWA ER Eligible - Section 1.31 | 10 | TON | ||
| 57 | Install Temp Crash Cushion FHWA ER Eligible - Section 1.32 | 1 | EA | ||
| 58 | Jack and Support Bridge Span FHWA ER Eligible - Section 1.33 | 4 | LMP | ||
| 59 | Joint Sealing FHWA ER Eligible - Section 1.34 | 75 | LNFT | ||
| 60 | Lane Closure Shift for Two- Lane Highway FHWA ER Eligible - Section 1.35 | 1 | LMP | ||
| 61 | Lane Closure for Multi- Lane Highway Case I FHWA ER Eligible - Section 1.36 | 3 | LMP | ||
| 62 | Lane Closure for Multi- Lane Highway Case II FHWA ER Eligible - Section 1.36 | 1 | LMP | ||
| 63 | Machine Prep of Slab (no existing overlay) FHWA ER Eligible - Section 1.37 | 153 | SQYD | ||
| 64 | Partial Depth Patching FHWA ER Eligible - Section 1.38 | 5 | CUYD | ||
| 65 | Pavement Striping Temp Removeable Tape BLK FHWA ER Eligible - Section 1.39 | 1300 | LNFT | ||
| 66 | Pavement Striping Permanent Paint 4 IN FHWA ER Eligible - Section 1.40 | 675 | LNFT | ||
| 67 | Pavement Striping Temp Removeable Tape WHT FHWA ER Eligible - Section 1.41 | 2600 | LNFT | ||
| 68 | Pavement Striping Temp Removeable Tape YLW FHWA ER Eligible - Section 1.42 | 1760 | LNFT | ||
| 69 | Pile Points-12 IN FHWA ER Eligible - Section 1.43 | 5 | EA | ||
| 70 | Portable Changeable Message Sign FHWA ER Eligible - Section 1.44 | 2 | EA | ||
| 71 | Predrilling for Pile Installation FHWA ER Eligible - Section 1.45 | 46 | LNFT | ||
| 72 | Predrilled Piling – Solid Rock FHWA ER Eligible - Section 1.46 | 24 | LNFT | ||
| 73 | Prestressed Box Beam B12 or CB12 FHWA ER Eligible - Section 1.47 | 200 | LNFT | ||
| 74 | Prestressed Box Beam B17 or CB17 FHWA ER Eligible - Section 1.47 | 180 | LNFT | ||
| 75 | Prestressed Box Beam B21 or CB21 FHWA ER Eligible - Section 1.47 | 285 | LNFT | ||
| 76 | Prestressed Box Beam B27 or CB 27 FHWA ER Eligible - Section 1.47 | 400 | LNFT | ||
| 77 | Prestressed Box Beam B33 or CB33 FHWA ER Eligible - Section 1.47 | 400 | LNFT | ||
| 78 | Prestressed Box Beam B42 or CB42 FHWA ER Eligible - Section 1.47 | 520 | LNFT | ||
| 79 | Railing System Side Mounted MGS FHWA ER Eligible - Section 1.48 | 165 | LNFT | ||
| 80 | Railing System T631 FHWA ER Eligible - Section 1.49 | 48 | LNFT | ||
| 81 | Railing System Type 2 FHWA ER Eligible - Section 1.50 | 280 | LNFT | ||
| 82 | Railing System 36 IN Single Slope FHWA ER Eligible - Section 1.51 | 100 | LNFT | ||
| 83 | Railing System 40 IN Single Slope FHWA ER Eligible - Section 1.52 | 100 | LNFT | ||
| 84 | Relocate Crash Cushion FHWA ER Eligible - Section 1.53 | 1 | EA | ||
| 85 | Relocate Temporary Concrete Barrier FHWA ER Eligible - Section 1.54 | 280 | LNFT | ||
| 86 | Remove Epoxy Bit Foreign Overlay FHWA ER Eligible - Section 1.55 | 175 | SQYD | ||
| 87 | Remove Guardrail FHWA ER Eligible - Section 1.56 | 155 | LNFT | ||
| 88 | Repair Concrete Curb FHWA ER Eligible - Section 1.57 | 6 | LNFT | ||
| 89 | Seeding and Protection FHWA ER Eligible - Section 1.58 | 190 | SQYD | ||
| 90 | Sheet Piling 0-300FT FHWA ER Eligible - Section 1.59 | 150 | LNFT | ||
| 91 | Sheet Piling 300-500FT FHWA ER Eligible - Section 1.60 | 350 | LNFT | ||
| 92 | Sheet Piling 500-800FT FHWA ER Eligible - Section 1.61 | 550 | LNFT | ||
| 93 | Sheet Piling 800+ FT FHWA ER Eligible - Section 1.62 | 850 | LNFT | ||
| 94 | Steel Diaphragm (Beam Depths-Up to 14" nom) FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 95 | Steel Diaphragm (Beam Depths-Up to 20" nom) FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 96 | Steel Diaphragm (Beam Depths-Up to 24" nom) FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 97 | Steel Diaphragm (Beam Depths-Up to 30" nom) FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 98 | Steel Diaphragm (Beam Depths-Up to 36" nom) FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 99 | Steel Diaphragm (Beam Depths-Up to 24" nom) Composite Beam FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 100 | Steel Diaphragm (Beam Depths-Up to 30" nom) Composite Beam FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 101 | Steel Diaphragm (Beam Depths-Up to 36" nom) Composite Beam FHWA ER Eligible - Section 1.63 | 3 | EA | ||
| 102 | Steel Grid Deck (Filled) FHWA ER Eligible - Section 1.64 | 400 | SQFT | ||
| 103 | Steel Grid Deck (open) FHWA ER Eligible - Section 1.65 | 400 | SQFT | ||
| 104 | Steel Piles HP12x53-20 to 50ft long FHWA ER Eligible - Section 1.66 | 485 | LNFT | ||
| 105 | Steel Piles HP12x53-up to 20ft long FHWA ER Eligible - Section 1.66 | 100 | LNFT | ||
| 106 | Steel Reinforcement FHWA ER Eligible - Section 1.67 | 2600 | LB | ||
| 107 | Steel Reinforcement-Epoxy Coated FHWA ER Eligible - Section 1.68 | 3600 | LB | ||
| 108 | Structural Excavation-Common FHWA ER Eligible - Section 1.69 | 380 | CUYD | ||
| 109 | Structural Excavation-Solid Rock FHWA ER Eligible - Section 1.70 | 115 | CUYD | ||
| 110 | Structural Removal-Asphalt Deck w/Steel FHWA ER Eligible - Section 1.71 | 1500 | SQFT | ||
| 111 | Structural Removal-Concrete FHWA ER Eligible - Section 1.72 | 25 | CUYD | ||
| 112 | Structural Removal-Beam (34-48 ft span) FHWA ER Eligible - Section 1.73 | 280 | LNFT | ||
| 113 | Structural Removal-Beam (48-56 ft span) FHWA ER Eligible - Section 1.74 | 380 | LNFT | ||
| 114 | Structural Removal-Beam (56-70 ft span) FHWA ER Eligible - Section 1.75 | 700 | LNFT | ||
| 115 | Structural Removal-Beam (Up to 34 ft span) FHWA ER Eligible - Section 1.76 | 200 | LNFT | ||
| 116 | Structural Removal-Concrete Deck FHWA ER Eligible - Section 1.77 | 800 | SQFT | ||
| 117 | Structural Removal-Steel Grid Deck FHWA ER Eligible - Section 1.78 | 200 | SQFT | ||
| 118 | Structural Removal-Structural Steel 32-65ft FHWA ER Eligible - Section 1.79 | 400 | LNFT | ||
| 119 | Structural Removal-Structural Steel 0-32 ft FHWA ER Eligible - Section 1.80 | 130 | LNFT | ||
| 120 | Structural Removal-Timber Deck FHWA ER Eligible - Section 1.81 | 750 | SQFT | ||
| 121 | Structural Steel (Beam 15ft-32ft) FHWA ER Eligible - Section 1.82 | 8700 | LB | ||
| 122 | Structural Steel (Beam 32.01ft-62ft) FHWA ER Eligible - Section 1.82 | 12800 | LB | ||
| 123 | Structure Granular Backfill FHWA ER Eligible - Section 1.83 | 50 | CUYD | ||
| 124 | Temporary Ditch FHWA ER Eligible - Section 1.84 | 150 | LNFT | ||
| 125 | Temporary Signal 2 Phase FHWA ER Eligible - Section 1.85 | 1 | EA | ||
| 126 | Temporary Signal Multi-Phase FHWA ER Eligible - Section 1.86 | 1 | EA | ||
| 127 | Temporary Signs FHWA ER Eligible - Section 1.87 | 250 | SQFT | ||
| 128 | Temporary Silt Fence FHWA ER Eligible - Section 1.88 | 200 | LNFT | ||
| 129 | TTC-110 Lane Closure w/traffic signals FHWA ER Eligible - Section 1.89 | 1 | LMP | ||
| 130 | TTC-115 Lane Closure-Multi Lane Hwy FHWA ER Eligible - Section 1.90 | 2 | LMP | ||
| 131 | TTC-125 Double Lane Closure FHWA ER Eligible - Section 1.91 | 2 | LMP | ||
| 132 | Waterproof Membrane FHWA ER Eligible - Section 1.92 | 150 | SQYD |
Sheet2
File details come from the government source that posted it. Updated .