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Bid Form
| Item No. | Spec No. | | Item Description and Unit Price in Words | | Estimated | |
| Quantity | Unit | Unit Price in Numbers | | Total Amount per Item | | | |
| FAA AIP No. 3-48-0220-053-2025 | | | | | | |
| Base Bid - Schedule 2 | | | | | | |
| General Project Items | | | | | | |
| 1.01 | C-100 | Contractor Quality Control Program (CQCP) | | | 1 | LS |
| | | at | | dollars | | |
| | | and | | cents | | |
| 1.02 | C-100 | Rock Construction Entrance | | 1 | EA |
| | at | dollars | | |
| | and | cents | | |
| 1.03 | C-105 | Mobilization (Base Bid Items) | | 1 | LS |
| | at | dollars | | |
| | and | cents | | |
| 1.04 | C-102 | Temporary Air and Water Pollution, Soil Erosion, and Siltation Control | | 1 | LS |
| | at | dollars | | |
| | and | cents | | |
| 1.05 | P-151 | Clearing and Grubbing | | 1 | LS |
| | at | dollars | | |
| | and | cents | | |
SUBTOTAL AMOUNT OF BASE BID SECTION (IN WORDS)
| Runway 1/19 4-Inch Mill & Overlay Keel (Middle 50-Feet) and Extensions to Taxiways | | | | | |
| 2.01 | P-101 | Asphaltic Concrete Cold Milling - 4.00" | | 62,255 | SY |
| | at | dollars | | |
| | and | cents | | |
| 2.02 | P-101/ P-605 | Crack Sealing >1/4"-1" | | 25,000 | LF |
| | at | dollars | | |
| | and | cents | | |
| 2.03 | P-101/ P-605 | Crack Sealing >1" | | 220 | LF |
| | at | dollars | | |
| | and | cents | | |
| 2.04 | P-602 | Emulsified Asphalt Prime Coat | | | 0 | - | | |
| | at | Zero | dollars | | | 0.00 | 0.00 |
| | and | Zero | cents | | | | |
| 2.05 | P-603 | Emulsified Asphalt Tack Coat | | 11,830 | GAL |
| | at | dollars | | |
| | and | cents | | |
| 2.06 | P-401 | 4" HMA Surface Course | | 14,950 | TON |
| | at | dollars | | |
| | and | cents | | |
| 2.07 | P-621 | Saw-Cut Grooving | | 62,255 | SY |
| | at | dollars | | |
| | and | cents | | |
| 2.08 | T-901 | Seeding (Only at Milling Stockpile Location & Staging Areas) | | 7 | AC |
| | at | dollars | | |
| | and | cents | | |
| 2.09 | T-904 | Sod 5' Adjacent to Pavement | | 1,500 | SY |
| | at | dollars | | |
| | and | cents | | |
| 2.10 | T-905 | Topsoiling | | 170 | CY |
| | at | dollars | | |
| | and | cents | | |
| 2.11 | P-620 | Surface Preparation for Pavement | | 61,451 | SF |
| | at | dollars | | |
| | and | cents | | |
| 2.12 | P-620 | Remove Existing Pavement Markings | | 14,803 | SF |
| | at | dollars | | |
| | and | cents | | |
| 2.13 | P-620 | Surface Preparation of Existing markings for Remarking | | 66,176 | SF |
| | at | dollars | | |
| | and | cents | | |
| 2.14 | P-620 | Temporary Markings | | 47,996 | SF |
| | at | dollars | | |
| | and | cents | | |
| 2.15 | P-620 | Yellow Pavement Markings (Reflective) | | 1,737 | SF |
| | at | dollars | | |
| | and | cents | | |
| 2.16 | P-620 | White Pavement Markings (Reflective) | | 104,840 | SF |
| | at | dollars | | |
| | and | cents | | |
| 2.17 | P-620 | Black Pavement Markings (Non-Reflective) | | 21,050 | SF |
| | at | dollars | | |
| | and | cents | | |
| 2.18 | P-620 | Apply Seal Coat over removed markings | | 1,060 | SF |
| | at | dollars | | |
| | and | cents | | |
| 2.19 | L-125 | Temporary Connection of Holding Position Sign to Taxiway Circuit and Reconnection to Runway Circuit | | 2 | EA |
| | at | dollars | | |
| | and | cents | | |
| 2.2 | SS-105 | Preparation of Safety Plan Compliance Document | | 1 | LS |
| | at | dollars | | |
| | and | cents | | |
| 2.21 | SS-105 | Barricades and Markings for Pavement Closures | | 1 | LS |
| | at | dollars | | |
| | and | cents | | |
| 2.22 | F-161 | Remove and Replace Existing Fence, Class D | | 40 | LF |
| | at | dollars | | |
| | and | cents | | |
| 2.23 | F-161 | Remove and Replace Existing Vehicular Gate | | 1 | EA |
| | at | dollars | | |
| | and | cents | | |
| 2.24 | D-701 | 24" RCP (Class III) Including Excavation & Backfill | | 50 | LF |
| | at | dollars | | |
| | and | cents | | |
| 2.25 | D-752 | 24" S.E.T. (6:1)(TxDOT Detail PSET-SP) | | 2 | EA |
| | at | dollars | | |
| | and | cents | | |
SUBTOTAL AMOUNT OF BASE BID SECTION (IN WORDS)
TOTAL AMOUNT OF BASE BID (IN WORDS)
| Additive Alternate 2A: Taxiway Charlie Reconstruction | | | | | |
| 3.01 | P-152 | Unclassified Excavation | | 540 | CY |
| | at | dollars | | |
| | and | cents | | |
| 3.02 | P-101 | Pavement Removal | | 1,100 | SY |
| | at | dollars | | |
| | and | cents | | |
| 3.03 | P-602 | Emulsified Asphalt Prime Coat | | 360 | GAL |
| | at | dollars | | |
| | and | cents | | |
| 3.04 | P-603 | Emulsified Asphalt Tack Coat | | 240 | GAL |
| | at | dollars | | |
| | and | cents | | |
| 3.05 | P-401 | 4" HMA Surface Course | | 255 | TON |
| | at | dollars | | |
| | and | cents | | |
| 3.06 | P-403 | 12" HMA Base Course | | 800 | TON |
| | at | dollars | | |
| | and | cents | | |
| 3.07 | P-155 | 8" Lime Treated Subgrade | | 1,215 | SY |
| | at | dollars | | |
| | and | cents | | |
| 3.08 | P-155 | Lime (6%) | | 25 | TON |
| | at | dollars | | |
| | and | cents | | |
| 3.09 | T-904 | Sod | | 1,110 | SY |
| | at | dollars | | |
| | and | cents | | |
| 3.10 | T-905 | Topsoiling | | 125 | CY |
| | at | dollars | | |
| | and | cents | | |
| 3.11 | P-620 | Surface Preparation for Pavement | | 1,174 | SF |
| | at | dollars | | |
| | and | cents | | |
| 3.12 | P-620 | Temporary Markings | | 426 | SF |
| | at | dollars | | |
| | and | cents | | |
| 3.13 | P-620 | Yellow Pavement Markings (Reflective) | | 426 | SF |
| | at | dollars | | |
| | and | cents | | |
| 3.14 | P-620 | Black Pavement Markings (Non-Reflective) | | 748 | SF |
| | at | dollars | | |
| | and | cents | | |
| 3.15 | L-108 | No. 8 AWG, 5 kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit | | 1,406 | LF |
| | at | dollars | | |
| | and | cents | | |
| 3.16 | L-108 | No. 6 AWG, Solid, Bare Copper Counterpoise Wire, Installed in Trench, Including Connections/Terminations | | 440 | LF |
| | at | dollars | | |
| | and | cents | | |
| 3.17 | L-110 | Remove Existing L-824 Cable from Conduit | | 1,406 | LF |
| | at | dollars | | |
| | and | cents | | |
| 3.18 | L-110 | 2" Sch 40 PVC Conduit, Installed in Trench Including Excavation and Backfill | | 652 | LF |
| | at | dollars | | |
| | and | cents | | |
| 3.19 | L-110 | Remove Existing 2" Conduit | | 440 | LF |
| | at | dollars | | |
| | and | cents | | |
| 3.20 | L-115 | Install L-867D Handhole | | 2 | EA |
| | at | dollars | | |
| | and | cents | | |
| 3.21 | L-125 | Remove and Salvage Existing Light Fixture and Transformer | | 6 | EA |
| | at | dollars | | |
| | and | cents | | |
| 3.22 | L-125 | Remove Existing Light Can and Concrete Encasement | | 6 | EA |
| | at | dollars | | |
| | and | cents | | |
| 3.23 | L-125 | Install Salvaged Taxiway Edge Light in New Base Can with Concrete Encasement in Turf | | 6 | EA |
| | at | dollars | | |
| | and | cents | | |
| 3.24 | L-125 | Install New LED Taxiway Edge Light in New Base Can with Concrete Encasement in Turf | | 2 | EA |
| | at | dollars | | |
| | and | cents | | |
TOTAL AMOUNT OF ADDITIVE ALTERNATE 2A (IN WORDS)
| Additive Alternate 2B: Geotextile Grid Crack Retardent Keel (Middle 50-Feet) and Extensions to Taxiways | | | | | |
| 4.01 | SS-3011 | Reinforcement Grid for Asphalt Pavement | | 62,255 | SY |
| | at | dollars | | |
| | and | cents | | |
TOTAL AMOUNT OF ADDITIVE ALTERNATE 2B (IN WORDS)
| Additive Alternate 2C: Abandoned Taxiway Removal | | | | | |
| 5.01 | P-152 | Unclassified Excavation | | 650 | CY |
| | at | dollars | | |
| | and | cents | | |
| 5.02 | P-101 | Pavement Removal | | 1,772 | SY |
| | at | dollars | | |
| | and | cents | | |
| 5.03 | T-904 | Sodding | | 3,200 | SY |
| | at | dollars | | |
| | and | cents | | |
| 5.04 | T-905 | Topsoiling | | 355 | CY |
| | at | dollars | | |
| | and | cents | | |
| 5.05 | L-108 | No. 8 AWG, 5 kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit | | 1,418 | LF |
| | at | dollars | | |
| | and | cents | | |
| 5.06 | L-108 | No. 6 AWG, Solid, Bare Copper Counterpoise Wire, Installed in Trench, Including Connections/Terminations | | 1,301 | LF |
| | at | dollars | | |
| | and | cents | | |
| 5.07 | L-108 | Remove Existing L-824 Cable from Conduit | | 1,418 | LF |
| | at | dollars | | |
| | and | cents | | |
| 5.08 | L-110 | 2" Sch 40 PVC Conduit, Installed in Trench Including Excavation and Backfill | | 1,301 | LF |
| | at | dollars | | |
| | and | cents | | |
| 5.09 | L-125 | Remove Abandoned Sign Foundation | | 6 | EA |
| | at | dollars | | |
| | and | cents | | |
| 5.1 | L-125 | Remove Existing Junction Can and Concrete Encasement | | 2 | EA |
| | at | dollars | | |
| | and | cents | | |
| 5.11 | L-125 | Remove Abandoned Light Can and Concrete Encasement | | 11 | EA |
| | at | dollars | | |
| | and | cents | | |
| 5.12 | L-125 | Remove and Salvage Existing Light Fixture and Transformer | | 9 | EA |
| | at | dollars | | |
| | and | cents | | |
| 5.13 | L-125 | Remove Existing Light Can and Concrete Encasement | | 9 | EA |
| | at | dollars | | |
| | and | cents | | |
| 5.14 | L-125 | Install Salvaged Taxiway Edge Light in New Base Can with Concrete Encasement in Turf | | 4 | EA |
| | at | dollars | | |
| | and | cents | | |
| 5.15 | L-125 | Install New Elevated High Intensity Runway Edge Light in New Base Can with Concrete Encasement in Turf | | 1 | EA |
| | at | dollars | | |
| | and | cents | | |
TOTAL AMOUNT OF ADDITIVE ALTERNATE 2C (IN WORDS)