3-Excel Price Sheet Schedule 1-Revised.xlsx
XLSX spreadsheet 31 KB Posted
- Attached to
- Waco Regional Airport Runway 1-19 Rehabilitation
- Solicitation number
- RFB 2026-018
- Issued by
- Mclennan County, Texas
About this file
This is a bid form price sheet for the City of Waco's Runway 1-19 Rehabilitation project at Waco Regional Airport in Texas, funded under FAA AIP No. 3-48-0220-053-2025. The project encompasses a comprehensive rehabilitation of airport infrastructure including a 4-inch mill and overlay of Runway 1/19 at full width, reconstruction of Taxiway Charlie, 4-inch mill and overlay of connecting taxiways (A-North, A1, A2, A3, A4, A-South), and miscellaneous lighting, electrical, and pavement marking work. The base bid schedule includes general project items such as contractor quality control, mobilization, and erosion control; runway work with quantities including 118,470 square yards of asphaltic concrete cold milling, 28,500 tons of 4-inch HMA surface course, pavement markings totaling over 234,000 square feet, and various lighting and electrical installations; and Taxiway Charlie reconstruction with 540 cubic yards of excavation, 255 tons of HMA surface course, 800 tons of HMA base course, and cable and conduit work.
The price sheet requires bidders to submit unit prices and total amounts for each line item across multiple bid schedules. Four additive alternates are included: Additive Alternate 1A for geotextile grid crack retardent on the full runway width (118,470 square yards), Additive Alternate 1B for connecting taxiways 4-inch mill and overlay (13,183 square yards of milling and 3,065 tons of surface course), Additive Alternate 1C for geotextile grid on connecting taxiways (13,183 square yards), and Additive Alternate 1D for abandoned taxiway removal including excavation, pavement removal, sodding, and lighting relocations. Bidders must provide all pricing in both written and numerical formats, with subtotals required for each section and a total amount for the base bid schedule. The form does not specify response due dates, contract terms, or renewal options on this pricing sheet.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 1-RFB 2026-018 Bid Package.pdf | ||
| 2-RFB 2026-018 Zoom Information.pdf | ||
| 4-Excel Price Sheet Schedule 2-Revised.xlsx | XLSX spreadsheet |
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Text version
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 1 | |||||||
| 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 GENERAL PROJECT ITEMS (IN WORDS) | |
| $ |
| Runway 1/19 4-Inch Mill & Overlay (Full Width) | ||||||
| 2.01 | P-101 | Asphaltic Concrete Cold Milling - 4.00" | 118,470 | SY | ||
| at dollars | $ | $ | ||||
| and cents |
| 2.02 | P-101/P-605 | Crack Sealing >1/4"-1" | 55,000 | LF | ||
| at dollars | $ | $ | ||||
| and cents |
| 2.03 | P-101/P-605 | Crack Sealing >1" | 480 | LF | ||
| at dollars | $ | $ | ||||
| and cents |
| 2.04 | P-101 | Full Depth Pavement Repair | 593 | SY | ||
| at dollars | $ | $ | ||||
| and cents |
| 2.05 | P-602 | Emulsified Asphalt Prime Coat | 35,550 | GAL | ||
| at dollars | $ | $ | ||||
| and cents |
| 2.06 | P-603 | Emulsified Asphalt Tack Coat | 22,510 | GAL | ||
| at dollars | $ | $ | ||||
| and cents |
| 2.07 | P-401 | 4" HMA Surface Course | 28,500 | TON | ||
| at dollars | $ | $ | ||||
| and cents |
| 2.08 | P-621 | Saw-Cut Grooving | 118,470 | SY | ||
| at dollars | $ | $ | ||||
| and cents |
| 2.09 | T-901 | Seeding (Only at Milling Stockpile Location & Staging Areas) | 7 | AC | ||
| at dollars | $ | $ | ||||
| and cents |
| 2.10 | T-904 | Sod 5' Adjacent to Pavement | 7,000 | SY | ||
| at dollars | $ | $ | ||||
| and cents |
| 2.11 | T-905 | Topsoiling | 780 | CY | ||
| at dollars | $ | $ | ||||
| and cents |
| 2.12 | P-620 | Surface Preparation for Pavement | 127,627 | SF | ||
| at dollars | $ | $ | ||||
| and cents |
| 2.13 | P-620 | Temporary Markings | 106,577 | SF | ||
| at dollars | $ | $ | ||||
| and cents |
| 2.14 | P-620 | Yellow Pavement Markings (Reflective) | 1,737 | SF | ||
| at dollars | $ | $ | ||||
| and cents |
| 2.15 | P-620 | White Pavement Markings (Reflective) | 104,840 | SF | ||
| at dollars | $ | $ | ||||
| and cents |
| 2.16 | P-620 | Black Pavement Markings (Non-Reflective) | 21,050 | SF | ||
| at dollars | $ | $ | ||||
| and cents |
| 2.17 | L-125 | Temporary Connection of Holding Position Sign to Taxiway Circuit and Reconnection to Runway Circuit | 2 | EA | ||
| at dollars | $ | $ | ||||
| and cents |
| 2.18 | L-125 | Remove Existing Runway Threshold/End Light and Install Steel Plat on Light Can | 16 | EA | ||
| at dollars | $ | $ | ||||
| and cents |
| 2.19 | L-125 | Reinstall Existing Runway Threshold/End Light in Existing Base Can | 16 | EA | ||
| at dollars | $ | $ | ||||
| and cents |
| 2.20 | 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 RUNWAY 1/19 4-INCH MILL & OVERLAY (FULL WIDTH) (IN WORDS) | |
| $ |
| 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 |
| SUBTOTAL AMOUNT OF TAXIWAY CHARLIE RECONSTRUCTION (IN WORDS) | |
| $ |
| TOTAL AMOUNT OF BASE BID SCHEDULE 1 (IN WORDS) | |
| $ |
| Additive Alternate 1A: Full Runway Width Geotextile Grid Crack Retardent | ||||||
| 4.01 | SS-3011 | Reinforcement Grid for Asphalt Pavement | 118,470 | SY | ||
| at dollars | $ | $ | ||||
| and cents |
| TOTAL AMOUNT OF ADDITIVE ALTERNATE 1A (IN WORDS) | |
| $ |
| Additive Alternate 1B: Connecting Taxiways 4" Mill & Overlay (A-North, A1, A2, A3, A4, A-South) | ||||||
| 5.01 | P-101 | Asphaltic Concrete Cold Milling - 4.00" | 13,183 | SY | ||
| at dollars | $ | $ | ||||
| and cents |
| 5.02 | P-101 | Crack Sealing >1/4"-1" | 11,200 | LF | ||
| at dollars | $ | $ | ||||
| and cents |
| 5.03 | P-101 | Crack Sealing >1" | 65 | LF | ||
| at dollars | $ | $ | ||||
| and cents |
| 5.04 | P-101 | Full Depth Pavement Repair | 68 | SY | ||
| at dollars | $ | $ | ||||
| and cents |
| 5.05 | P-602 | Emulsified Asphalt Prime Coat | 3,955 | GAL | ||
| at dollars | $ | $ | ||||
| and cents |
| 5.06 | P-603 | Emulsified Asphalt Tack Coat | 2,505 | GAL | ||
| at dollars | $ | $ | ||||
| and cents |
| 5.07 | P-401 | 4" HMA Surface Course | 3,065 | TON | ||
| at dollars | $ | $ | ||||
| and cents |
| 5.08 | T-904 | Sod 5' Adjacent to Pavement | 1,450 | SY | ||
| at dollars | $ | $ | ||||
| and cents |
| 5.09 | T-905 | Topsoiling | 160 | CY | ||
| at dollars | $ | $ | ||||
| and cents |
| 5.10 | P-620 | Surface Preparation for Pavement | 8,975 | SF | ||
| at dollars | $ | $ | ||||
| and cents |
| 5.11 | P-620 | Temporary Markings | 3,351 | SF | ||
| at dollars | $ | $ | ||||
| and cents |
| 5.12 | P-620 | Yellow Pavement Markings (Reflective) | 3,351 | SF | ||
| at dollars | $ | $ | ||||
| and cents |
| 5.13 | P-620 | Black Pavement Markings (Non-Reflective) | 5,624 | SF | ||
| at dollars | $ | $ | ||||
| and cents |
| 5.14 | P-620 | Preformed Thermoplastic Markings | 1,894 | SF | ||
| at dollars | $ | $ | ||||
| and cents |
| 5.15 | L-125 | Remove and Salvage Existing Light Fixture and Transformer | 16 | EA | ||
| at dollars | $ | $ | ||||
| and cents |
| 5.16 | L-125 | Remove Existing Light Can and Concrete Encasement by Coring | 16 | EA | ||
| at dollars | $ | $ | ||||
| and cents |
| 5.17 | L-125 | Install Salvaged Taxiway Edge Light in New Base Can with Concrete Encasement in HMAC Shoulder | 7 | EA | ||
| at dollars | $ | $ | ||||
| and cents |
| 5.18 | L-125 | Install Salvaged In-Pavement Runway Edge Light in New Base Can with Concrete Encasement | 9 | EA | ||
| at dollars | $ | $ | ||||
| and cents |
| TOTAL AMOUNT OF ADDITIVE ALTERNATE 1B (IN WORDS) | |
| $ |
| Additive Alternate 1C: Connecting Taxiways Geotextile Grid Crack Retardent | ||||||
| 6.01 | SS-3011 | Reinforcement Grid for Asphalt Pavement | 13,183 | SY | ||
| at dollars | $ | $ | ||||
| and cents |
| TOTAL AMOUNT OF ADDITIVE ALTERNATE 1C (IN WORDS) | |
| $ |
| Additive Alternate 1D: Abandoned Taxiway Removal | ||||||
| 7.01 | P-152 | Unclassified Excavation | 650 | CY | ||
| at dollars | $ | $ | ||||
| and cents |
| 7.02 | P-101 | Pavement Removal | 1,772 | SY | ||
| at dollars | $ | $ | ||||
| and cents |
| 7.03 | T-904 | Sodding | 3,200 | SY | ||
| at dollars | $ | $ | ||||
| and cents |
| 7.04 | T-905 | Topsoiling | 355 | CY | ||
| at dollars | $ | $ | ||||
| and cents |
| 7.05 | 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 |
| 7.06 | L-108 | No. 6 AWG, Solid, Bare Copper Counterpoise Wire, Installed in Trench, Including Connections/Terminations | 1,301 | LF | ||
| at dollars | $ | $ | ||||
| and cents |
| 7.07 | L-108 | Remove Existing L-824 Cable from Conduit | 1,418 | LF | ||
| at dollars | $ | $ | ||||
| and cents |
| 7.08 | L-110 | 2" Sch 40 PVC Conduit, Installed in Trench Including Excavation and Backfill | 1,301 | LF | ||
| at dollars | $ | $ | ||||
| and cents |
| 7.09 | L-125 | Remove Abandoned Sign Foundation | 6 | EA | ||
| at dollars | $ | $ | ||||
| and cents |
| 7.1 | L-125 | Remove Existing Junction Can and Concrete Encasement | 2 | EA | ||
| at dollars | $ | $ | ||||
| and cents |
| 7.11 | L-125 | Remove Abandoned Light Can and Concrete Encasement | 11 | EA | ||
| at dollars | $ | $ | ||||
| and cents |
| 7.12 | L-125 | Remove and Salvage Existing Light Fixture and Transformer | 9 | EA | ||
| at dollars | $ | $ | ||||
| and cents |
| 7.13 | L-125 | Remove Existing Light Can and Concrete Encasement | 9 | EA | ||
| at dollars | $ | $ | ||||
| and cents |
| 7.14 | L-125 | Install Salvaged Taxiway Edge Light in New Base Can with Concrete Encasement in Turf | 4 | EA | ||
| at dollars | $ | $ | ||||
| and cents |
| 7.15 | 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 1D (IN WORDS) | |
| $ |
File details come from the government source that posted it. Updated .