4-Excel Price Sheet Schedule 2-Revised.xlsx
XLSX spreadsheet 28 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 through FAA AIP No. 3-48-0220-053-2025. The project encompasses a 4-inch mill and overlay of Runway 1/19 (middle 50-feet) with extensions to taxiways, reconstruction of Taxiway Charlie, miscellaneous lighting and electrical work, pavement markings, and related site preparation. The base bid schedule includes general project items such as a Contractor Quality Control Program, mobilization, pollution control, and clearing and grubbing, followed by runway and taxiway work items including asphaltic concrete cold milling (62,255 square yards), crack sealing, prime and tack coat application, 4-inch HMA surface course (14,950 tons), saw-cut grooving, seeding, sodding, topsoiling, pavement surface preparation, removal and installation of pavement markings, temporary connection of signage, safety plan preparation, fence and gate replacement, and drainage structures.
Three additive alternates are included in the bid form: Additive Alternate 2A covers Taxiway Charlie reconstruction with unclassified excavation, pavement removal, HMA base and surface courses, lime-treated subgrade, electrical work including cable installation and light fixture relocation; Additive Alternate 2B addresses a geotextile grid crack retardant application across 62,255 square yards; and Additive Alternate 2C involves removal of an abandoned taxiway including excavation, pavement removal, sodding, topsoiling, and electrical infrastructure removal. The price sheet format requires bidders to complete unit prices and total amounts for each line item, with subtotals provided for the general project items, runway and taxiway work, and each additive alternate section.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 1-RFB 2026-018 Bid Package.pdf | ||
| 3-Excel Price Sheet Schedule 1-Revised.xlsx | XLSX spreadsheet | |
| 2-RFB 2026-018 Zoom Information.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
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 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 GENERAL PROJECT ITEMS (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 | 18,680 | GAL | ||
| at dollars | $ | $ | ||||
| and 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 RUNWAY 1/19 4-INCH MILL & OVERLAY KEEL (MIDDLE 50-FEET) AND EXTENSIONS TO TAXIWAYS (IN WORDS) | |
| $ |
| TOTAL AMOUNT OF BASE BID SCHEDULE 2 (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) | |
| $ |
File details come from the government source that posted it. Updated .