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.

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File Type Posted
1-RFB 2026-018 Bid Package.pdf PDF
3-Excel Price Sheet Schedule 1-Revised.xlsx XLSX spreadsheet
2-RFB 2026-018 Zoom Information.pdf PDF

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Text version

Bid Form

Item No.Spec No.Item Description and Unit Price in WordsEstimated
QuantityUnitUnit Price in NumbersTotal Amount per Item
FAA AIP No. 3-48-0220-053-2025
Base Bid - Schedule 2
General Project Items
1.01C-100Contractor Quality Control Program (CQCP)1LS
at dollars$$
and cents
1.02C-100Rock Construction Entrance1EA
at dollars$$
and cents
1.03C-105Mobilization (Base Bid Items)1LS
at dollars$$
and cents
1.04C-102Temporary Air and Water Pollution, Soil Erosion, and Siltation Control1LS
at dollars$$
and cents
1.05P-151Clearing and Grubbing1LS
at dollars$$
and cents
SUBTOTAL AMOUNT OF GENERAL PROJECT ITEMS (IN WORDS)
$
Runway 1/19 4-Inch Mill & Overlay Keel (Middle 50-Feet) and Extensions to Taxiways
2.01P-101Asphaltic Concrete Cold Milling - 4.00"62,255SY
at dollars$$
and cents
2.02P-101/P-605Crack Sealing >1/4"-1"25,000LF
at dollars$$
and cents
2.03P-101/P-605Crack Sealing >1"220LF
at dollars$$
and cents
2.04P-602Emulsified Asphalt Prime Coat18,680GAL
at dollars$$
and cents
2.05P-603Emulsified Asphalt Tack Coat11,830GAL
at dollars$$
and cents
2.06P-4014" HMA Surface Course14,950TON
at dollars$$
and cents
2.07P-621Saw-Cut Grooving62,255SY
at dollars$$
and cents
2.08T-901Seeding (Only at Milling Stockpile Location & Staging Areas)7AC
at dollars$$
and cents
2.09T-904Sod 5' Adjacent to Pavement1,500SY
at dollars$$
and cents
2.10T-905Topsoiling170CY
at dollars$$
and cents
2.11P-620Surface Preparation for Pavement61,451SF
at dollars$$
and cents
2.12P-620Remove Existing Pavement Markings14,803SF
at dollars$$
and cents
2.13P-620Surface Preparation of Existing markings for Remarking66,176SF
at dollars$$
and cents
2.14P-620Temporary Markings47,996SF
at dollars$$
and cents
2.15P-620Yellow Pavement Markings (Reflective)1,737SF
at dollars$$
and cents
2.16P-620White Pavement Markings (Reflective)104,840SF
at dollars$$
and cents
2.17P-620Black Pavement Markings (Non-Reflective)21,050SF
at dollars$$
and cents
2.18P-620Apply Seal Coat over removed markings1,060SF
at dollars$$
and cents
2.19L-125Temporary Connection of Holding Position Sign to Taxiway Circuit and Reconnection to Runway Circuit2EA
at dollars$$
and cents
2.2SS-105Preparation of Safety Plan Compliance Document1LS
at dollars$$
and cents
2.21SS-105Barricades and Markings for Pavement Closures1LS
at dollars$$
and cents
2.22F-161Remove and Replace Existing Fence, Class D40LF
at dollars$$
and cents
2.23F-161Remove and Replace Existing Vehicular Gate1EA
at dollars$$
and cents
2.24D-70124" RCP (Class III) Including Excavation & Backfill50LF
at dollars$$
and cents
2.25D-75224" S.E.T. (6:1)(TxDOT Detail PSET-SP)2EA
at dollars$$
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
3.01P-152Unclassified Excavation540CY
at dollars$$
and cents
3.02P-101Pavement Removal1,100SY
at dollars$$
and cents
3.03P-602Emulsified Asphalt Prime Coat360GAL
at dollars$$
and cents
3.04P-603Emulsified Asphalt Tack Coat240GAL
at dollars$$
and cents
3.05P-4014" HMA Surface Course255TON
at dollars$$
and cents
3.06P-40312" HMA Base Course800TON
at dollars$$
and cents
3.07P-1558" Lime Treated Subgrade1,215SY
at dollars$$
and cents
3.08P-155Lime (6%)25TON
at dollars$$
and cents
3.09T-904Sod1,110SY
at dollars$$
and cents
3.10T-905Topsoiling125CY
at dollars$$
and cents
3.11P-620Surface Preparation for Pavement1,174SF
at dollars$$
and cents
3.12P-620Temporary Markings426SF
at dollars$$
and cents
3.13P-620Yellow Pavement Markings (Reflective)426SF
at dollars$$
and cents
3.14P-620Black Pavement Markings (Non-Reflective)748SF
at dollars$$
and cents
3.15L-108No. 8 AWG, 5 kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit1,406LF
at dollars$$
and cents
3.16L-108No. 6 AWG, Solid, Bare Copper Counterpoise Wire, Installed in Trench, Including Connections/Terminations440LF
at dollars$$
and cents
3.17L-110Remove Existing L-824 Cable from Conduit1,406LF
at dollars$$
and cents
3.18L-1102" Sch 40 PVC Conduit, Installed in Trench Including Excavation and Backfill652LF
at dollars$$
and cents
3.19L-110Remove Existing 2" Conduit440LF
at dollars$$
and cents
3.20L-115Install L-867D Handhole2EA
at dollars$$
and cents
3.21L-125Remove and Salvage Existing Light Fixture and Transformer6EA
at dollars$$
and cents
3.22L-125Remove Existing Light Can and Concrete Encasement6EA
at dollars$$
and cents
3.23L-125Install Salvaged Taxiway Edge Light in New Base Can with Concrete Encasement in Turf6EA
at dollars$$
and cents
3.24L-125Install New LED Taxiway Edge Light in New Base Can with Concrete Encasement in Turf2EA
at dollars$$
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
4.01SS-3011Reinforcement Grid for Asphalt Pavement62,255SY
at dollars$$
and cents
TOTAL AMOUNT OF ADDITIVE ALTERNATE 2B (IN WORDS)
$
Additive Alternate 2C: Abandoned Taxiway Removal
5.01P-152Unclassified Excavation650CY
at dollars$$
and cents
5.02P-101Pavement Removal1,772SY
at dollars$$
and cents
5.03T-904Sodding3,200SY
at dollars$$
and cents
5.04T-905Topsoiling355CY
at dollars$$
and cents
5.05L-108No. 8 AWG, 5 kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit1,418LF
at dollars$$
and cents
5.06L-108No. 6 AWG, Solid, Bare Copper Counterpoise Wire, Installed in Trench, Including Connections/Terminations1,301LF
at dollars$$
and cents
5.07L-108Remove Existing L-824 Cable from Conduit1,418LF
at dollars$$
and cents
5.08L-1102" Sch 40 PVC Conduit, Installed in Trench Including Excavation and Backfill1,301LF
at dollars$$
and cents
5.09L-125Remove Abandoned Sign Foundation6EA
at dollars$$
and cents
5.1L-125Remove Existing Junction Can and Concrete Encasement2EA
at dollars$$
and cents
5.11L-125Remove Abandoned Light Can and Concrete Encasement11EA
at dollars$$
and cents
5.12L-125Remove and Salvage Existing Light Fixture and Transformer9EA
at dollars$$
and cents
5.13L-125Remove Existing Light Can and Concrete Encasement9EA
at dollars$$
and cents
5.14L-125Install Salvaged Taxiway Edge Light in New Base Can with Concrete Encasement in Turf4EA
at dollars$$
and cents
5.15L-125Install New Elevated High Intensity Runway Edge Light in New Base Can with Concrete Encasement in Turf1EA
at dollars$$
and cents
TOTAL AMOUNT OF ADDITIVE ALTERNATE 2C (IN WORDS)
$

File details come from the government source that posted it. Updated .