ESBD_510783_1779390646492_1-04138.00 Bid Form Schedule 1 Addendum 2.xlsx

XLSX spreadsheet 35 KB Posted

Attached to
Waco Regional Airport Runway 1-19 Rehabilitation
Solicitation number
RFB2026-018
Issued by
Loving County, Texas

About this file

This is a bid form schedule and addendum for a runway rehabilitation project at Waco Regional Airport issued by the City of Waco, Texas, funded through FAA AIP No. 3-48-0220-053-2025. The project encompasses comprehensive runway and taxiway infrastructure improvements including a 4-inch mill and overlay of Runway 1/19 at full width, reconstruction of Taxiway Charlie, and associated pavement markings, lighting modifications, and site restoration work. The base bid includes general project items such as contractor quality control, mobilization, erosion control, and clearing and grubbing, followed by runway rehabilitation work consisting of 118,470 square yards of asphaltic concrete cold milling, 55,000 linear feet of crack sealing over 1/4 inch to 1 inch, 22,510 gallons of emulsified asphalt tack coat, 28,500 tons of 4-inch HMA surface course, pavement markings totaling over 234,000 square feet, and runway lighting modifications. Taxiway Charlie reconstruction requires 1,100 square yards of pavement removal, 255 tons of 4-inch HMA surface course, 800 tons of 12-inch HMA base course, and extensive underground utility work including cable installation and conduit placement. Four additive alternates are available: Full Runway Width Geotextile Grid Crack Retardant (118,470 square yards), Connecting Taxiways 4-inch Mill and Overlay for taxiways A-North, A1, A2, A3, A4, and A-South (13,183 square yards of milling and 3,065 tons of HMA surface course), Connecting Taxiways Geotextile Grid Crack Retardant (13,183 square yards), and Abandoned Taxiway Removal (1,772 square yards of pavement removal and utility decommissioning). Bids were due May 28, 2026, at 2:00 PM Central Time with opening at 2:01 PM via Zoom; a non-mandatory pre-bid conference was scheduled for May 12, 2026.

The bid form requires contractors to provide unit prices and total amounts for each line item across all bid sections. All pricing is to be submitted in both words and numbers format. The file does not specify pricing terms, payment schedules, set-asides, incumbent contractor information, or bonding requirements. No award amount, contract duration, or renewal options are detailed in this schedule. Contractors must submit sealed bids to the City of Waco Purchasing Services Office at Post Office Box 2570, Waco, Texas 76702-2570, or electronically as specified in the complete bid package. Additional project information and specifications are available through the complete solicitation package, and prospective bidders should contact Daryle Bullard, Sr. Purchasing Agent, at 254-750-6616 or daryleb@wacotx.gov for clarifications regarding bid requirements and technical specifications.

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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 1
General Project Items
1.01C-100Contractor Quality Control Program (CQCP)1LS
atdollars
andcents
1.02C-100Rock Construction Entrance1EA
atdollars
andcents
1.03C-105Mobilization (Base Bid Items)1LS
atdollars
andcents
1.04C-102Temporary Air and Water Pollution, Soil Erosion, and Siltation Control1LS
atdollars
andcents
1.05P-151Clearing and Grubbing1LS
atdollars
andcents

SUBTOTAL AMOUNT OF GENERAL PROJECT ITEMS (IN WORDS)

Runway 1/19 4-Inch Mill & Overlay (Full Width)
2.01P-101Asphaltic Concrete Cold Milling - 4.00"118,470SY
atdollars
andcents
2.02P-101/ P-605Crack Sealing >1/4"-1"55,000LF
atdollars
andcents
2.03P-101/ P-605Crack Sealing >1"480LF
atdollars
andcents
2.04P-101Full Depth Pavement Repair593SY
atdollars
andcents
2.05P-602Emulsified Asphalt Prime Coat0-
atZerodollars0.000.00
andZerocents
2.06P-603Emulsified Asphalt Tack Coat22,510GAL
atdollars
andcents
2.07P-4014" HMA Surface Course28,500TON
atdollars
andcents
2.08P-621Saw-Cut Grooving102,675SY
atdollars
andcents
2.09T-901Seeding (Only at Milling Stockpile Location & Staging Areas)7AC
atdollars
andcents
2.10T-904Sod 5' Adjacent to Pavement7,000SY
atdollars
andcents
2.11T-905Topsoiling780CY
atdollars
andcents
2.12P-620Surface Preparation for Pavement127,627SF
atdollars
andcents
2.13P-620Temporary Markings106,577SF
atdollars
andcents
2.14P-620Yellow Pavement Markings (Reflective)1,737SF
atdollars
andcents
2.15P-620White Pavement Markings (Reflective)104,840SF
atdollars
andcents
2.16P-620Black Pavement Markings (Non-Reflective)21,050SF
atdollars
andcents
2.17L-125Temporary Connection of Holding Position Sign to Taxiway Circuit and Reconnection to Runway Circuit2EA
atdollars
andcents
2.18L-125Remove Existing Runway Threshold/End Light and Install Steel Plate on Light Can16EA
atdollars
andcents
2.19L-125Reinstall Existing Runway Threshold/End Light in Existing Base Can16EA
atdollars
andcents
2.20SS-105Preparation of Safety Plan Compliance Document1LS
atdollars
andcents
2.21SS-105Barricades and Markings for Pavement Closures1LS
atdollars
andcents
2.22F-161Remove and Replace Existing Fence, Class D40LF
atdollars
andcents
2.23F-161Remove and Replace Existing Vehicular Gate1EA
atdollars
andcents
2.24D-70124" RCP (Class III) Including Excavation & Backfill50LF
atdollars
andcents
2.25D-75224" S.E.T. (6:1)(TxDOT Detail PSET-SP)2EA
atdollars
andcents

SUBTOTAL AMOUNT OF RUNWAY 1/19 4-INCH MILL & OVERLAY (FULL WIDTH) (IN WORDS)

Taxiway Charlie Reconstruction
3.01P-152Unclassified Excavation540CY
atdollars
andcents
3.02P-101Pavement Removal1,100SY
atdollars
andcents
3.03P-602Emulsified Asphalt Prime Coat360GAL
atdollars
andcents
3.04P-603Emulsified Asphalt Tack Coat240GAL
atdollars
andcents
3.05P-4014" HMA Surface Course255TON
atdollars
andcents
3.06P-40312" HMA Base Course800TON
atdollars
andcents
3.07P-1558" Lime Treated Subgrade1,215SY
atdollars
andcents
3.08P-155Lime (6%)25TON
atdollars
andcents
3.09T-904Sod1,110SY
atdollars
andcents
3.10T-905Topsoiling125CY
atdollars
andcents
3.11P-620Surface Preparation for Pavement1,174SF
atdollars
andcents
3.12P-620Temporary Markings426SF
atdollars
andcents
3.13P-620Yellow Pavement Markings (Reflective)426SF
atdollars
andcents
3.14P-620Black Pavement Markings (Non-Reflective)748SF
atdollars
andcents
3.15L-108No. 8 AWG, 5 kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit1,406LF
atdollars
andcents
3.16L-108No. 6 AWG, Solid, Bare Copper Counterpoise Wire, Installed in Trench, Including Connections/Terminations440LF
atdollars
andcents
3.17L-110Remove Existing L-824 Cable from Conduit1,406LF
atdollars
andcents
3.18L-1102" Sch 40 PVC Conduit, Installed in Trench Including Excavation and Backfill652LF
atdollars
andcents
3.19L-110Remove Existing 2" Conduit440LF
atdollars
andcents
3.20L-115Install L-867D Handhole2EA
atdollars
andcents
3.21L-125Remove and Salvage Existing Light Fixture and Transformer6EA
atdollars
andcents
3.22L-125Remove Existing Light Can and Concrete Encasement6EA
atdollars
andcents
3.23L-125Install Salvaged Taxiway Edge Light in New Base Can with Concrete Encasement in Turf6EA
atdollars
andcents
3.24L-125Install New LED Taxiway Edge Light in New Base Can with Concrete Encasement in Turf2EA
atdollars
andcents

SUBTOTAL AMOUNT OF TAXIWAY CHARLIE RECONSTRUCTION (IN WORDS)

TOTAL AMOUNT OF BASE BID (IN WORDS)

Additive Alternate 1A: Full Runway Width Geotextile Grid Crack Retardent
4.01SS-3011Reinforcement Grid for Asphalt Pavement118,470SY
atdollars
andcents

TOTAL AMOUNT OF ADDITIVE ALTERNATE 1A (IN WORDS)

Additive Alternate 1B: Connecting Taxiways 4" Mill & Overlay (A-North, A1, A2, A3, A4, A-South)
5.01P-101Asphaltic Concrete Cold Milling - 4.00"13,183SY
atdollars
andcents
5.02P-101Crack Sealing >1/4"-1"11,200LF
atdollars
andcents
5.03P-101Crack Sealing >1"65LF
atdollars
andcents
5.04P-101Full Depth Pavement Repair68SY
atdollars
andcents
5.05P-602Emulsified Asphalt Prime Coat0-
atZerodollars0.000.00
andZerocents
5.06P-603Emulsified Asphalt Tack Coat2,505GAL
atdollars
andcents
5.07P-4014" HMA Surface Course3,065TON
atdollars
andcents
5.08T-904Sod 5' Adjacent to Pavement1,450SY
atdollars
andcents
5.09T-905Topsoiling160CY
atdollars
andcents
5.10P-620Surface Preparation for Pavement8,975SF
atdollars
andcents
5.11P-620Temporary Markings3,351SF
atdollars
andcents
5.12P-620Yellow Pavement Markings (Reflective)3,351SF
atdollars
andcents
5.13P-620Black Pavement Markings (Non-Reflective)5,624SF
atdollars
andcents
5.14P-620Preformed Thermoplastic Markings1,894SF
atdollars
andcents
5.15L-125Remove and Salvage Existing Light Fixture and Transformer16EA
atdollars
andcents
5.16L-125Remove Existing Light Can and Concrete Encasement by Coring16EA
atdollars
andcents
5.17L-125Install Salvaged Taxiway Edge Light in New Base Can with Concrete Encasement in HMAC Shoulder7EA
atdollars
andcents
5.18L-125Install Salvaged In-Pavement Runway Edge Light in New Base Can with Concrete Encasement9EA
atdollars
andcents

TOTAL AMOUNT OF ADDITIVE ALTERNATE 1B (IN WORDS)

Additive Alternate 1C: Connecting Taxiways Geotextile Grid Crack Retardent
6.01SS-3011Reinforcement Grid for Asphalt Pavement13,183SY
atdollars
andcents

TOTAL AMOUNT OF ADDITIVE ALTERNATE 1C (IN WORDS)

Additive Alternate 1D: Abandoned Taxiway Removal
7.01P-152Unclassified Excavation650CY
atdollars
andcents
7.02P-101Pavement Removal1,772SY
atdollars
andcents
7.03T-904Sodding3,200SY
atdollars
andcents
7.04T-905Topsoiling355CY
atdollars
andcents
7.05L-108No. 8 AWG, 5 kV, L-824, Type C Cable, Installed in Trench, Duct Bank or Conduit1,418LF
atdollars
andcents
7.06L-108No. 6 AWG, Solid, Bare Copper Counterpoise Wire, Installed in Trench, Including Connections/Terminations1,301LF
atdollars
andcents
7.07L-108Remove Existing L-824 Cable from Conduit1,418LF
atdollars
andcents
7.08L-1102" Sch 40 PVC Conduit, Installed in Trench Including Excavation and Backfill1,301LF
atdollars
andcents
7.09L-125Remove Abandoned Sign Foundation6EA
atdollars
andcents
7.1L-125Remove Existing Junction Can and Concrete Encasement2EA
atdollars
andcents
7.11L-125Remove Abandoned Light Can and Concrete Encasement11EA
atdollars
andcents
7.12L-125Remove and Salvage Existing Light Fixture and Transformer9EA
atdollars
andcents
7.13L-125Remove Existing Light Can and Concrete Encasement9EA
atdollars
andcents
7.14L-125Install Salvaged Taxiway Edge Light in New Base Can with Concrete Encasement in Turf4EA
atdollars
andcents
7.15L-125Install New Elevated High Intensity Runway Edge Light in New Base Can with Concrete Encasement in Turf1EA
atdollars
andcents

TOTAL AMOUNT OF ADDITIVE ALTERNATE 1D (IN WORDS)

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