ESBD_551298_1787161378001_1-03952-Airport Road Wastewater Improvements - Bid Form.xlsx
XLSX spreadsheet 15 KB Posted
- Attached to
- Airport Road Wastewater Improvements (61WW2101C)
- Solicitation number
- RFB2026-051
- Issued by
- Texas
About this file
This is a bid form for Airport Road Wastewater Improvements, a Texas state and local contract opportunity (61WW2101C). The document serves as the submission vehicle for contractors interested in bidding on wastewater infrastructure improvements along Airport Road. The bid form establishes the framework for pricing and terms that prospective bidders must complete and submit according to the solicitation requirements. Specific details regarding project scope, quantities of work, milestone dates, site visit schedules, pre-bid conferences, and contract duration should be referenced in the accompanying solicitation documents and project specifications.
The bid form establishes the mechanism through which contractors will provide pricing for the wastewater improvements project. Bidders are required to complete all sections of the form in accordance with the solicitation instructions, including line-item pricing, total project costs, and any other pricing terms specified by the issuing authority. The form may include fields for contractor qualifications, bonding information, insurance requirements, and compliance certifications. Payment terms, contract duration, and any performance requirements or conditions specific to this wastewater infrastructure project are governed by the complete solicitation package and related contract documents.
View the file
Other files
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 Proposal
| Bid Proposal for |
| Airport Road Wastewater Improvements (1-03952)(61WW2101C) |
| Includes Addendum of . |
Item Description Quantity Unit Unit Price Total Amount
| 1.00 | GENERAL CONDITIONS | ||||
| 1.01 | MOBILIZATION (PER PERCENTAGE REQUIREMENTS SET FORTH IN SPECIAL PROJECT PROVISIONS) | 1 | LS | ||
| 1.02 | BONDS AND INSURANCE (PER PERCENTAGE REQUIREMENTS SET FORTH IN SPECIAL PROJECT PROVISIONS) | 1 | LS | ||
| 1.03 | SITE CLEARING/PREPARE RIGHT-OF-WAY | 1 | LS | ||
| 1.04 | TRENCH SAFETY PLAN | 1 | LS | ||
| 1.05 | CONFINED SPACE PLAN | 1 | LS | ||
| 1.06 | CONFINED SPACE PLAN IMPLEMENTATION | 1 | LS | ||
| 1.07 | STORMWATER POLLUTION PREVENTION PLAN | 1 | LS | ||
| 1.08 | STORMWATER POLLUTION PREVENTION PLAN IMPLEMENTATION | 1 | LS | ||
| 1.09 | TRAFFIC CONTROL PLAN | 1 | LS | ||
| 1.10 | TRAFFIC CONTROL PLAN IMPLEMENTATION | 1 | LS | ||
| 1.11 | LOCATE EXISTING UNDERGROUND UTILITIES AND VERIFY SIZE, ORIENTATION, AND ELEVATION OF THE UTILITIES PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES | 1 | LS | ||
| 1.12 | OWNER'S ALLOWANCE | 1 | LS | $50,000.00 | $50,000.00 |
| SUBTOTAL GENERAL CONDITIONS | |||||
| 2.00 | WASTEWATER IMPROVEMENTS | ||||
| 2.01 | 8-INCH PVC ASTM-D3034 (+10'-15' TRENCH) INCLUDING EXCAVATION AND BACKFILL (STREET TRENCH) | 72 | LF | ||
| 2.02 | 12-INCH PVC ASTM-D3034 (+10'-15' TRENCH) INCLUDING EXCAVATION AND BACKFILL (STREET TRENCH) | 159 | LF | ||
| 2.03 | 12-INCH PVC ASTM-D3034 INSTALLED IN 24-INCH STEEL CASING | 165 | LF | ||
| 2.04 | BORE AND ENCASE WITH 24-INCH STEEL ENCASEMENT PIPE (MIN. 7/16" WALL THICKNESS) | 165 | LF | ||
| 2.05 | TRENCH SAFETY IMPLEMENTATION | 2,406 | LF | ||
| 2.06 | 5' DIAMETER PRECAST CONCRETE MANHOLE W/ COMPOSITE RING AND COVER (ALL DEPTHS) | 1 | EA | ||
| 2.07 | 6' DIAMETER PRECAST CONCRETE MANHOLE W/ COMPOSITE RING AND COVER AND CONNECT TO EX. 21" WASTEWATER (ALL DEPTHS) | 1 | EA | ||
| 2.08 | 6' DIAMETER PRECAST POLYMER CONCRETE MANHOLE (FORCE MAIN DISCHARGE) W/ COMPOSITE RING AND COVER (ALL DEPTHS) | 1 | EA | ||
| 2.09 | ALL WORK IN REGARDS TO THE LIFT STATION INCLUDING BUT NOT LIMITED TO DRIVE APPROACH, SITE GRADING, DRAINAGE IMPROVEMENTS, PAVING, SURFACE REPLACEMENT, SEEDING, CHAIN LINK FENCE, GATES, PROPOSED LIFT STATION, PUMPS, WET WELL, CARBON ADSORBER, PIPING, FITTINGS, VALVES, VALVE VAULT, CONCRETE, HATCHES, VENTS, WATER SERVICE AND ASSOCIATED PIPING AS SHOWN ON THE DRAWINGS AND REQUIRED BY THE PROJECT MANUAL; FURNISHED, INSTALLED, OPERATING, COMPLETE, TESTED AND ACCEPTED IN PLACE | 1 | LS | ||
| 2.10 | ALL WORK IN REGARDS TO PROVIDING A NEW ELECTRICAL SERVICE AND A FULLY OPERATIONAL ELECTRICAL AND CONTROL SYSTEM TO THE PROPOSED AIRPORT ROAD LIFT STATION INCLUDING BUT NOT LIMITED TO COORDINATION WITH ELECTRIC COMPANY, INSTALLATION OF ALL WIRING, CONDUIT, RACKS, TRANSFER SWITCHES AND FLOAT CONTROLS AS SHOWN ON THE DRAWINGS AND REQUIRED BY THE PROJECT MANUAL; FURNISHED, INSTALLED, OPERATING, COMPLETE, TESTED AND ACCEPTED IN PLACE | 1 | LS | ||
| 2.11 | ALL WORK IN REGARDS TO PROVIDING ALL SCADA AND INSTRUMENTATION (EXCLUDING PROGRAMMING) FOR THE PROPOSED AIRPORT ROAD LIFT STATION INCLUDING BUT NOT LIMITED HARDWARE/WIRING INSTALLATION AND COORDINATION WITH THE PROGRAMMER; FURNISHED, INSTALLED, OPERATING, COMPLETE, TESTED AND ACCEPTED IN PLACE | 1 | LS | ||
| 2.12 | ALL WORK IN REGARDS TO PROVIDING A NEW EMERGENCY STANDBY GENERATOR AS SHOWN ON THE DRAWINGS AND REQUIRED BY THE PROJECT MANUAL; FURNISHED, INSTALLED, OPERATING, COMPLETE, TESTED AND ACCEPTED IN PLACE | 1 | LS | ||
| 2.13 | 8-INCH C900 FORCE MAIN (DR-18) (GREEN) (ALL DEPTHS) INCLUDING EXCAVATION AND ALL BACKFILL (STREET TRENCH) | 1,729 | LF | ||
| 2.14 | 8-INCH C900 FORCE MAIN (DR-18) (GREEN) (ALL DEPTHS) INCLUDING EXCAVATION AND ALL BACKFILL (STREET TRENCH) (RESTRAINED) | 437 | LF | ||
| 2.15 | 8-INCH 11.25° BEND, D.I., M.J. | 2 | EA | ||
| 2.16 | 8-INCH 22.5° BEND, D.I., M.J. | 5 | EA | ||
| 2.17 | 8-INCH 45° BEND, D.I., M.J. | 10 | EA | ||
| 2.18 | 8-INCH 90° BEND, D.I., M.J. | 1 | EA | ||
| 2.19 | 8-INCH GATE VALVE | 1 | EA | ||
| 2.20 | 2-INCH COMBINATION AIR/VACUUM VALVE | 1 | EA | ||
| 2.21 | CLASS 'A' SURFACE REPLACEMENT | 475 | EA | ||
| 2.22 | CLASS 'E' SURFACE REPLACEMENT | 1,016 | EA | ||
| 2.23 | BROADCAST SEEDING | 847 | EA | ||
| 2.24 | SANITARY SEWER FLOW CONTROL / TEMPORARY BYPASS SYSTEM | 1 | EA | ||
| 2.25 | ADDITIONAL FOUNDATION COURSE OF CRUSHED STONE AT BOTTOM OF TRENCH SECTION ONLY TO BE USED AS DIRECTED BY THE CITY OF WACO | 1,397 | LF | ||
| 2.26 | VIDEO NEW WASTEWATER LINE | 396 | LF | ||
| SUBTOTAL WASTEWATER IMPROVEMENTS |
Total Base Bid
&8T.B.P.E. Registration No. 8053 &8Page &P of &N &Z&F
File details come from the government source that posted it. Updated .