ntb2507bglke00027.pdf

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TxDOT Aviation Division- Notice to Bidders
Solicitation number
NTB2507BGLKE00027
Issued by
Polk County, Texas

About this file

This is a Notice to Bidders issued by the Texas Department of Transportation (TxDOT) Aviation Division for airport improvements at Reagan County Airport (E41), specifically for the Runway 16-34 Reconstruction Project. Sealed bids must be delivered to TxDOT Aviation Division at 6230 E. Stassney Lane, 2nd Floor, Austin, Texas 78744 by 2:00 PM on February 12, 2025. Bidding documents can be examined at Garver in Frisco, Texas, and plan sets are available free of charge through TxDOT's Plans Online website. A pre-bid conference will be held on January 29, 2025, at 10:00 AM at the Reagan County Courthouse in Big Lake, TX.

Bidders must submit a bid guarantee of 2% of the total bid price in the form of a cashier's check, money order, teller's check, or bid bond. The successful bidder must provide Performance and Payment Bonds for the full contract amount. The project includes HUB subcontracting opportunities, and bidders must submit a HUB Subcontracting Plan (HSP) with their bid. The project is subject to Title VI of the Civil Rights Act requirements and encourages participation from disadvantaged business enterprises. Technical questions should be directed to Harrison Korb, P.E. at 1-469-920-2333, while bid document questions should be directed to Noemi Rios at 512-506-5947.

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TxDOT Solicitation No.: NTB2507BGLKE00027 TxDOT CSJ/Project No.: 2507BGLKE

NOTICE TO BIDDERS

Reagan County Airport

TXDOT Solicitation No.: NTB2507BGLKE00027

Sealed bids for the construction of airport improvements at Reagan County Airport need to be addressed and delivered to Noemi Rios, TxDOT Aviation Division, 6230 E. Stassney Lane, 2nd Floor, Austin, Texas 78744. Bids will be received until 2:00 PM, February 12, 2025, then publicly opened and read. Any bid received after closing time will be returned unopened.

In general, the Aviation Construction work consists of: Runway 16-34 Reconstruction Project at Reagan County Airport (E41)

Bidding documents may be examined at Garver, 3000 Internet Blvd., Suite 400, Frisco, Texas 75034

Please visit the TxDOT Aviation website or contact the engineer of record for a current engineer estimate.

Bidders may view and obtain plan sets, free of charge, from Plans Online http://www.txdot.gov/inside-txdot/division/support/plans-online.html on the TxDOT website. Or bidders may buy plan sets from the Reproduction companies that are listed on the website. Bidders are responsible for checking this website regularly for any changes to the bid documents, such as Addendums. TxDOT can only guarantee the accuracy of information on its Aviation Projects website located at http://www.txdot.gov/inside-txdot/division/aviation/projects.html. If another agency or construction data website references this project, please also refer to the TxDOT Aviation website mentioned above to verify the accuracy and completeness of the data.

TxDOT Aviation uses the eGrants electronic grant management system for projects beginning Fiscal Year 2017. The awarded bidder will be required to electronically submit contract documents, pay request forms, change order requests, certified payroll, DBE/HUB reports and insurance certificates. Signing the Bid Form certifies that the bidder meets the eGrants minimum system requirements in the External User Manual found at http://www.txdot.gov/government/funding/egrants-2016/aviation.html

To be placed on the Bidders List for this project please email your company name, mailing address, and your phone & email address to AVNRFQ@txdot.gov.

Technical questions concerning the specifications and plans should be directed to Harrison Korb, P.E. at 1-469-920-2333. Please call Noemi Rios at 512-506-5947 for questions concerning the bid document or further information.

Minimum wage rates have been predetermined as required by law and are set forth in the specifications.

Cashier’s check, money order, or teller’s check drawn by or on a state or national bank, a savings and loan association, or a state or federally chartered credit union (collectively referred to as “bank”) in the amount of two percent (2%) of the total bid price stated in the bid, made payable without recourse to TxDOT Aviation, Agent for the Owner or a bid bond in the same amount from a reliable corporate surety authorized to do business in the State of Texas and acceptable to TxDOT Aviation, Agent for the Owner must accompany each bid as a guarantee that the bidder, if successful, will enter into a contract, and make http://www.txdot.gov/inside-txdot/division/support/plans-online.html http://www.txdot.gov/inside-txdot/division/support/plans-online.html http://www.txdot.gov/inside-txdot/division/aviation/projects.html http://www.txdot.gov/government/funding/egrants-2016/aviation.html file://///FS-W49.dot.state.tx.us/DATA2/AVN/Groups/D42GRANT/2018%20PROCUREMENT%20TEMPLATES/CONSTRUCTION-NTB/STATE/AVNRFQ@txdot.gov

TxDOT Solicitation No.: NTB2507BGLKE00027 TxDOT CSJ/Project No.: 2507BGLKE bond in accordance with the requirements of the specifications. TxDOT Aviation reserves the right to retain any check, bank money order or bank draft as liquidated damages in the event the bidder withdraws its bid after the bids are opened and before official rejection of the bid by TxDOT Aviation/Owner, or, if successful in securing the award of the contract, the successful bidder fails to enter into the contract and fails to furnish satisfactory performance and payment bonds.

The successful bidder will be required to furnish a Performance Bond and Payment Bond, each in the full amount of the contract price, executed by a surety company or surety companies authorized to execute surety bonds under and in accordance with the laws of the State of Texas.

The Agent, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78 Stat. 252, 42 U.S.C. §§ 2000d to 2000d-4) and the Regulations, hereby notifies all respondents that it will affirmatively ensure that for any contract entered into pursuant to this advertisement, disadvantaged business enterprises will be afforded full and fair opportunity to submit in response to this solicitation and will not be discriminated against on the grounds of race, color, or national origin in consideration for an award.

In accordance with Texas Gov’t Code §2161.252, TxDOT Aviation has determined that subcontracting opportunities are probable under this contract. Bidders, including State of Texas certified Historically Underutilized Businesses (HUBs), will be required to complete and submit a HUB Subcontracting Plan (HSP) with their bid.

Respondents are encouraged to maximize HUB utilization equal to the statewide HUB goals for the type of work being contracted. The statewide HUB goals are defined in 34 Texas Administrative Code (TAC) §20.284.

The Owner/Agent reserves the right to reject any bid and the right to waive technicalities if such waiver is in the best interest of the Owner/Agent and conforms to State and local laws and ordinances pertaining to the letting of construction contracts.

A pre-bid conference concerning this project will be held at 10:00 AM on January 29, 2025, at Reagan County Courthouse, 300 N Plaza Ave, Big Lake, TX 76932

Reagan County http://texreg.sos.state.tx.us/public/readtac$ext.TacPage?sl=R&app=9&p_dir=&p_rloc=&p_tloc=&p_ploc=&pg=1&p_tac=&ti=34&pt=1&ch=20&rl=284 http://texreg.sos.state.tx.us/public/readtac$ext.TacPage?sl=R&app=9&p_dir=&p_rloc=&p_tloc=&p_ploc=&pg=1&p_tac=&ti=34&pt=1&ch=20&rl=284

2507BGLKE-GeotechReport.pdf
Geotechnical Engineering Study
INTRODUCTION
SCOPE OF SERVICES
PROJECT DESCRIPTION
FIELD EXPLORATION
Dynamic Cone Penetrometer (DCP) Testing
LABORATORY AND FIELD TESTING
Soluble Sulfate and PH Test Results
Organic Content Test Results
SUBSURFACE CONDITIONS
Area Geology
Existing Pavement Section
Site Stratigraphy and Engineering Properties
Groundwater Conditions
Shallow Foundation Allowable Bearing Capacity
MOISTURE VARIATIONS AND ESTIMATED MOVEMENT
PAVEMENT CONSIDERATIONS
Flexible Pavement Considerations
PAVEMENT LAYER STRENGTH EVALUATION AND DESIGN PARAMETERS
Subgrade Design CBR
PAVEMENT CONSTRUCTION CRITERIA
Site and Subgrade Preparation
Select Fill
Lime Treated Subgrade
Cement-Treated Subgrade
Crushed Aggregate (FAA P-209)
Recycled Concrete Base (RCB) (FAA P-219)
Uncrushed Aggregate Subbase (FAA P-154)
Site Drainage
GENERAL COMMENTS
Geotechnical Design Review
Subsurface Variations
Quality Assurance Testing
Standard of Care
APPENDIX A: FIGURES
APPENDIX B: BORING LOGS AND KEY TO TERMS
APPENDIX C: FIELD AND LABORATORY EXPLORATION
APPENDIX D: PARTICLE GRAIN SIZE DISTRIBUTION CURVES
APPENDIX E: ASPHALT CORE PHOTOGRAPHS
APPENDIX F: DYNAMIC CONE PENTROMETER (DCP) TEST RESULTS
APPENDIX G: CBR TEST RESULT
APPENDIX H: GBA INFORMATION – GEOTECHNICAL REPORT
APPENDIX I: PROJECT QUALITY ASSURANCE
gt Draft.pdf
2507BGLKE-GeotechReport.pdf
Geotechnical Engineering Study
INTRODUCTION
SCOPE OF SERVICES
PROJECT DESCRIPTION
FIELD EXPLORATION
Dynamic Cone Penetrometer (DCP) Testing
LABORATORY AND FIELD TESTING
Soluble Sulfate and PH Test Results
Organic Content Test Results
SUBSURFACE CONDITIONS
Area Geology
Existing Pavement Section
Site Stratigraphy and Engineering Properties
Groundwater Conditions
Shallow Foundation Allowable Bearing Capacity
MOISTURE VARIATIONS AND ESTIMATED MOVEMENT
PAVEMENT CONSIDERATIONS
Flexible Pavement Considerations
PAVEMENT LAYER STRENGTH EVALUATION AND DESIGN PARAMETERS
Subgrade Design CBR
PAVEMENT CONSTRUCTION CRITERIA
Site and Subgrade Preparation
Select Fill
Lime Treated Subgrade
Cement-Treated Subgrade
Crushed Aggregate (FAA P-209)
Recycled Concrete Base (RCB) (FAA P-219)
Uncrushed Aggregate Subbase (FAA P-154)
Site Drainage
GENERAL COMMENTS
Geotechnical Design Review
Subsurface Variations
Quality Assurance Testing
Standard of Care
APPENDIX A: FIGURES
APPENDIX B: BORING LOGS AND KEY TO TERMS
APPENDIX C: FIELD AND LABORATORY EXPLORATION
APPENDIX D: PARTICLE GRAIN SIZE DISTRIBUTION CURVES
APPENDIX E: ASPHALT CORE PHOTOGRAPHS
APPENDIX F: DYNAMIC CONE PENTROMETER (DCP) TEST RESULTS
APPENDIX G: CBR TEST RESULT
APPENDIX H: GBA INFORMATION – GEOTECHNICAL REPORT
APPENDIX I: PROJECT QUALITY ASSURANCE
2507BGLKE-TechnicalSpecifications.pdf
SS-101 Safety Plan Compliance Document (SPCD)
SS-110 Standard Specifications
SS-262 Tiedown Anchors
SS-300 Basic Electrical Requirements
SS-301 Electrical Demolition Work
SS-302 Utility Allowances
SS-307 Airport Lighting Control Systems
SS-310 Airport Lighting Systems
SS-350 Automatic Gate Operators
C-100 Contractor Quality Control Program (CQCP) - MOD
C-100 Contractor Quality Control Program (CQCP)
C-102 Temporary Air and Water Pollution, Soil Erosion, and Siltation Control - MOD
C-102 Temporary Air and Water Pollution, Soil Erosion, and Siltation Control
C-105 Mobilization - MOD
C-105 Mobilization
F-162 Chain-Link Fence - MOD
F-162 Chain-Link Fence
L-107 Airport Wind Cones - MOD
L-107 Airport Wind Cones
L-108 Underground Power Cable for Airports - MOD
L-108 Underground Power Cable for Airports
L-109 Airport Transformer Vault and Vault Equipment - MOD
L-109 Airport Transformer Vault and Vault Equipment
L-110 Airport Underground Electrical Duct Banks and Conduits - MOD
L-110 Airport Underground Electrical Duct Banks and Conduits
L-115 Electrical Manholes and Junction Structures - MOD
L-115 Electrical Manholes and Junction Structures
L-125 Installation of Airport Lighting Systems - MOD
L-125 Installation of Airport Lighting Systems
P-101 Preparation and Removal of Existing Pavements - MOD
P-101 Preparation and Removal of Existing Pavements
P-151 Clearing and Grubbing - MOD
P-151 Clearing and Grubbing
P-152 Excavation, Subgrade, and Embankment - MOD
P-152 Excavation, Subgrade, and Embankment
P-602 Emulsified Asphalt Prime Coat
P-620 - Runway and Taxiway Marking - MOD
P-620 Runway and Taxiway Marking
T-901 Seeding - MOD
T-901 Seeding
TX-164 - Seeding for Erosion Control
TX-210 - Rolling
TX-216 - Proof Roll
TX-247 Flexible Base - MOD
TX-247 Flexible Base
Tx-300 ASPHALTS, OILS, AND EMULSIONS
Tx-301 ASPHALT ANTISTRIPPING AGENTS
TX-302 Aggregates for Surface Treatments
Tx-320 EQUIPMENT FOR ASPHALT CONCRETE PAVEMENT
TX-341 - Dense Grade Hot Mix Asphalt - MOD
TX-341 Dense-Graded Hot-Mix Asphalt
TX-421 Hydraulic Cement Concrete
TX-585 - Ride Quality

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