ntb2507bglke00027.pdf
PDF 333 KB Posted
- Attached to
- TxDOT Aviation Division- Notice to Bidders
- Solicitation number
- NTB2507BGLKE00027
- Issued by
- Polk County, Texas
About this file
This Notice to Bidders was issued by the Texas Department of Transportation (TxDOT) Aviation Division for construction 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, Austin, Texas by 2:00 PM on February 12, 2025. Bidding documents can be examined at Garver in Frisco, Texas or obtained free of charge through TxDOT's Plans Online website. A pre-bid conference will be held at 10:00 AM on January 29, 2025, at the Reagan County Courthouse in Big Lake, TX.
Bidders must provide 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 furnish Performance and Payment Bonds for the full contract amount. The project includes HUB (Historically Underutilized Business) subcontracting opportunities, requiring bidders to submit a HUB Subcontracting Plan with their bid. Technical questions should be directed to Harrison Korb, P.E. at 1-469-920-2333, while bid document inquiries should go to Noemi Rios at 512-506-5947. The project will utilize TxDOT's eGrants electronic management system, requiring electronic submission of contract documents, pay requests, change orders, certified payroll, DBE/HUB reports, and insurance certificates.
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| ntb2507bglke00027.pdf | ||
| ntb2507bglke00027.pdf | ||
| ntb2507bglke00027.pdf |
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Text version
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 |
File details come from the government source that posted it. Updated .