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Construction bids in Texas
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FM 1139 at FM 550 to FM 549
Seal Coat
IH 27 NB/SH 217 BRG BMIP
REMOVE ACP, OVERLAY, SEAL JOINTS, PARTIAL DEPTH DECK REPAIR, DECK SOFFIT REPAIRS, SUBSTRUCTURE REPAIR, BEAM END REPAIR, TY X EPOXY WATERPROOF ABUTMENT CAPS AND BACKWALLS AND BENT CAPS, CLEAN DECK DRAINS, REPAIR DOWN SPOUT, ADDRESS FUAs
FM 2289 F: OSR T: FM 1452 - SC FY 27
Seal Coat
FM 879 from FM 878 to W of FM 1722
Seal Coat and Pavement Markings
FM 977 F: FM 2485 T: SH 75 - SC FY 27
Seal Coat
FM 50 F: Robertson CL T: SH 21 - SC 27
Seal Coat
SH 160 at SHB 121 to Collin CL
Seal Coat
Off-Syst Charlie Brown Rd @ Draw
OFF-SYSTEM BRIDGE REPLACEMENT ON CHARLIE BROWN RD AT DRAW
IH 45 Innovative Corridor DAL 1
DEPLOYMENT OF ASSETS, CONNECTIVITY AND MONITORING OF INTELLIGENT TRANSPORTATION SYSTEMS INCLUDING CCTV, DMS, FLOOD WARNING SYSTEMS, WRONG WAY DETECTION SYSTEMS, ROADWAY WEATHER INFORMATION SYSTEM, AND ROADSIDE UNITS ALONG THE CORRIDOR.
FM 429 at US 80 to IH 20
Seal Coat
SH 72: 0483-05-011: SC
Seal Coat and Pavement Markings
IH 45 from SH 34 to Navarro County Line
DEPLOYMENT OF ASSETS, CONNECTIVITY AND MONITORING OF INTELLIGENT TRANSPORTATION SYSTEMS INCLUDING CCTV, DMS, FLOOD WARNING SYSTEMS, WRONG WAY DETECTION SYSTEMS, ROADWAY WEATHER INFORMATION SYSTEM, AND ROADSIDE UNITS ALONG THE CORRIDOR
BS 78-D FROM SH 78 (SOUTH) TO SH 78 -2
SEAL COAT AND PAVEMENT MARKINGS
IH 45 EFR F: FM 1375 T: - SC FY 27
Seal Coat
FM 2988 F: SH 6 T: FM 362 - SC FY 27
Seal Coat
Fort Hood Installation Custodial Services
UPDATE (2026-09-25): Amendment 0002 is posted. The purpose of this Amendment is to: Extend the solicitation closing date from [Original Date] to October 7, 2026, at 10:00 AM (CST). Increase the maximum page limit for Volume II - Technical Proposal from twenty-five (25) pages to thirty-five (35) pages. Eliminate the requirement for offerors to submit redacted versions of proposal documents. Remove "Subfactor 6: Annex - Mission-Essential Contractor Services Plan" from the Addendum to FAR 52.212-1. Offerors are still required to submit this plan as part of their proposal package; however, it will not be formally evaluated as a rated subfactor. Amend the Addendum to FAR 52.212-2, Subfactor 3: Phase-in, to state that office space in Building 4819 will be provided by the Government at no cost to the contractor, and to remove the requirement for the procurement and establishment of a contractor-furnished building. This amendment formally supersedes all prior guidance, instructions, and Q&A responses contained in Amendment 0001 regarding redacted documents, the Mission-Essential Contractor Services Plan, and the contractor-furnished building requirements. UPDATE (2026-09-24): Amendment 0001 is posted. The purpose of this Amendment is to: Formally respond to Industry questions received through 18 September 2026. Extend the proposal receipt closing date. Correct conflicting small business set-aside clauses. Correct and conform Section L (Proposal Preparation Instructions) and Section M (Evaluation Criteria). Correct typographical errors in the CLIN Schedule and PWS paragraph cross-references. Updated Attachments 1, Attachment 3, Attachment 4, TE-A, and TE-L UPDATE (2026-09-22): Currently extending Solicitation until 29 September 2026 at 12:00PM CST. An amendment will be posted with the Industry Inquiries received through 18 September 2026. A Solicitation Amendment is forthcoming along with updating documents. Please watch SAM.gov for more information EDIT (2026-08-26): Attachment 1 – Performance Work Statement for Installation Custodial Services has been re-uploaded in a viewable format due to an error with the previously posted file. The requirement is for Installation Custodial Services supporting Fort Hood and the Belton Lake Outdoor Recreation Area, including the Warrior Transition Unit and Child Youth Services, across approximately 432 buildings totaling about 3.65 million square feet. The service categories include Basic 1-Day, 3-Day, 5-Day, and 7-Day Services, as well as Enhanced 5-Day Services. Site Visit: The Government will hold a site visit at numerous buildings on Fort Hood, Texas on September 16, 2026, with the site visit beginning at 10:00am (CST) at 575 Sherman Street (Building 40001, Room 203), Fort Hood, Texas. A visitor's pass is required for access to the Fort Hood installation, and it can take up to an hour to acquire one. Attendees should plan to arrive early in order to obtain their visitor's pass and arrive at the site visit on time. All questions regarding this solicitation shall be submitted in writing via email not later than September 18, 2026 by 12:00pm (CST) to the Contracting Officer and Contract Specialist identified below: Contract Specialists: Robert (Bob) Sanchez, robert.l.sanchez3.civ@army.mil Contracting Officer: MSG Justin Mansfield, justin.j.mansfield.mil@army.mil
36C25726Q0431 504-26-006 RE FINISH B4 N AND F ADM
504-26-006 - Re Finish B4 N and F Adm
Upgrade Water Tanks - FCI Texarkana, Tx
This is a combined synopsis/solicitation for the project titled Upgrade Water Tanks at the Federal Correctional Institution in Texarkana, Texas. This announcement constitutes the only solicitation. Offers are being requested and a separate written solicitation will not be issued. The Federal Bureau of Prisons (FBOP) intends to make a single award to a responsible entity that will provide all materials, labor, and equipment to complete the project in accordance with the Statement of Work and Drawings. This will be a firm fixed price construction contract. SCOPE OF WORK: The contractor shall restore and modernize FCI Texarkana’s water storage and distribution system. This includes complete rehabilitation of the 1,000,000?gallon ground water tank and 150,000?gallon elevated water tower, replacement of all pumps, piping, valves, and hardwired control panels, and installation of a fully air?gapped analog monitoring system. All work must meet AWWA, NFPA, OSHA, NEC, and federal security requirements, followed by comprehensive testing, certification, and a 5?year system warranty. The performance period for the project will be 336 Calendar Days from issuance of the notice to proceed. The estimated magnitude of the project lies between $1,000,000.00 and $5,000,000.00. The North American Industrial Classification System (NAICS) code applicable to this requirement is 237110 with a corresponding small business size standard of $45 million. To be considered an interested vendor, you must possess this NAICS code in your System for Award Management (SAM) registration. This is a 100 percent small business set-aside. You must be registered in www.sam.gov as a small business for the applicable NAICS code (see FAR provision 52.219-1 in the Representations & Certifications section of your sam.gov registration. The solicitation will be distributed solely through the Contract Opportunity website at https://www.sam.gov. Hard copies of the solicitation will not be made available. The website provides download instructions. The "Sensitive /Secure package Upload" option will be selected for this procurement. All secure/locked documents uploaded, to include the solicitation, will require an active SAM vendor registration to obtain access. In addition, only those vendors who have been issued a valid Marketing Partner Identification Number (MPIN) from www.sam.gov will be granted access. If your firm does not have the NAICS code listed in www.sam.gov required for this solicitation, an email may be forwarded to your firm requesting an explanation as to why your firm should be granted access. If you encounter problems accessing these documents, please contact the Federal Service Desk at 866-606-8220. All future information about this solicitation, including any amendments, will also be distributed solely through this website. Interested parties are responsible for continuously monitoring this website to ensure that they have the most recent information about this proposed contract action. IMPORTANT: Any contractor interested in obtaining a contract award with the Federal Bureau of Prisons must be registered in https://www.sam.gov. In order to qualify for award, your business size metrics information entered in your www.sam.gov SAM registration must be less than or equal to the size standard specified above. Each bidder's www.sam.gov registration will be reviewed by the Government to confirm that your business size meets the small business size standard requirement. All bidders are urged to double check their www.sam.gov registration and update as necessary, including the size metrics information. SITE VISIT (See Instructions to Offerors Attachment): An organized site visit has been scheduled for Wednesday, September 23, 2026 at 9:00 A.M., Local Time. Participants will meet at—FCI Texarkana, 4001 Leopard Drive, Texarkana, TX at the New Power House Parking Lot (Once you exit on to Leopard Drive, it will be the first yellow gate on your left.)
Airfield Blast Shield
1.1 PROJECT DESCRIPTION: 1.1.1 Work under this project shall consist of providing all plant, labor, equipment, appliances, materials, and performing all operations required to cover the fabrication and erection of new Blast Deflector Fences for the B1-B. All work shall comply with the contract specifications and shall be in accordance with the latest International Building Code (IBC), National Fire Codes, Unified Facilities Criteria (UFC), Engineering Technical Letters (ETL’s), and all applicable Federal, State and local regulations/codes. 2.1 GENERAL: 2.1.1 The blast deflector shall be of the curved, non-perforated, galvanized, corrugated type, with corrugations running in a horizontal direction. The Lynnco Type GS-20-2 as manufactured by Blast Deflectors, Inc shall be considered as the standard for this work. At the option of the Contracting Officer, alternate types of blast deflectors may be considered provided the drawings and specifications of alternate types are approved by Contracting Officer. The blast fence shall be furnished and installed by a manufacturer/contractor with blast fence experience. The blast fence shall be capable of withstanding the afterburner throttle at 30,000 lbs thrust of a B1-B Bomber engine nozzle 90 ft/ (min.) from front of deflector foundation. Extrapolated temperature is approx. 1400 ? velocity @ 900 MPH. 2.1.2 Haul Route: Approved haul route is from the Tye Gate, Third Street, Ave E, Second Street, to Flightline. Haul Route subject to change based on Flightline Restrictions. Contractors are required to use the Tye Gate for all access. 2.1.3 Construction Storage Yard & Contractor Limits: Contractor shall store all equipment and material within the designed laydown yard. Contractors shall restore this area to pre-construction conditions. Regardless of the area, the yard shall be fenced. Contractor shall keep the fence well maintained and the site clean and mowed. Contractor shall obtain approval for any project limits changes prior to construction commencement from 7 CES through the Contracting Officer. The approved laydown yard will be provided at the pre-construction meeting. 2.1.4 Contractor shall provide material submittals for all materials & products used in the project on an AF Form 3000. All PDFs shall be from original electronic documents; no scans allowed due to file size. 2.1.5 Work is located in a restricted area. The contractor shall submit a two-week schedule to the Escort POC at least one week prior to work starting to ensure escorts are assigned. The schedule should include start/end times for each day, crew sizes, and work locations. 3.1 BLAST DEFLECTOR CONTRUCTION: 3.1.1 Structural frames which support the deflecting surface will be of structural shapes, rolled, punches, and prefabricated for bolting together at site. Deflecting surface will be of galvanized corrugated steel with a minimum of 2 oz. zinc coating per Fed. Spec. WW-P-00405. Sheets shall have a section modulus of not less than 0.0163 inches curbed per inch and shall be of corrosion resistant material with yield point in 50,000 psi range. 3.1.2 All bolts subject to blast temperatures shall be of SAE 1038 steel, heat treated. All nuts, except on anchor bolts, shall be made of all-steel, self-locking type. 4.1 BLAST DEFLECTOR ANCHORAGE 4.1.1 Blast Deflectors shall be installed on existing concrete. Existing concrete has a minimum thickness of 16”. Lynnco "Epoxy-Locked" anchors, with Lynnco No. 22 Epoxy Resin were used to lock in place the existing blast deflectors. 5.1 BLAST DEFLECTOR ASSEMBLY: 5.1.1 All components will be assembled by bolting together with flat washers, under heads and nuts. Welding, brazing or burning of holes is not permitted. All nuts and bolts will be tightened to torques specified by manufacturer. 6.1 BLAST DEFLECTOR FINISH: 6.1.1 All bolts, nuts and washers will be cadmium or zinc plated. All structural members, parts, and corrugated metal will be hot dip galvanized with a minimum coating of 2.0 oz. zinc per square foot of surface. Painting of galvanized surfaces is not required, but any galvanized surface badly scratched or marred, will be re-galvanized or otherwise repaired to the satisfaction of the Contracting Officer. 6.1.2 Contractor shall paint the corresponding aircraft parking position number on the front of the blast deflectors. The Contactor shall provide a 2’x2’ number sign mounted 15’ above the concrete at the midpoint on the backside of the blast deflector. Markings/sign shall follow details 2 and 8 on sheet C2 of the attached drawings. 7.1 BLAST DEFLECTOR ALTERNATIVES: 7.1.1 At the option of the Contracting Officer, and as specified in Paragraph 2, the Contractor may substitute an alternate type of blast deflector, providing that the following information and data is submitted, prior to the time of bid opening and approved in writing. 7.1.2 Contractor will submit for approval a tabulation of results of full-scale instrumented field tests witnessed and certified by an accredited testing laboratory, in which proposed alternate is subject to the intermediate throttle power of similar engines totaling # 30,000 afterburner thrust @ approx. 90 feet distance from the leading edge of the deflector measured along centerline of bast impingement. Tabulation must show the maximum pressure in psi, temperature in degrees F., vibration frequency in CPS, and vibration amplitude in inches, taken at the centerline of blast impingement on deflector. The results of all such readings may not be greater than the readings submitted for the specified deflector, for each corresponding item. 7.1.3 Contractor must submit results of smoke-pot tests behind similar deflectors, demonstrating that smoke and gases are deflected in a vertical direction, with no evidence of smoke dispersal behind deflectors. 7.1.4 Contractor must submit evidence of satisfactory operation for at least two (2) years in actual field service for continued testing of similar aircraft and jet engines. 7.1.5 Contractor must submit detailed design analysis, showing loads and stresses in structural members, deflecting surface and bolted joints, using the maximum pressure measured in Paragraph 7.1.2, as the average pressure for load calculations. Welds subjected to tension or vibration may not be used; all bolts must be heat treated if subjected to blast temperatures. 7.1.6 Because of thermal shock and cavitation effects, which results in cracking and spalling, concrete deflectors may not be used as an alternate. Perforated deflecting surfaces are not acceptable for this use.
New Lease for VA Clinic (CBOC) Tarrant County, Texas
VHA is seeking to lease approximately 14,719 minimum to 15,719 maximum, American National Standards Institute/Building Owners and Managers Association (ANSI/BOMA) Occupant Area (ABOA) square feet (SF) of contiguous space in an existing Clinical/Medical space in Tarrant County, Texas. This procurement is for a Community Based Outpatient Clinic for Veterans. The property shall include at least 138 on-site surface parking spaces. Space must be available for occupancy by July 2027. The proposed period of performance is twenty-years (20), with ten-years firm term.
Fort Bliss National Cemetery, Gravesite Expansion and FCA Deficiencies
See attached solicitation and supporting documents
US 183, US 380 to US 283
Seal coat
FM 2382, FM 373 to Montague CL
Seal coat
IH 35 from Comal C/L to Marshall St.
FDR, EDGE MILL, UNDERSEAL AND TOM OVERLAY FR