Similar Projects
Ancillary Structures Inspection Consultant
Infrastructure
Bidding
$5,000,000 est. value

Traffic Operations Studies
Infrastructure
Bidding
$1,500,000 est. value

Survey Roads to Support Rebuild
Post-Bid

Multifamily Housing (MFH) Construction Inspection Services Contract
Post-Bid

81st RD Facility Investment Services (FIS) Regions B & E
Results
$5,000,000 to $10,000,000 est. value
Anniston, Birmingham, Livingston, Mobile, Montgomery, Napier Field, Opelika, Tuscaloosa, AL - Milton, Panama City, Pensacola, FL 32409

Construction Engineering and Inspection (CEI) Services - Wallace Road Sidewalk Project
Results
Callaway, FL 32404

Continuing Services Traffic Safety Design
Infrastructure
Bidding
$5,000,000 est. value

Low Observable Facilities Maintenance Contract (Aircraft Paint Booths)
Post-Bid
Panama City, FL 32403

Construction Engineering & Inspection Services for WTP Train 2 Concrete & Coating Repairs
Results
Less than $72,500 est. value
FL

Continuing Services Design Consultant
Infrastructure
Bidding
$5,000,000 est. value

Professional Support - Inspection Services
Term Contract
Post-Bid
FL

Alf Coleman Road Project CEI Services
Results
Panama City Beach, FL 32413

Local Government Bridge Inspection Consultant
Infrastructure
Bidding
$4,660,000 est. value

HUD Nationwide Construction Inspection Services
Term Contract
Post-Bid
Less than $50,000,000 est. value

Construction Engineering and Inspection Services for Water Treatment Plant Operations Building Reconstruction and Remodel
Results
Less than $121,250 est. value
Panama City, FL 32404

Last Updated 03/17/2022 02:08 PM
Project Title

Tank Inspection - Tyndall AFB

Physical Address View project details and contacts
City, State (County) Panama City, FL 32403   (Bay County)
Category(s) Professional Services
Sub-Category(s) Inspection Services
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

Perform a Tel-con kick-off meeting either prior to mobilization or the morning of the commencement of work on-site. Remove and dispose of approximately 50 gallons of fuel/sludge. Any fuel or residual product that will be disposed of the contractor will be responsible to coordinate with environmental and safety authorities having jurisdiction to obtain and execute required permits, manifests, etc. Clean the tank and perform an internal AST inspection to also include the visual inspection of the containment area. Tank cleaning shall be done in accordance with UFGS 33 01 50.60. The tank Inspection shall be in conformance with applicable industry standards API 653, NFPA 30, NFPA 326, UFGS 33 0F1 50.60, and in compliance with 40 CFR 112, UFC 3-460-01, UFC 3-460-03 and any other applicable federal, state, local, service or host nation requirements. At a minimum, table 8-1 within UFC 3-460-01 shall be followed. All tank appurtenances that are required shall be documented along with all required appurtenances that aren’t present. Alarms, Automatic Tank Gauge equipment, and all tank appurtenances shall be tested and verified. The attached Inspection Report template should be utilized in submitting both the DRAFT and FINAL inspection reports. Contractor shall leave a clean and orderly site upon the completion of the inspection. The contractor shall visually inspect containment for ability to contain the entire contents of the tank in the event of catastrophic failure, assessing for cracks, settlement, and deterioration. Record dimensions of cracks and provide photographic evidence of each deficiency. Visually assess the liner integrity and impermeability where applicable. Containment drain system shall be tested as follows. Drain Line and Release Valve. The Contractor shall perform a hydrostatic test to ensure the drain pipe and release valve do not leak. Test in accordance with applicable requirements of AWWA C600 for hydrostatic testing. Ensure the release valve is closed and pressurize the end of the pipe within the containment basin sump. Test for leakage by filling the pipe with water and pressurizing to 10 psi using a suitable pump connected to the pipeline. The test pressure shall not vary by more than ±1 psi for the duration of the test. Hold this pressure for not less than 2 hours. If the system does not hold pressure, check the outfall point to see if water is bypassing the valve. Test pressure shall be maintained during the test by adding makeup water through the pressure test pump into the pipeline. Accurately note the amount of makeup water required to maintain pressure during the test. Containment Drain Inlet. The Contractor shall perform a hydrostatic test to ensure the integrity of the inlet sump. Test for leakage by filling the inlet with water to a level at least 1-2 inches above the top of the inlet structure. The inlet shall hold this water for not less than 2 hours with no measurable change in the water level. The existing wiper seal (foam log, double wiper etc.) shall be removed and completely replaced with a new double wiper seal in accordance with UFGS 33 56 21.17 and the IFR manufacturer's recommendations; penetration seals in the floating pan will also need replaced.

Details

Division 01 - General Requirements, Quality Control, Testing and Inspecting Services.
Division 02 - Existing Conditions, Subsurface Investigation.
Division 03 - Concrete, Concrete Reinforcing, Cast-in-Place Concrete.
Division 05 - Metals, Structural Metal Framing, Metal Decking.
Division 23 - Heating, Ventilating, and Air Conditioning (HVAC), Facility Fuel Piping, Facility Fuel-Storage Tanks.
Division 31 - Earthwork, Clearing and Grubbing, Grading.
Division 32 - Exterior Improvements, Fences and Gates.
Division 33 - Utilities, Storm Drainage Utilities.

Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents