Z2DA--(660) Underground Fuel Storage Tank Removal & Remediation (VA-22-00055703)
Closed Solicitation Posted
This opportunity was awarded. See its 2 award notices in the notice history.
- Solicitation number
- 36C25922Q0662
- Agency
-
Veterans Integrated Service Network 19
Veterans Health Administration, Department of Veterans Affairs
- Responses due
- Set-aside
- No set-aside
Opportunity facts
- NAICS code
- 238990 All Other Specialty Trade Contractors
Notice details come from SAM.gov. Updated .
Notice text
3 versions
Update #3 · Latest ·
RFI #1
660-22-116 Underground Fuel Storage Tank Removal, Disposal of and Remediation
Q1. It is stated that all the work must be completed within 30 days. That is not possible given the requested work to be performed. Is that a typo?
R1. Based on the deliverable schedule provided below the project has a 9-month period of performance.
Corrective Action Plan
Draft Corrective Action Plan Complete within 60 days of award of contract
Final Corrective Action Plan Complete within 10 days of receipt of draft comments from VA
UST Permanent Closure Plan Complete within 60 days of award of contract
Pre-Removal Meeting Complete within 30 days of CAP approval by Utah DERR
Remove and Replace Site Structures
Removal Complete within 30 days of Pre-Removal Meeting
Replacement Complete within 30 days of completion of Site Restoration
UST Excavation, Demolition, and Removal Begin within 60 days of CAP approval by DERR
Excavation of Contaminated Soils - Begin within 60 days of CAP approval by DERR
Site Closure Sampling - Begin within 60 days of CAP approval by DERR
Site Restoration Complete within 30 days of completion of Site Closure Sampling
Permanent Tank Closure Notice Complete within 60 days of completion of Site Closure Sampling
Corrective Action Report
Draft Corrective Action Report Complete within 60 days of completion of Site Closure Sampling
Final Corrective Action Report - Complete within 15 days of receipt of draft comments from VA
Tank Materials and Soil Final Disposition Documentation - Complete within 60 days of completion of Site Closure Sampling
Q2. It states that a Corrective Act Plan (CAP) be completed, typically a CAP is not submitted until the impacts have been fully defined per the Utah LUST program requirements. The impacts at this site have not been defined vertically, the Utah LUST group may request more investigation?Â
R2. The VA received a Corrective Action Plan Requirements Letter from the Utah DERR, dated August 30, 2021. This letter states that a Correction Action Plan (CAP) must be provided to the DERR for approval. The CAP must follow the guidance and format provided in DERR s GAP Guide, and any abatement or cleanup activities at the site must be performed by a Utah-certified UST Consultant. Â
Based on this correspondence with the State, VA does not believe that additional investigation will be required from Utah DEQ.
Q3. How heavy is the closed-in-place UST?
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R3. The current weight of the tank is unknown. A.3 SOW Section 3 Tank Descriptions and Status describes the closed in-place tank as a 3,000-gal fiberglass tank filled with a cement slurry.
Q4. It is not clear in the SOW if the dispenser islands needs to be removed, do the dispenser islands and fuel lines need to be removed?
R4. A.3 SOW Section 4e UST Excavation, Demolition and Removal includes the following statement: Contractor will complete all work and documentation necessary to remove Tank 12(38D) and Tank 13(38G) from the site and dispose of (or recycle) material off-site. Removal of tanks will include fuel piping and dispenser island excavation and removal.
Q5. The UST basin is currently concrete surrounded by asphalt. After the UST removal would this area need to be replaced with concrete, or would we want to restore with asphalt to match the surrounding ground surface?
R5. A.3 SOW Section 4h UST Site Restoration includes the following statement:
Site Restoration: Contractor will restore the site to existing conditions including backfilling, compacting and asphalt resurfacing.
Q6. If removing the dispenser islands, will we need to replace the light present and would we be required to remove the concrete bases below the dispensers. Additionally, if we remove the dispensers, will we be required to remove the concrete ground surface around the dispenser. If so, can we replace with asphalt to match the existing ground surface around this area.
R6. A.3 SOW Section 4e states, Removal of tanks will include fuel piping and dispenser island excavation and removal. Dispenser island includes the concrete bases and the light. The light doesn t need to be replaced and any concrete removed associated with dispenser islands may be replaced with asphalt.
Q7. Please provide the working hours and days of the week that the contractor will be allowed to work onsite at the UST removal location.
R7. The contractor will be allowed to work Monday through Friday 0700 1700.
Q8. Please confirm the type and percentage of the bond that is required and when it is due. The RFP, Section I.5B Quote requirements (pg 13/52) states that a 20% bid bond is required. However, our notes from the site visit indicate that the meeting facilitator said a bid bond would not be required, but a payment bond would be required.
R8. If the quote is under $150,000 bid bond is not required, only payment bond. If quote exceeds $150,000 then payment and bid bonds are both required. Refer to FAR 28.102-2 for additional information on bonding requirements.
Q9. Will the government consider extending the period of performance to beyond 30 days? While 30 days is achievable under nearly ideal conditions, it is questionable given the unknowns about this site and the extent of subsurface contamination. There are already at least two deliverable submittal events that require draft and final iterations with a review/comment/revise interval in between. In a worst-case scenario, where contaminated soil removal requires the removal and replacement of carports, reinforced concrete, fencing and a gate, or other elements, a limit of 30 days could easily be missed. Given the degree of unknowns at this site, this scenario should be accounted for.
R9. See response to question 1.
Q10. Will the government consider providing a different pricing approach for the site structures removal/replacement? RFP Section A.3 4d and 4h (pgs 6 &7 of 52) include the requirements of removing and replacing site structures, including carport, gate, pavement, fencing, and others as needed. However, the footprint and depth of soil contamination is unknown so it is impossible to accurately evaluate the risk of having to remove/replace these structures. The usage of as needed in this context is not appropriate for a lump sum job where offerors are required to address the risk of needing to replace the site structures but insufficient information is made available. The one soil boring where contamination has been identified had contamination above the screening levels at its deepest sample (so contamination extent is open at depth) and there has been insufficient sampling along the fuel lines leading to the dispensary island, especially in the areas directly south of the USTs and on the upstream side of the dispenser island. The previous consultant recommended additional sampling be done to evaluate the extent of impact.
R10. No, bid on the base project. If additional work is identified in other areas, a change order can be considered.
Q11. What is the thickness of the Asphalt where the Fuel tanks need to be removed.
R11. The asphalt thickness is unknown; standard industry practices should be referenced to form a basis for the estimated thickness. The VA has a specification on asphalt that might give some indication as to a thickness but the thickness cannot be guaranteed. See attachment Asphalt Paving Specifications.
Q12. Does the electrical and any other utility need to be disconnected or removed for the removal.
R12. Electrical and/or utility outages will be determined after utility locations have been confirmed.
See attached document: Asphalt Paving Specifications.
Update #2 ·
The purpose of this amendment is to make the following changes:
FIRST: Change site visit time from 10:00 am to 8:30 am MT on September 6, 2022 block 10 of SF 1442 and in para (b) of 52.236-27.
SECOND: Add Bldg 6, Conference Room as location for site visit in block 10 of SF 1442 and in para (c) of 52.236-27.
THIRD: All other items and conditions remain the same.
Update #1 ·
Underground Fuel Storage Tank Removal and Remediation
Project #: 660-22-116
1. Introduction
The Contractor is required to prepare a Corrective Action Plan and Tank Removal documentation for a permanently closed leaking underground gasoline tank release and a temporarily closed underground diesel tank . The tanks are located at the Department of Veterans Affairs (VA) Salt Lake City Medical Center.
The primary object of the SOW is to safely remove, dispose of and remediate underground storage tanks (UST) while minimizing environmental impacts and complying with all Federal, State and local governing regulations, as well as VA policies.
2. Site Background and Location
The work will be conducted at the Salt Lake City VA Medical Center (SLC VAMC). The SLC VAMC is registered as Facility ID # 4001459 with the Utah Department of Environmental Quality, Division of Environmental Response and Remediation (DEQ-DERR).
SLC VA Medical Center
500 Foothill Blvd
Salt Lake City, UT 84148
Bldg. 38
VA Facility contact information:
CERCLA Program Office 801.582.1565 x 2021
Maintenance and Operations 801-582.1565 x 4000
Safety Office 801.582.1565 x 4342
After hours (Boiler Plant) 801.582.1565 x 1043
VA Police Department 801.582.1565 x 4444
3. Tank Descriptions and Status
Tank 13(38G): 3,000-gal gasoline fiber glass UST; permanently closed in-place with cement slurry on 17-Dec-2020. Closure samples identified a fuel release associated with fuel piping near the dispenser island. A single closure soil sample exceeded the Initial Screening Levels for gasoline-range total petroleum hydrocarbons (TPH-GRO) (511 mg/kg) indicating a release may have occurred. The release was designated by DEQ-DERR as Release NZZ. The permanent tank Closure Notice is included in Attachment 1.
A Subsurface Investigation Report (SIR) (Attachment 2) was completed in Jun/Jul 2021 and included drilling three additional borings around the potential release location and a fourth boring near the initial closure soil boring to greater depth (12 ft total depth). A total of four soil samples were collected from the four borings. The results indicated a minor, isolated fuel piping release had occurred near the dispensing island.
Tank 12(38D): 3,000-gal diesel fiber glass UST; tank temporarily closed on 28-April-2021. Fuel was removed from tank, but no additional abatement procedures have been completed. No closure sampling has been completed at the tank. The temporary tank Closure Notice is included in Attachment 1.
Fuel Piping and Dispenser Island: Fuel piping extends approximately 40 feet from underground tanks to dispenser island. The island contains two fuel dispensers.
4. Work to Be Performed
The Contractor is required to complete the following tasks in accordance with Utah Administrative Code (UAC) Title R311-200 through R311-211 Environmental Quality, Environmental Response and Remediation, all other Federal, State and local requirements, and Section 02 65 00 Underground Storage Tank Removal of the VA Master Construction Specifications Index (Attachment 3). In the event UAC R311 contradicts VA Section 02 65 00, the discrepancy will be brought forth to the COR and a decision will be made which guidance to follow.
a. Corrective Action Plan: Contractor will complete all work and documentation necessary to submit a Corrective Action Plan, prepared by a Utah-certified UST Consultant, with the presumptive remedy of excavation of contaminated soils.
b. UST Permanent Closure Plan: Contractor will complete all work and documentation necessary to permanently close diesel Tank 12(38D). This Closure Plan will be submitted as an Appendix to the Corrective Action Plan. Soil samples collected as part of the tank closure procedure will be submitted to the analytical laboratory with a 24-hour turn-around-time to facilitate timely decisions regarding additional excavation/remediation.
c. Pre-Removal Meeting: Contractor will conduct a pre removal meeting at the project site a minimum of 30 days before beginning work. Contractor will prepare the meeting agenda and minutes. The COR, VA SME/PM, and Utah-certified UST Consultant and Utah-certified UST Remover will be in attendance.
d. Remove and Replace Site Structures: To facilitate the excavation of contaminated soils, the Contractor will remove pavement, carport, gate, fencing and other structures, as needed and replace the items when site work is completed. Existing materials (including clean overburden soil) shall be reused where possible.
e. UST Excavation, Demolition and Removal: Contractor will complete all work and documentation necessary to remove Tank 12(38D) and Tank 13(38G) from the site and dispose of (or recycle) material off-site. Removal of tanks will include fuel piping and dispenser island excavation and removal. A Utah-certified UST Remover must remove the tanks, and a Utah-certified UST Soil and Groundwater Sampler will collect samples required for tank closure and disposal facility waste profile. All environmental samples will be submitted to a Utah-certified analytical laboratory.
f. Excavation of Contaminated Soils: Contractor will excavate, contain, and dispose of contaminated soils at an off-site location. A portable volatile organic compound (VOC) monitor with a photoionization detector (PID) shall be used for soil headspace screening to assess excavation progress. The base price for the volume of soil excavated will not exceed 220 cubic yards (cyd) (or approximately 330 tons). Work beyond this amount will be based on a unit basis (per ton).
g. Site Closure Sampling: Contractor will collect site closure samples from the excavation including excavation sidewall and bottom sample locations. The base price shall include 12 sample locations. Any additional sample locations will be based on unit pricing. Samples will be submitted to the analytical laboratory with a 24-hour turn-around-time.
h. Site Restoration: Contractor will restore the site to existing conditions including backfilling, compacting and asphalt resurfacing.
5. Applicable Specifications and Requirements
a. The Contractor will comply with the SLC VAMC Stormwater Management Plan (Attachment 4) and applicable Utah Construction Storm Water Pollution Prevention Plan (SWPPP) general permit requirements.
b. The Contractor will clear all utilities and comply with VAMC Policy 00S.60 Excavation Safety Program prior to starting work (Attachment 5).
c. The Contractor will submit all safety data sheets for any chemicals brought on-site and follow all safety requirements for preventing access to the work site.
d. The Contractor will conduct work in accordance with the Section 02 65 00 Underground Storage Tank Removal of the VA Master Construction Specifications Index (Attachment 3)
6. Documentation Deliverables
The Contractor will comply with all Federal, State and local governing regulations when preparing the documentation for this project.
a. Draft and Final Corrective Action Plan (CAP). The Contractor will develop a CAP to address Release NZZ. The presumptive remedy is soil excavation and disposal. The Contractor will submit an electronic version of the draft CAP for review to SLC VAMC c/o CERCLA Program. The Contractor will address VA comments on the draft CAP and submit a final CAP to the VA. The VA will submit the report to the State. The final CAP submittal will include a hardcopy and electronic version. The electronic submittal will include all native files used to create the document.
b. Draft and Final Permanent Tank Closure Notice Tank 12(38D). The Contractor will prepare a Permanent Tank Closure Notice for Tank 12(38D). The tank Closure Notice will be submitted to DEQ-DERR for tank closure and included as an appendix to the CAP for Release NZZ.
c. Draft and Final Corrective Action Report for Release NZZ. The Contractor will prepare a Corrective Action Report documenting the successful remedial action and results of the site closure samples. The Corrective Action Report must include:
- Narrative summary of methodologies, remedial activities and results, including documentation of personnel conducting site activities, timeline of events, and summary of results.
- Figures documenting site features, excavation details, and sample locations.
- Tabulated field screening PID results and analytical sample results.
- Analytical laboratory reports, chain-of-custody, and soil backfill compaction documentation.
- Photographs of tanks, excavation activities, and sampling.
The Contractor will submit an electronic version of the draft Corrective Action Report for review to SLC VAMC c/o CERCLA Program. The Contractor will address VA comments on the draft Corrective Action Report and submit a final report to the VA. The VA will submit the report to the State. The final Corrective Action Report submittal will include a hardcopy and electronic version. The electronic submittal will include all native files used to create the document.
d. Tank Materials and Soil Final Disposition Documentation. The Contractor will include in the Corrective Action Report the final disposition records and waste manifests for the underground storage tanks and appurtenances, as well as the soil excavated from the site.
e. Period of Performance: 30 Days from NTP (Notice to Proceed)
7. Supplemental Documentation
a. The Contractor will provide with their proposal, documentation that a Utah-certified UST Consultant, Utah-certified UST Remover and Utah-certified UST Soil and Groundwater Sampler, and Utah-certified analytical laboratory will perform the tasks described in the PWS.
b. The Contractor is required to comply with all Federal, State and local regulations, policies and procedures regarding UST and leaking UST (LUST) . The Contractor shall comply with all changes to such Federal, State and local regulations and procedures which occur during the term of this contract. The Contractor shall provide to the Government any additional certifications that may be required because of changes in such laws.Â
c. The Contractor will provide a contract liaison (and alternate) to coordinate work at SLC VAMC.
8. Other Conditions and Stipulations
a. Contractor must provide written confirmation they have adequate insurance protection against negligent work and other forms of liability. The nature and level of protection must be acceptable to the VA CO.
b. The Contracting Officer s Representative (COR), Safety Officer, CERCLA Program Manager (or designated alternate) and VA Police have the authority under this contract to present a verbal stop work order pertaining to job activity they reasonably believe represents an imminent hazard to life, property, or the environment. This verbal order shall be followed up by a written stop work order issued by the Contracting Officer as soon as feasible after the imminently hazardous situation has been stabilized or abated. VA will not incur additional costs if work is halted for good cause.
c. The Contractor shall not be allowed use of government materials, equipment, and/or labor for completion of work under this contract.
d. Provisions in this contract shall not constitute or operate as a waiver of any such provision, nor shall the failure to enforce any provision or of any other provision contained herein. If any provision of this contract shall for any reason be held to be invalid or unenforceable, such provision shall not in any way affect the validity or enforceability of any of the remaining provisions of this contract, and this contract shall be enforced as if such provision had not been contained herein.Â
9. SOW Attachments are in Solicitation as Attachment 3
Tank Closure Notices (Permanent and Temporary)
Subsurface Investigation Report
Section 02 65 00 Underground Storage Tank Removal of the VA Master Construction Specifications Index
SLC VAMC Stormwater Management Plan
00S.60 Excavation Safety Program Policy 08.12.2020
Files
| File | Type | Posted |
|---|---|---|
| S02 Asphalt Paving Specifications.docx | DOCX document | |
| 36C25922Q0662 0002.docx | DOCX document | |
| 36C25922Q0662 0001.docx | DOCX document | |
| 36C25922Q0662_1.docx | DOCX document | |
| Attachment 2_UST Removal Certified Contractors.pdf | ||
| Attachment 3_SOW Attachments.pdf | ||
| Attachment 1_P07 WD UT20220085_1Jul22.pdf |
Notice history
| Notice | Type | Posted |
|---|---|---|
| Z2DA--(660) 660-22-116 Underground Storage Tank Removal & Remediation (VA-22-00055703)-660C33061 | Award Notice | |
| Z2DA--(660) 660-22-116 Underground Storage Tank Removal & Remediation (VA-22-00055703)-660C33061 | Award Notice | |
| This notice | Solicitation | |
| Z2DA--(660) Underground Fuel Storage Tank Removal & Remediation (VA-22-00055703) | Pre-Solicitation |
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