Name | Type | Posted | Actions |
|---|---|---|---|
DRAFT_B2_11_Section_M_Evaluation_Factors_Sector_30_Erosion_Mitigation.pdf | Jun 12, 2026 | ||
DRAFT_B2_10.1_Section_L_SLAC_Question&Answer_Log_(RFI).pdf | Jun 12, 2026 | ||
DRAFT_B2_10.0_Section_L_Instructions_to_Offerors_Sector_30_Erosion_Mitigation.pdf | Jun 12, 2026 | ||
DRAFT_B2_09.1_Reps_and_Certs_Supplement.pdf | Jun 12, 2026 | ||
DRAFT_B2_09.0_Section_K_(Rep_and_Certs).pdf | Jun 12, 2026 | ||
DRAFT_B2_08.08_Construction_Subcontracts_Final_Release.pdf | Jun 12, 2026 | ||
DRAFT_B2_08.07_Final_Inspection_Report.pdf | Jun 12, 2026 | ||
DRAFT_B2_08.06_NTP_Submittal_Checklist_061424.pdf | Jun 12, 2026 | ||
DRAFT_B2_08.05_SubcontractorFormSQF.pdf | Jun 12, 2026 | ||
DRAFT_B2_08.04_SF1413.pdf | Jun 12, 2026 | ||
DRAFT_B2_08.03_Work_Classification_Form_365203.pdf | Jun 12, 2026 | ||
DRAFT_B2_08.02_Subcontractor_Safety_IIPP.pdf | Jun 12, 2026 | ||
DRAFT_B2_08.01_DBA_WD_CA20250018_18MAY2026_Mod_05.pdf | Jun 12, 2026 | ||
DRAFT_B2_08.0_Section_J_(List_of_Attachments).pdf | Jun 12, 2026 | ||
DRAFT_B2_07_Section_I_(Specific_Subcontract_Clauses).pdf | Jun 12, 2026 | ||
DRAFT_B2_06_Section_H_(Special TsCs).pdf | Jun 12, 2026 | ||
DRAFT_B2_05.1_Fixed_Price_Construction_March2024.pdf | Jun 12, 2026 | ||
DRAFT_B2_05.0_Section_G_(General_TsCs).pdf | Jun 12, 2026 | ||
DRAFT_B2_04_Section_F_(Deliveries_Performance).pdf | Jun 12, 2026 | ||
DRAFT_B2_03.3_NEPA_env_compliance_checklist_Sect_30.pdf | Jun 12, 2026 | ||
DRAFT_B2_03.2_SLAC_Drawings_S30_Plans.pdf | Jun 12, 2026 | ||
DRAFT_B2_03.1_SOW_Sector_30_Erosion_Mitigation.pdf | Jun 12, 2026 | ||
DRAFT_B2_03.0_Section_C_(Specifications_SOW).pdf | Jun 12, 2026 | ||
DRAFT_B2_02_Section_B_(Supplies_or_Services_and_Price_Costs).pdf | Jun 12, 2026 | ||
DRAFT_B2_01_Section_A_(Subcontract_Form).pdf | Jun 12, 2026 | ||
DRAFT_B2_00_Cover_Letter.pdf | Jun 12, 2026 |
SLAC Sector 30 Erosion Mitigation Project
Contact and place of performance
Quyen Weng
Menlo Park, CA 94025
USA
DESCRIPTION This is a Sources Sought Notice to identify consultants to provide necessary construction work to mitigate soil erosion in an area referred to as Sector 30. This is not a solicitation for proposal or quotations and no award will be made from this Notice. SLAC intends to issue a formal solicitation later based on responses from this Source Sought Notice. PLANNED SCOPE AND DESCRIPTION OF SERVICES SLAC is se...
View moreThe full list of requirements can be found in the Statement of Work, IFC Drawing Package, and Project Specifications.
SOURCES SOUGHT RESPONSE
Interested firms with the skills and capability to complete the above scopes are invited to submit a written response to this Sources Sought Notice. Please provide the following information:
Please provide your response to Quyen Weng at [email protected] by 5 pm PST on June 18th, 2026.
SOURCES SOUGHT DISCLAIMER:
Please note that any responses to this sources sought posting is purely on a voluntary basis. SLAC is not requesting a proposal, any pricing, or any other information that could be considered confidential or proprietary to be submitted in response to this posting or any part of this posting. Any submissions that contain pricing, proprietary information, or confidential information will be discarded by SLAC.
The Department of Energy, through the SLAC National Accelerator Laboratory, issued this Sources Sought Notice under solicitation number SLAC_RFP_365203 to identify qualified general contractors for the Sector 30 Erosion Mitigation Project. This notice is for market research and planning purposes to inform a future formal solicitation for construction services in Menlo Park, California. The procurement is classified under NAICS 236220 Commercial and Institutional Building Construction.
The planned scope involves mitigating soil erosion in an area designated as Sector 30 by removing and replacing failed pavement, slopes, earthwork, and storm drains. The project requires the installation of permanent vegetation and erosion control measures across a hillside slope approximately 12 to 13 feet tall with gradients ranging from 1:1 to 4:1. This work area is situated next to sediment basin 30F-7 and catch basin 30F-11, where asphalt concrete pavement at an elevation of 285.5 feet slopes down to the catch basin.
Interested firms must submit their company name and point of contact information to Quyen Weng by June 18, 2026, though the notice metadata indicates a final response deadline of June 19, 2026. The administrative record for this notice includes 26 attachments, such as draft evaluation factors, instructions to offerors, and representation and certification supplements. This inquiry is voluntary and intended to identify consultants with the skills and capability to complete the described scope; no award will be made directly from this notice.
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