Site work and paving for a civil project in San Francisco, California. Completed plans call for site work for a road / highway; for paving for a road / highway; and water / sewer project.

**As of July 6, 2022 this project has not yet been awarded. A timeline for award is not yet established. The objective of the project is to replace the existing sewers and street pavement at various locations within the City and County of San Francisco. The work is to be performed in San Francisco, California. SFPUC encourages Bidders to submit a Safety Prequalification Form at least 3-weeks prior to the date of Bid opening. Bidders are required to pass the Safety Prequalification prior to SFPUC considering their bid submission complete. SFPUC will notify Bidders who have passed the Safety Prequalification prior to or on the date of Bid opening. Refer to Section 00 21 13 - Instructions to Bidders, "Bidder Qualifications" and Section 00 45 12 - Safety Prequalification for additional information. A Class "A" California Contractors License is required to bid. Furthermore, each listed subcontractor must possess appropriate active licenses for the work each subcontractor will be performing. Bid discounts may be applied as per San Francisco Administrative Code Chapter 14B. The LBE Subcontracting Participation Requirement is 20.00% and ONLY San Francisco (Local) Small & Micro-LBEs can be utilized to meet this requirement (Firms certified by SF Contract Monitoring Division). SFPUC-LBEs cannot be utilized to meet the 20.00% LBE Subcontracting Participation Requirement. Please contact Linda Rainaldi at (415) 754-3227 and Linda.Rainaldi@sfgov.org for further information. Subcontracting opportunities may include, but not limited, to the following major types of work: saw cutting, excavation, traffic control and concrete. Prime Bidder's attendance at this conference is worth 15 points toward Chapter 14B "Good Faith Outreach" requirements. Documented attendance in the teleconference pre-bid meeting will satisfy this requirement. Bidders must achieve at least 80 points (out of a possible 100 points), as determined by CMD, to be deemed compliant with the "Good Faith Outreach" requirements, except those who exceed the above stated LBE subcontracting participation requirement by 35% under Section 14B.8(B) of the Administrative Code. The Work shall be commenced within 5 calendar days from issuance of the Notice to Proceed by the City, prosecuted diligently thereafter, and brought to Substantial Completion within the time limit of 400 consecutive calendar days beginning with and including the official date of Notice to Proceed. The LBE subcontracting participation requirement for this contract is 20%. Bids must meet the 20% LBE subcontracting requirement on Section 00 43 36 at the time of bid, or the bid may be deemed nonresponsive The Work to be performed under this contract is located on: o Yacht Road from Marina Boulevard to End o Lyon Street from Girard Road to End o Palace of Fine Arts from Lyon Street to Lyon Street o Marina Boulevard from Yacht Road to Baker Street o Beach Street from Polk Street to End o Jefferson Street from Larkin Street to Hyde Street o Jefferson Street from Hyde Street to Leavenworth Street o Jefferson Street from Jones Street to Taylor Street o Beach Street from Hyde Street to Columbus Avenue o Columbus Avenue from Beach Street to Leavenworth Street o North Point Street from Hyde Street to Leavenworth Street o Columbus Avenue from Bay Street to North Point Street o North Point Street from Columbus Avenue to Jones Street o Jones Street from Beach Street to North Point Street o Bay Street from Polk Street to Leavenworth Street o Larkin Street from Francisco Street to Beach Street o Bergen Alley from Hyde Street to End Sewer Work includes, but is not limited to: 1. Mobilization and demobilization work; 2. Traffic control work; 3. Trench and excavation support work; 4. Constructing cast-in-place or precast concrete manholes; 5. Cleaning and mortaring manholes; 6. Cleaning and televising main sewers prior to lining work; 7. Bypassing main sewer and side sewer (lateral) flow related to lining work; 8. Constructing 14-inch, 18-inch and 22-inch diameter High-Density Polyethylene (HDPE) SDR 17 encased in crushed rock bedding wrapped in geotextile fabric; 9. Lining 8-inch, 10-inch, 12-inch, 16-inch, 18-inch and 21-inch sewer with styrene-free Cured-In-Place-Liner; 10. Pipe bursting existing 12-inch diameter sewers with 12-inch diameter HDPE SDR 17; 11. Internally reinstating side sewer (lateral) connections to newly lined main sewers; 12. Plugging and filling existing sewer facilities with slurry grout as indicated