Site work for a civil project in Norfolk, Virginia. Completed plans call for site work for a water / sewer project.

As of January 21, 2026, the general contractor has received the notice to proceed and is preparing to begin construction. Bidding is closed, but subcontractors may still contact Tim Griffin to provide a quote. Amendment 0002 is issued to: 1. Extend the proposal due date. 2. Respond to PPIs. 3. Revise Specifications. 4. Revise Drawings. 5. Revise the . 6. Provide clause revisions. 7. Provide attachments. Refer to attachment labeled N6247024R0062 for the document. NO. N62470-24-R-0062: P1062 Design-Bid-Build, Dry Dock 3 Modernization at Norfolk Naval Shipyard, Portsmouth, Virginia. All correspondence regarding this shall be directed via to Daniel Rocha at daniel.r.rocha2civus.navy.mil. PRE-PROPOSAL INQUIRIES (PPIs): All inquiries must be submitted in writing and received by the Contract Specialist no later than fourteen (14) Calander prior to the proposal due date in order to permit adequate time to reply to the inquiry. There is no guarantee that PPI's submitted after the cut-off date will be answered before the closes. Submit all to daniel.r.rocha2.civus.navy.mil and linda.c.stein.civus.navy.mil. Use of the PPI Log template is required. The PPI Log Template (Attachment A) can be found on the PIEE or the Contract Opportunities website under the Attachments section Question Deadline: 04/24/2025 PROJECT DESCRIPTION: This project will include the following major components: rebuilding the caisson seats with deep foundations, refurbishing the dock floor and walls, pinning the concrete floor, constructing a wet well and pump house to replace the existing pumpwell, rerouting all utilities into a new utility trench around the dock perimeter, and replacing the dry dock's surrounding rail systems. 1. Cofferdam: A temporary cofferdam at the entrance to Dry Dock 3 will be constructed to allow the contractor to perform demolition and construction under dry working conditions. The cofferdam consists of a continuous steel pipe pile wall (SPP Wall) driven side-by-side to form a continuous wall. The wall will support approximately 40 feet of water on the riverside. The cofferdam will be constructed approximately 8 feet east of the dry dock entrance (in the river), beyond the existing timber pile supported apron. In the space between the dry dock entrance and the cofferdam, riverbed soils will be dredged and replaced with a tremie concrete slab to seal off upward water flow. In addition, composite sheet pile/concrete closure walls will be constructed on either side of the dock entrance, connecting the SPP Wall to the dock proper and therefore closing off the entrance. 2. Dry Dock: The floors and walls of the dry dock will be reconstructed by initially removing all the dry dock's existing granite blocks (ranging from 15 inches thick along the floor and up to 50 inches thick along the altars) and a minimum of 12 inches of existing concrete beneath the granite. The coping/floodwall elevation will be the entrance, will have a tiedown system to resist increased uplift demands due to higher flood events. The dry dock's walls and floor will be reconstructed with reinforced concrete to provide improved capacity accommodating the increased "superflood" load condition and reestablishing the 2009 FCR design blocking loads. 3. Wet Well: Selective demolition of the existing below grade Pumpwell is required to accommodate the discharge piping for the Wet Well and Pump House. This includes the removal of the existing ladders, catwalks, platforms, stairs, concrete walls/slabs and fiberglass grating as required by structural work. The completed time for this contract is 1825 calendar after award. The cut-off date for PPIs is Friday, 23 May 2025. PPIs submitted after this date may not be considered The Contractor shall begin performance within 15 calendar days and complete it within 1825 calendar days