Berth 13 Structural Repairs, Portsmouth Naval Shipyard, Kittery ME .
Closed Solicitation Posted
This opportunity was awarded. See the award notice from .
- Solicitation number
- N6247026R0016
- Agency
-
Naval Facilities Engineering Command
Department of the Navy, Department of Defense
- Responses due
- Set-aside
- No set-aside
Opportunity facts
- NAICS code
- 237990 Other Heavy and Civil Engineering Construction
- Place of performance
- Kittery, Maine 03904, United States
Notice details come from SAM.gov. Updated .
About this opportunity
The Department of the Navy Naval Facilities Engineering Command is soliciting proposals for structural repairs to Berth 13, a 1940s-era open wharf facility at Portsmouth Naval Shipyard in Kittery, Maine. The project encompasses comprehensive repairs across approximately 25,000 square feet, including full demolition of 1,600 square feet and partial demolition of concrete wharf deck sections, pile and pile cap repairs, steel reaction frame connection repairs, crane rail beam repairs, pile jacket and anode repairs, and utility coordination. The work is designed to restore deck loading capacity and extend the structure's usable life while preventing debris from entering the river and maintaining strict safety protocols. Evaluation will be based on five factors: corporate experience (Factor 1), management approach and schedule (Factor 2), small business utilization with a minimum 20% participation requirement (Factor 3), safety performance (Factor 4), and past performance (Factor 5), with non-price factors weighted approximately equal to price. Proposals must be submitted electronically via PIEE by March 6, 2026, at 2:00 PM local time, and pre-proposal inquiries must be submitted to Contract Specialist Bruce Davis (bruce.w.davis5.civ@us.navy.mil) no later than February 20, 2026.
This is an unrestricted solicitation with full and open competition and no set-aside designation. The contract is firm fixed price with a 700-calendar-day completion period from notice to proceed, and work must commence within 15 calendar days of NTP, with liquidated damages assessed at $2,714.29 per calendar day of delay. Offerors must demonstrate experience with waterfront construction projects of at least $5 million (with at least one project valued at $15 million or greater) completed within the past ten years, including concrete repairs in marine environments, pile jacketing, and work from barges and floating platforms. Prospective contractors must submit performance and payment bonds of 20 percent of the bid price or $3 million, whichever is less, along with three to five relevant construction projects and past performance questionnaires. The work will be performed at Portsmouth Naval Shipyard in Kittery, Maine, and is subject to prevailing wage rates established by the Davis-Bacon Act with hourly rates ranging from $13.38 to $33.65 for base wages plus fringe benefits, as well as paid sick leave requirements under Executive Order 13706.
Notice text
4 versions
Update #4 · Latest ·
READ THE ATTACHED SOLICITATION DOCUMENT IN ITS ENTIRETY.
YOU WILL NEED TO REQUEST Attch J - Contract Docs_RM24-2895 Specs, DWGs & RPTs VIA EMAIL, AND SEND ALL PPIs TO THE CONTRACT SPECIALIST LISTED BELOW:
Bruce Davis: bruce.w.davis5.civ@us.navy.mil
This project provides structural repairs to Berth 13 to restore deck loading capacity and extend usablelife of structure, repair deteriorated deck sections,and repair piles, caps, beams, deck, and steel reac-tion frame connections to allow continued use ofthe berth. Berth 13 is an open wharf structure water-front facility constructed in the 1940’s consisting ofconcrete piles including previous jacket repairs,concrete wharf deck, and steel reaction frame withtimber decking along the outboard face of the wharfstructure. Total approximate construction area isapproximately 25,000 square feet (SF).
Berth 13 repair work will include both full (1,600 SF) and partial demolition (area to be determined) to various portions of the concrete wharf deck; outage coordination, removal and replacement of utilities in the way of concrete repairs; repairs to the reaction frame; repairs to the landside fascia beam; and repairs to crane rail beams, pile caps, pile jackets and anodes. All demolition and construction activities must prevent debris from entering the river below. Underside wharf deck, pile jacket and anode repairs require the capability to work from barges and other floating platforms; as well as meet strict safety protocols.
AMENDMENT 0001
1. Revise the Solicitation
2. Add/Update Clauses
3. Add Site Visit Information
4. Answer PPIs: Pre-Proposal Inquiry Log_B13-1
The following Attachments will be added:
Attch K - Site Walk Information_B13
Attch L - SECNAV 5512 1_REV MAY 2021_exp 2027
Attch M - DBIDS 5500b
Attch N - Pass Office Virtual Line Guidance
AMENDMENT 0002
1. Revise the Solicitation
2. Answer PPIs: Pre-Proposal Inquiry Log_B13-2
AMENDMENT 0003
1. Revise the Solicitation:
a. Section 00 21 00 - Instructions, INSTRUCTION TO OFFERORS: Paragraph "3.8 NON-PRICE FACTORS" Attachment Label corrections
b. Update "Factor 3, Small Business Utilization"
2. Answer PPIs: Pre-Proposal Inquiry Log_B13-3
3. Update Attch J - Contract Docs_RM24-2895 Specs, DWGs & RPTs
a. Reference Amendment 0003 - Attch J Summary of Changes w/ DWGS Rev1
b. Re-issue RM24-2895_Final Reference Drawings - Vol 2, w/o CUI designation as it does not apply.
Update #3 ·
READ THE ATTACHED SOLICITATION DOCUMENT IN ITS ENTIRETY.
YOU WILL NEED TO REQUEST Attch J - Contract Docs_RM24-2895 Specs, DWGs & RPTs VIA EMAIL, AND SEND ALL PPIs TO THE CONTRACT SPECIALIST LISTED BELOW:
Bruce Davis: bruce.w.davis5.civ@us.navy.mil
This project provides structural repairs to Berth 13 to restore deck loading capacity and extend usablelife of structure, repair deteriorated deck sections,and repair piles, caps, beams, deck, and steel reac-tion frame connections to allow continued use ofthe berth. Berth 13 is an open wharf structure water-front facility constructed in the 1940’s consisting ofconcrete piles including previous jacket repairs,concrete wharf deck, and steel reaction frame withtimber decking along the outboard face of the wharfstructure. Total approximate construction area isapproximately 25,000 square feet (SF).
Berth 13 repair work will include both full (1,600 SF) and partial demolition (area to be determined) to various portions of the concrete wharf deck; outage coordination, removal and replacement of utilities in the way of concrete repairs; repairs to the reaction frame; repairs to the landside fascia beam; and repairs to crane rail beams, pile caps, pile jackets and anodes. All demolition and construction activities must prevent debris from entering the river below. Underside wharf deck, pile jacket and anode repairs require the capability to work from barges and other floating platforms; as well as meet strict safety protocols.
AMENDMENT 0001
1. Revise the Solicitation
2. Add/Update Clauses
3. Add Site Visit Information
4. Answer PPIs: Pre-Proposal Inquiry Log_B13-1
The following Attachments will be added:
Attch K - Site Walk Information_B13
Attch L - SECNAV 5512 1_REV MAY 2021_exp 2027
Attch M - DBIDS 5500b
Attch N - Pass Office Virtual Line Guidance
AMENDMENT 0002
1. Revise the Solicitation
2. Answer PPIs: Pre-Proposal Inquiry Log_B13-2
Update #2 ·
READ THE ATTACHED SOLICITATION DOCUMENT IN ITS ENTIRETY.
YOU WILL NEED TO REQUEST Attch J - Contract Docs_RM24-2895 Specs, DWGs & RPTs VIA EMAIL, AND SEND ALL PPIs TO THE CONTRACT SPECIALIST LISTED BELOW:
Bruce Davis: bruce.w.davis5.civ@us.navy.mil
This project provides structural repairs to Berth 13 to restore deck loading capacity and extend usablelife of structure, repair deteriorated deck sections,and repair piles, caps, beams, deck, and steel reac-tion frame connections to allow continued use ofthe berth. Berth 13 is an open wharf structure water-front facility constructed in the 1940’s consisting ofconcrete piles including previous jacket repairs,concrete wharf deck, and steel reaction frame withtimber decking along the outboard face of the wharfstructure. Total approximate construction area isapproximately 25,000 square feet (SF).
Berth 13 repair work will include both full (1,600 SF) and partial demolition (area to be determined) to various portions of the concrete wharf deck; outage coordination, removal and replacement of utilities in the way of concrete repairs; repairs to the reaction frame; repairs to the landside fascia beam; and repairs to crane rail beams, pile caps, pile jackets and anodes. All demolition and construction activities must prevent debris from entering the river below. Underside wharf deck, pile jacket and anode repairs require the capability to work from barges and other floating platforms; as well as meet strict safety protocols.
AMENDMENT 0001
1. Revise the Solicitation
2. Add/Update Clauses
3. Add Site Visit Information
4. Answer PPIs: Pre-Proposal Inquiry Log_B13-1
The following Attachments will be added:
Attch K - Site Walk Information_B13
Attch L - SECNAV 5512 1_REV MAY 2021_exp 2027
Attch M - DBIDS 5500b
Attch N - Pass Office Virtual Line Guidance
Update #1 ·
READ THE ATTACHED SOLICITATION DOCUMENT IN ITS ENTIRETY.
YOU WILL NEED TO REQUEST Attch J - Contract Docs_RM24-2895 Specs, DWGs & RPTs VIA EMAIL, AND SEND ALL PPIs TO THE CONTRACT SPECIALIST LISTED BELOW:
Bruce Davis: bruce.w.davis5.civ@us.navy.mil
This project provides structural repairs to Berth 13 to restore deck loading capacity and extend usablelife of structure, repair deteriorated deck sections,and repair piles, caps, beams, deck, and steel reac-tion frame connections to allow continued use ofthe berth. Berth 13 is an open wharf structure water-front facility constructed in the 1940’s consisting ofconcrete piles including previous jacket repairs,concrete wharf deck, and steel reaction frame withtimber decking along the outboard face of the wharfstructure. Total approximate construction area isapproximately 25,000 square feet (SF).
Berth 13 repair work will include both full (1,600 SF) and partial demolition (area to be determined) to various portions of the concrete wharf deck; outage coordination, removal and replacement of utilities in the way of concrete repairs; repairs to the reaction frame; repairs to the landside fascia beam; and repairs to crane rail beams, pile caps, pile jackets and anodes. All demolition and construction activities must prevent debris from entering the river below. Underside wharf deck, pile jacket and anode repairs require the capability to work from barges and other floating platforms; as well as meet strict safety protocols.
Files
| File | Type | Posted |
|---|---|---|
| Amendment 0003.zip | ZIP file | |
| Amendment 0002.zip | ZIP file | |
| Amendment 0001.zip | ZIP file | |
| Attch D - Historical Small Business Utilization.pdf | ||
| Attch B - Construction Experience Project Data.docx | DOCX document | |
| Attch I - Davis-Bacon WD ME20260033.pdf | ||
| Solicitation - N6247026R0016.pdf | ||
| Attch A - Pre-Proposal Inquiry Log Template.xlsx | XLSX spreadsheet | |
| Attch C - Past Performance Questionnaire.docx | DOCX document | |
| Attch E - Small Business Participation Commitment Document (SBPCD).pdf | ||
| Attch F - Individual Small Business Subcontracting Plan.pdf | ||
| Attch G - Price Proposal Form.docx | DOCX document | |
| Attch H - PIEE Vendor Access Instructions.pdf |
Show all 13
Notice history
| Notice | Type | Posted |
|---|---|---|
| Berth 13 Structural Repairs, Portsmouth Naval Shipyard, Kittery ME . | Award Notice | |
| This notice | Solicitation | |
| Berth 13 Structural Repairs, Portsmouth Naval Shipyard, Kittery ME . | Pre-Solicitation |
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