Berth 13 Structural Repairs, Portsmouth Naval Shipyard, Kittery ME . N6247026R0016

Berth 13 Structural Repairs, Portsmouth Naval Shipyard, Kittery ME. This project provides structural repairs to Berth 13 to restore deck loading capacity and extend usable life of structure, repair deteriorated deck sections, and repair piles, caps, beams, deck, and steel reaction frame connections to allow continued use of the berth. Berth 13 is an open wharf structure waterfront facility constructed in the 1940 s consisting of concrete piles including previous jacket repairs, concrete wharf deck, and steel reaction frame with timber decking along the outboard face of the wharf structure. Total approximate construction area is approximately 25,000 square feet (SF). PLEASE RED THE ATTACHED PRESOLICITATION DOCUMENT FOR MORE INFORMATION.

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.

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

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

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.