SOURCES SOUGHT
Y -- Construction/rehabilitation of the Seawall system at Montauk Point Lighthouse, Suffolk County, New York.
- Notice Date
- 6/20/2018
- Notice Type
- Sources Sought
- NAICS
- 237990
— Other Heavy and Civil Engineering Construction
- Contracting Office
- Department of the Army, U.S. Army Corps of Engineers, USACE District, New York, Attn: CENAN-CT, 26 Federal Plaza, New York, New York, 10278-0090, United States
- ZIP Code
- 10278-0090
- Solicitation Number
- W912DS-18-S-0025
- Archive Date
- 7/21/2018
- Point of Contact
- Mohenda R. Surage, Phone: 9177908088, Nicholas P. Emanuel, Phone: 9177908069
- E-Mail Address
-
mohenda.r.surage@usace.army.mil, Nicholas.P.Emanuel@usace.army.mil
(mohenda.r.surage@usace.army.mil, Nicholas.P.Emanuel@usace.army.mil)
- Small Business Set-Aside
- N/A
- Description
- THIS IS A SOURCES SOUGHT ANNOUNCEMENT TO BE USED FOR MARKET ANALYSIS ONLY. NO AWARDS WILL BE MADE FROM THE RESPONSES TO THIS SYNOPSIS. NO SOLICITATION WILL BE AVAILABLE AT THIS TIME. THE PURPOSE OF THIS ANNOUNCEMENT IS TO GAIN KNOWLEDGE OF POTENTIAL QUALIFIED CONCERNS DOING WORK UNDER NAICS 237990. ANY POTENTIAL COMPETITIVE SOLICITATION(S) THAT MAY PROCEED FROM THIS NOTICE WILL BE POSTED TO FEDBIZOPPS. ALL INTERESTED OFFERORS WILL HAVE THE OPPORTUNITY TO RESPOND TO A SOLICITATION ANNOUNCEMENT AT A LATER TIME IF AND WHEN A SOLICITATION IS ISSUED. The proposed project is for the Seawall construction/rehabilitation work. 1. Description of project: A.Proposed project is for construction/rehabilitation of the Seawall system at Montauk Point Lighthouse, Suffolk County, New York. B.The project will include the rehabilitation of The revetment will be rehabilitated to protect the lighthouse and associated cultural resources situated on top of the bluff from damage due to erosion and wave impact from ocean waves and storm surge. The proposed approximately 1,000 linear feet stone revetment work consists of a placement of a double layer of 12-18 ton armor stone overlaid on an existing 5-10 ton armor stone revetment. Top of bluff elevation is approximately 65 ft. NAVD88. The rehabilitated cross-section will be an approximately 12-ft wide horizontal stone bench. The top rock bench will be approximately 20-ft wide. A stone splash apron constructed of 1-2 ton stone underlain by a geotextile mat completes the typical cross-section. Plantings supported by timber terracing currently stabilize the slope above the splash apron, and will be retained. The work includes removal and re-arrangement of existing stone as needed to construct the rehabilitated cross-section. New underlayer sized stone will be placed as needed to allow for placement of new armor stone. The toe of the revetment will be keyed into existing rock bottom. There are significant amounts of stone from earlier revetments presenting at the toe of the structure. Construction access will be from the beach north and south of the existing revetment. New armor stone quantities are anticipated to be between 50,000 and 70,000 tons. The contract value is estimated between $16 million to $25 million. Award is projected in October 2018 and November 2018. Estimated project duration is 580 days. 2. Responses to this sources sought will be used by the Government to make an appropriate procurement decision. All firms (large or small business) should respond to the project if they are interested in performing it. 3. The North American Industry Classification System (NAICS) code is 237990 (Other Heavy and Civil Engineering Construction). The Small Business Size standard is $36,500,000. 4. Business Characteristics 1)Please provide the name of your business or joint venture, address, point of contact name, phone, fax number, and email address. 2)Please provide a CAGE Code and DUNS Number for the business. 3)What is your bonding capacity per contract? What is your total bonding capacity? 4)Is your company a small or large business as defined by the SBA? Are you classified as HUB Zone Small Business, SBA certified 8(a) Small Disadvantaged Business, Service-Disabled Veteran Owned Small Business, Small Business, or as a Large Business? Answer the same questions for any planned subcontractors. 5)Would you be bidding on this project as a sole contractor, prime contractor with subcontractor(s) or as a joint venture? Experience 6)What is the largest seawall rehab contract (in cubic yards) on which you were the prime contractor? 7)Have you worked on any projects on Montauk, Long Island, NY? How have you dealt with the limitations to transportation and vehicular access? 8)Have you performed seawall contracts on the Atlantic Coast of the United States? If so, please provide a list and description of at least 3 contracts of similar size, magnitude, and complexity. Description shall include size, cost, technical qualifications of staff, any customer feedback received, and a narrative of any complexities encountered. Equipment 9)What type of dredging equipment do you forecast using? 10)What is the delivery capacity per day of that equipment? 11)What land-based equipment do you intend on using? Please include any pumps, dozers, hauling equipment, pile drivers, etc. Capacity 12)What capacity will you have to perform this work in the next 2 years? 13)When would be the earliest you could mobilize to perform this work? 14)Do you foresee any problems with the construction duration as indicated above? 15)What percentage of the work would you expect to subcontract? (refer to the following Federal Regulations to see the Limitation of Subcontracting that pertains to specific set-asides) 13 CFR §121.201 "What size standards has SBA identified by North American Industry Classification System codes?" 48 CFR §19.102 Size Standards 48 CFR §19.5 Set-Asides for Small Business 48 CFR §19.8 Contracting With the Small Business Administration (the 8(a) Program) 48 CFR §19.13 Historically Underutilized Business Zone (HUBZone) Program 48 CFR §19.14 Service-Disabled Veteran-Owned Small Business Procurement Program 48 CFR §19.15 Women-Owned Small Business Program Contractor's Comments or Recommendations 16)Please provide, if any Please note that this notice is not a commitment on the part of the Government to award a contract as a result of this notice or to pay for any information received. This synopsis neither constitutes a Request for Proposal or Invitation for Bid, nor does it restrict the Government to an ultimate acquisition approach. The Government should not construe this Sources Sought Synopsis as a commitment for any purpose. The Government does not intend to rank submittals or provide any reply to interested firms. OPERATIONAL CONSTRAINTS The Contractor will conform to all local, state, and federal laws while carrying out the construction process for this project. This includes paying all fees and obtaining all permits required for the work. SURVEY OF THE CONSTRUCTION CONTRACTOR INDUSTRY The following is a confidential survey questionnaire designed to apprise the US Army Corps of Engineers, NY District, of any prospective construction contractors' project execution capabilities. Please provide your response to the following questions. At the end of this survey you will be asked to provide your comments. 5. Please send all responses to: US Army Corps of Engineers New York District 26 Federal Plaza, Room 1843 ATTN: TBD, Contract Specialist New York, NY, 10278-0090 Responses are due no later than 2:00 PM Eastern Standard Time (EST XX July 2018). Firms responding to this sources sought announcement, who fail to provide ALL of the required information requested, will not be used to assist the Government in the acquisition decision, which is the intent of this sources sought announcement. Contracting Office Address: USACE District, New York, CENAN-CT, 26 Federal Plaza, New York, NY 10278-0090 Please submit completed Survey Questionnaires of no longer than 15 pages by mail or email to: Attn: Mohenda Surage, CENAN-CT, Rm. 1843, US Army Corps of Engineers, NY District, 26 Federal Plaza, New York, NY, 10278 Email: Mohenda.r.Surage@usace.army.mil Survey Questionnaires will not be accepted after 4:00 pm on the response date shown in the advertisement on FBO.gov. If the original response date falls on a Saturday, Sunday, or a Federal Holiday, the response date will moved to the next business day. Firms responding to this sources sought announcement, who fail to provide ALL of the required information requested, will not be used to assist the Government in the acquisition decision, which is the intent of this sources sought announcement.
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/spg/USA/COE/DACA51/W912DS-18-S-0025/listing.html)
- Record
- SN04961823-W 20180622/180620231031-f6c2cea79b2608c00e4bb27dc01028d4 (fbodaily.com)
- Source
-
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