SOURCES SOUGHT
Y -- Repair Runway 11/29 and 1/19
- Notice Date
- 4/29/2022 1:39:29 PM
- Notice Type
- Sources Sought
- NAICS
- 237310
— Highway, Street, and Bridge Construction
- Contracting Office
- W071 ENDIST OMAHA OMAHA NE 68102-4901 USA
- ZIP Code
- 68102-4901
- Solicitation Number
- W9128F22R0066
- Response Due
- 5/13/2022 11:00:00 AM
- Point of Contact
- Phillip Wickham, Monica A. McKensey
- E-Mail Address
-
Phillip.L.Wickham@usace.army.mil, monica.a.mckensey@usace.army.mil
(Phillip.L.Wickham@usace.army.mil, monica.a.mckensey@usace.army.mil)
- Description
- This is a Sources Sought Notice and is for market research purposes only. THIS IS NOT A REQUEST FOR PROPOSAL, QUOTATION OR BID. NO SOLICITATION IS CURRENTLY AVAILABLE. The U.S. Army Corps of Engineers, Omaha District is conducting market research to identify sources that have the knowledge, skills and capability to perform the work concerning the potential project described below. Responses are requested only from: POTENTIAL PRIME CONSTRUCTION CONTRACTORS WITH COMPANY BONDING CAPABILITY (SINGLE JOB) OF AT LEAST $5.0M. The responses to this sources sought announcement will be used by the Government to make appropriate acquisition decisions for this project. Responses are to be sent via email to Phillip.L.Wickham@usace.army.mil no later than 12:00 p.m. MDT, 13 May 2022. Please include the Sources Sought Notice Identification Number in the Subject line of the email submission. Project Description:� This is a Design Build project. Provide a complete engineering design for the repair of Runway 11/29 and Runway 1/19 at Fort McCoy WI. The design documents shall include a complete set of plans and specifications for competitive bidding, topographic survey, detailed construction cost estimate, and design analysis. This repair will require USACE Transportation Systems Center (TSC) review for all submitted efforts of design. The designs will include pavement milling, pavement replacement, longitudinal and transverse crack sealing, and the application of new airfield markings. The design analysis includes providing documentation of the load carrying capacity of the repaired pavements to be adequate for C-17 aircraft on both runways, and restoring the pavement condition index (PCI) to be within the range of 85 to 100. Background: The July 2019 Airfield Pavement Condition Survey indicated an overall fair to poor condition of Runway 11/29, with pavement condition indices PCI less than 70. Current Army regulations require a minimum PCI on Army airfields to be 70. Runway 11/29 has medium severity longitudinal and transverse cracking and a raveled surface treatment (slurry seal). The surface treatment raveling is noticed by observing the original pavement surface underneath the de-laminations. The July 2019 Pavement Condition Survey recommendation was to perform localized repairs such as sealing low severity cracks. However, the recommendation further states that localized repairs may not be enough to increase the PCI above 70. Therefore, milling and replacing with new asphalt will be the option to pursue. Runway 1/19 was re-surfaced in 2015. A fuel leak in 2019 saturated the surface, and caused some surface damage on a portion of the runway, which was noticed after the publishing of the July 2019 Pavement Condition Survey. The surface has been affected resulting in scaling and separation of aggregate, presenting a foreign object debris (FOD) concern. The PCI of Runway 1/19 ranges from 67 to 100, which in this case, performing localized repairs on the remainder of Runway 1/19 is recommended, specifically addressing the existing longitudinal and transverse cracks through sealing would be the preferred procedure. General Requirements: Provide all necessary services to prepare and submit complete, detailed, and biddable construction plans and specifications to: �Repair runway surface of Runway 11/29 capable of supporting C-17 aircraft. Conduct surveys to establish existing topographic surface, geotechnical investigation, and design a repair project to resurface the runway and shoulders. The repaired surface must match the existing runway profile and cross section. Include removal/replacement of existing runway lighting/signage and light cans within the shoulders, and new runway markings �Repair damaged portion of Runway 1/19 with milling a full depth of asphalt and replacing with new full depth asphalt surface layer. The repaired surface shall match existing profile and cross section. This portion of runway 1/19 is occasionally used as a loading/unloading location for C-17 aircraft, so it shall be capable of supporting it. Route and seal all transverse and longitudinal cracks along the existing runway and shoulders. Re-paint all airfield pavement marking on Runway 1/19. �Take a sample of the pavement and base and test for contamination of jet fuel. If contamination is present, include the removal and proper disposal of contaminated materials in the runway repair. Specific Requirements: Topographic survey: Conduct a topographic survey to identify and develop profiles and cross sections of runways and shoulders, and the extent of areas needing repairs. Geotechnical Investigation: Perform geotechnical investigation and soil sampling/classification to verify the soil profile under the runway surfaces. In addition to soil classification, the intent is also to identify the thickness of soil layers under the asphalt which will serve to provide additional information to USACE inspection teams when performing future condition surveys. The design documents must include specifications, plan and profile, cross sections, and detail sheets showing extent of milling and resurfacing, longitudinal and transverse crack repair details, and pavement marking details. Utilize the USACE Pavement-Transformation Computer Assisted Structural Engineering (PCASE) to evaluate adequacy of overlay thickness with C-17 aircraft. Edit specifications and add contents if needed to meet the general and specific requirements, and as recommended by the USACE TSC during the review phases. Incorporate operational safety language in the specifications in accordance with FAA 150-5370 Operational Safety on Airports During Construction. Design guidance shall include but not be limited to UFC 3-250-08FA Standard Practice for Sealing Joints and Cracks in Rigid and Flexible Pavements, UFC 3-260-02 Pavement Design for Airfields, UFC 3-260-04 Airfield and Heliport Marking, and UFC 3-270-01 O&M Manual: Asphalt and Concrete Pavement Maintenance and Repair. The USACE Transportation Systems Center (TSC) will be required to review the submitted design efforts for comment. The government will pay the TSC separately for their review efforts. The government will coordinate review meetings with TSC staff upon receipt of design submittals. Submission Details: All interested, capable, qualified (under NAICS code 237310 Highway, Street, and Bridge Construction) and responsive contractors are encouraged to reply to this market survey request. Interested PRIME CONTRACTORS ONLY should submit a narrative demonstrating their experience in construction projects of similar nature as described above. Narratives shall be no longer than 10 pages. Email responses are required. Please include the following information in your response/narrative: Company name, address, and point of contact, with (h)er/is phone number and email address Business size to include any official teaming arrangements as a partnership or joint venture Details of similar projects and state whether you were the Prime or Subcontractor Start and end dates of construction work Project references (including owner with phone number and email address) Project cost, term, scope, magnitude, and complexity Information on your bonding capability - SPECIFICALLY IDENTIFY PERFORMANCE AND PAYMENT BONDS CAPACITIES Comments will be shared with the Government and the project management team, but otherwise will be held in strict confidence. PLEASE NOTE: AT THIS TIME, WE ARE ONLY INTERESTED IN RESPONSES FROM COMPANIES WHO HAVE THE ABILITY TO BE PRIME CONTRACTORS WITH BONDING CAPABILITY (SINGLE JOB) OF AT LEAST $5.0 MILLION. Telephone inquiries will NOT be accepted.
- Web Link
-
SAM.gov Permalink
(https://sam.gov/opp/072aaec185094ec2b30f259be7aab46b/view)
- Place of Performance
- Address: Fort McCoy, WI 54656, USA
- Zip Code: 54656
- Country: USA
- Zip Code: 54656
- Record
- SN06313121-F 20220501/220429230101 (samdaily.us)
- Source
-
SAM.gov Link to This Notice
(may not be valid after Archive Date)
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