SOURCES SOUGHT
Y -- Consolidation for Design-Bid-Build of ADAL Fuel Hydrant System, Repair T-Ramp West Apron Pavement, Construct / Overlay Taxiway and Apron and Repair / Add Apron Lighting
- Notice Date
- 11/17/2016
- Notice Type
- Sources Sought
- NAICS
- 236220
— Commercial and Institutional Building Construction
- Contracting Office
- Department of the Army, U.S. Army Corps of Engineers, USACE District, Louisville, Attn: CELRL-CT, PO Box 59, Louisville, Kentucky, 40201-0059, United States
- ZIP Code
- 40201-0059
- Solicitation Number
- W912QR-17-PittsburghConsolidation
- Archive Date
- 12/15/2016
- Point of Contact
- Casey R. Ross,
- E-Mail Address
-
casey.r.ross@usace.army.mil
(casey.r.ross@usace.army.mil)
- Small Business Set-Aside
- N/A
- Description
- A market survey is being conducted to determine if there are a reasonable number of interested small business concerns to set this future project aside for them. If your firm is a Small Business, certified HUBZone, 8A, Woman-Owned Small Business or Service Disabled Veteran Owned Business and you are interested in this project please respond appropriately. The proposed project is for the following projects: C-17 ADAL Fuel Hydrant System Add/Alter Fuel Hydrant System for C-17 Mission. Construct a pressurized hydrant fuel system with 4 hydrants outlets, converting two 2,500 barrel above ground bulk fuel tanks to operational tanks, and constructing one 5,000 barrel bulk fuel storage tanks. Construct an 1800 GPM pump house to accommodate hydrant pumps, fuel filters and separators. Construct hydrant hose truck checkout and product recovery system and a transfer pipeline with pig launcher and receiver. Work also includes all necessary pumps, valves, filters, control systems, cathodic protection, fire protection, emergency generator and enclosure, utility and sewer connections, access pavements, fencing, and security lighting. Site preparation and improvements are included. C-17 Repair / Add T-Ramp / West Apron Pavement T-Ramp (Sustainment). Repair asphalt cement (AC) pavement by crack sealing and localized deep AC patching. Mill and overlay 21,200 square yards of AC pavement area. Repair portland cement concrete (PCC) pavement by crack sealing, joint sealing, full and partial depth PCC patching and localized slab replacement. Replace approximately 1,000 concrete slabs that are 12 ft by 15 ft. Install surface inlets and provide underground drainage for areas of water ponding. West Apron (Restoration and Modernization). Repair by adding approximately 190 new 12.5' x 15' concrete apron slabs to the south and west sides of the West Apron. Demolish partial existing concrete slabs adjacent to new proposed slabs to form rectangular slabs pattern. Slab work includes excavation/removal of existing soil and installation of new base material. Install new aircraft tiedowns. Demolish six existing apron lighting stands in proposed new slab locations. Restripe taxilines, seal joints. Additionally, local materials and construction techniques will be used where cost effective. The project will comply with DoD antiterrorism/force protection requirements per Unified Facilities Criteria. C-17 Construct / Overlay Taxiway & Apron Construct 17,600 SM (21,100 SY) of concrete pavement and 6,400 SM (7,700 SY) flexible pavement. The pavement profile is suggested to consist of the following layers: 16 inches of Portland Cement Concrete (PCC), 6 inches of gravel consisting of 1-inch or less diameter rock, and 18 inches of lime stabilized soil as defined in design, or 16 inches of asphaltic concrete (AC), 6 inches of gravel consisting of 1-inch or less diameter rock, and 18 inches of lime stabilized soil as defined in design. Provide storm drainage, stripe taxi lanes, seal joints. The project will comply with DoD antiterrorism force protection requirements per Unified Facilities Criteria. C-17 Repair / Add Apron Lighting Replace security lighting around apron to increase lighting levels and provide additional security lighting to the new apron to comply with UFC 3-530-01. Demo existing lights on five foot poles around East and West Apron. Install approximately 2700 ft of new conduit with low voltage wiring and extend to new high level poles with floodlight arrays to light the existing apron and the extended apron area on the T-ramp as required, to meet security lighting requirements. Install new controls. Contract duration is estimated at 660 days. The estimated cost range is between $25,000,000 and $100,000,000. NAICS code is 236220. All interested Small Businesses, certified HUBZONE, 8A, Woman-Owned Small Businesses or Service Disabled Veteran Owned Business contractors should respond to this survey by email by 30 November 2016 by 1:00 PM Eastern Standard Time. Responses should include: 1. Identification and verification of the company's small business status. 2. Contractor's DUNs Number(s) and CAGE Code(s). 3. Documentation from the firm's bonding company showing current single and aggregate performance and payment bond limits. 4. Descriptions of Experience - Interested construction firms must provide no more than three (3) example projects with either greater than 95 percent completion or projects completed in the past five (5) years where the interested firm served as the prime contractor. Each project must include the name, title, project role, e-mail address, and telephone number of at least one reference. References may be used to verify project size, scope, dollar value, percentages and quality of performance. Example projects must be of similar size and scope. a. Projects similar in scope to this project include: New construction of aircraft hydrant fueling systems, to include pump houses, mechanical and electrical controls. New construction of aircraft taxiways and aprons to include storm drainage, sealing, security lighting and striping of pavement. b. Projects similar in size to this project include: 20,000 square yards of paving / 2-4 fueling outlets with 5,000 barrel bulk fuel tank c. Based on the information above, for each project submitted, include: 1. Current percentage of construction complete and the date when it was or will be completed. 2. Scope of the project. 3. Size of the project. 4. The dollar value of the construction contract and whether it was design-bid build or design-build. 5. The percentage of work that was self-performed as project and/or construction management services or physical construction type work. 6. Identify the number of subcontractors by construction trade utilized for each project. 5. Small Businesses are reminded under FAR 52.219-14, Limitations on Subcontracting; they must perform at least 15% of the cost of the contract, not including the cost of materials, with the firm's own employees for general construction-type procurement. Include the percentage of work that will be self performed on this project, and how it will be accomplished. NOTE: Total submittal package shall be no longer than 8 pages. Please only include a narrative of the requested information; additional information will not be reviewed. Email responses to Casey Ross at Casey.R.Ross@usace.army.mil. If you have questions please contact Casey Ross at Casey.R.Ross@usace.army.mil. This is NOT a Request for Proposal and does not constitute any commitment by the Government. Responses to this sources sought notice will be used by the Government to make appropriate acquisition decisions. All interested sources must respond to future solicitation announcements separately from responses to this market survey.
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/spg/USA/COE/DACA27/W912QR-17-PittsburghConsolidation /listing.html)
- Place of Performance
- Address: Pittsburgh, Pennsylvania, United States
- Record
- SN04330933-W 20161119/161117234409-21503293a5272c731d2f08c2f9d8e760 (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
(may not be valid after Archive Date)
| FSG Index | This Issue's Index | Today's FBO Daily Index Page |