SOLICITATION NOTICE
23 -- Installation of HDPE Pipe Liner
- Notice Date
- 9/21/2011
- Notice Type
- Combined Synopsis/Solicitation
- NAICS
- 237110
— Water and Sewer Line and Related Structures Construction
- Contracting Office
- USACE District, Vicksburg, ATTN: CEMVK-CT, 4155 Clay Street, Vicksburg, MS 39183-3435
- ZIP Code
- 39183-3435
- Solicitation Number
- W912EE11T0037
- Response Due
- 9/26/2011
- Archive Date
- 11/25/2011
- Point of Contact
- Kisha M. Craig, 601-631-5084
- E-Mail Address
-
USACE District, Vicksburg
(kisha.m.craig@usace.army.mil)
- Small Business Set-Aside
- Total Small Business
- Description
- This is a combined synopsis/solicitation for commercial items prepared in accordance with the format in Subpart 12.6, as supplemented with additional information included in this notice. This announcement constitutes the only solicitation; proposals are being requested and a written solicitation will not be issued. This is a combined synopsis/solicitation for commercial items prepared in accordance with the format in Subpart 12.6, as supplemented with additional information included in this notice. This announcement constitutes the only solicitation; proposals are being requested and a written solicitation will not be issued. Solicitation No. W912EE-11-T-0037 is being issued as a Request For Quote (RFQ) with the intent to award as a simplified acquisition. The solicitation document and incorporated provision and clauses are those in effect through Federal Acquisition Circular 2005-53. The NAICS Code for this procurement is 237110 (SIC 4720) with a size standard of $33.5 million. This requirement is set aside 100% for small businesses. The U.S. Army Corps of Engineers (USACE), Vicksburg District has a requirement to rehabilitate an existing gravity drainage structure by slip lining the existing corrugated pipe with a high density polyethylene (HDPE) pipe. The price shall include all costs for furnishing, installing, grouting and providing all labor, materials and equipment necessary to rehabilitate the existing pipe including completely grouting the annular space between the existing pipe and the HDPE pipe liner. This procurement may be quoted as follows: Line Item 00001 Supplies/Services: Furnish and install HDPE pipe liner, Quantity= 1, Unit: Lump Sum. Lump Sum Price: $________. Specifications. The HDPE pipe liner, grout, and materials supplied under this contract shall be new. The HDPE pipe shall meet the requirements of ASSHTO M326. The pipe and fittings shall be fabricated from polyethylene (PE) resin compounds conforming to cell class PE345464C with a designation of PE 3408 and a minimum dimension ratio (DR) of 32.5 as specified in ASTM D 3350. The criteria for the pipe to be lined is provided below and shown on the attached drawings. Location Station -- 845+95 Culvert Diameter -- One, 42-inch Approx. Culvert Length -- 225 feet Overburden Above Pipe Invert -- 24 feet (max.) The pipe liner shall be solid wall construction, have a smooth interior and exterior surface with no corrugations, have mechanical end connectors, have a minimum section length of 10 feet but not to exceed 50 feet and be self supporting with the above conditions and designed for 'fully deteriorated pipe'. Overall, the hydraulic cross-section shall be maintained as large as possible. The liner shall have a minimum of the full flow capacity of the original pipe before rehabilitation. The pipe joints shall meet the requirements of ASTM D 3212 and shall be water-tight. The existing pipe shall be cleaned of dirt and debris and a mandrell pulled through the pipe prior to HDPE pipe installation. The pipe liner shall be installed in accordance with ASTM F 585. The space between the existing pipe and HDPE liner shall be grouted to seal the annular space. The grout shall be a cellular type grout with a density between 60 and 80 pounds per cubic foot with a minimum compressive strength of 300 psi at 28 days. Venting of the annular space will be necessary to assure uniform filling during the grouting operation. The pressure on the annular space during the grouting process shall be limited to prevent damage to the pipe liner. The gauged grout pressure shall not exceed that of the pipe manufacturer's recommendation or 5 psi, whichever is smaller Regardless of the pressure, the contractor shall be responsible for any damage or distortion to the pipe liner due to grouting. Upon completion of the structural rehabilitation, the pipe shall be inspected in accordance with the above ASTM standards. A camera specifically designed for such purposes shall be used during this inspection. A color video recording shall be made and provided to the COR for acceptance. Quantity to be delivered. The contractor shall deliver and install one HDPE pipe liner under this item. Delivery Location: The liner to be supplied under this contract shall be installed at one structure located in Humphreys County, Mississippi. The pipe under the levee at coordinates N33deg 11'32.37", W90deg 24' 44.40", Station 845+95. Direction to the site are as follows: From Belzoni, Mississippi, take Highway 12 East for 5.0 miles. Take a left turn on to Silent Shade Road and travel 0.4 miles to the site at Station 845+95. Pre-work Meeting and Schedule: The supplier must contact the COR within 24 hrs of contract award and arrange a pre work meeting to occur within 3 days of contract award. The meeting will include the product installation process as well as preparatory work to be conducted by the government prior to and concurrent with the installation. A Notice-To-Proceed will be issued by the COR after the pre-work meeting. The work shall be completed within 30 days of contract award. Preparatory Work: The government will coordinate the preparatory dewatering work. The preparatory work will include the placement of temporary earthen cofferdams to prevent storm water from backing into the structure. The work will also include the removal of ponded water from the pipe outlet areas to allow installation of the liner. Submittals: The contractor shall submit information verifying that the product and installation will meet the requirements of this solicitation. Evaluation Criteria. The offeror shall be evaluated according to technical capability, past performance and price. Technical capability is defined as documented ability to perform the required work or work of similar scope and complexity; of satisfactory quality, and with timely delivery of services. Contractor must provide certification letter/documentation from the manufacturer verifying their capability in properly installing the HDPE product. Contractor must provide documentation of at least two years of successfully installing HDPE pipe and grout process. Contractor must submit his installation plan/procedure and prove it meets the specification. Contractor must prove that the materials to be installed (HDPE and grout, etc) meet the technical specification. Sufficient information/documentation must be provided for the Government to evaluate the offeror's capability. Failure to provide sufficient documentation may cause your offer to be rejected. Past performance must be submitted by providing documentation of at least two years of successfully installing HDPE pipe and grout process. Work must have been performed in a similar scope and complexity. This contact information must be sufficient to allow the Government to verify satisfactory past performance on contracts of a similar nature, size, scope, and complexity; providing timely delivery and satisfactory quality. Failure to provide sufficient satisfactory past performance information may cause your offer to be rejected. Past performance information of key personnel and crew may be provided if the company has limited or no past performance. The government will issue purchase orders to the supplier whose quote is the lowest priced of those determined to meet at least the minimum technical requirements for capability to perform. Capability to Perform is defined as meeting the minimum requirements for satisfactory technical capability and satisfactory past performance. A finding of not qualified in either area will cause the entire proposal to be determined unacceptable. The full text of a FAR provision or clause may be accessed electronically at www.farsite.hill.af.mil. The following provisions apply to this acquisition: 52.212-1 Instructions to Offerors-Commercial Items. 52.212-3 Offerors Representations and Certifications- Commercial Items. All offerors must complete annual representations and certifications on-line at http://orca.bpn.gov or present a completed copy of 52.212-3 appropriate for the NAICS Code for this solicitation - 237110. The following clauses apply to this acquisition: 52.212-4, Contract Terms and Conditions Commercial Items. 52.212-5, Contract Terms and Conditions Required to Implement Statutes or Executive Orders Commercial Items also applies to this acquisition. The following clauses included in 52.212-5 are also applicable to this procurement: 52.203-6 Restriction on Subcontractor Sales to the Government; 52.203-13 Contractor Code of Business Ethics and Conduct; 52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards; 52.209-6 Protecting the Government's Interest When Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment; 52.219-6 Notice of Total Small Business Set-Aside; 52.219-8 Utilization of Small Business Concerns; 52.219-14 Limitations on Subcontracting 52.219-28 Post Award Small Business Program Representation; 52.222-3 Convict Labor; 52.222-19 Child Labor; 52.222-21 Prohibition of Segregated Facilities; 52.222-26 Equal Opportunity; 52.222-36 Affirmative Action for Workers with Disabilities; 52.222-37 Employment Reports on Veterans; 52.222-40 Notification of Employee Rights Under the National Labor Relations Act; 52.223-18 Contractor Policy to Ban Text Messaging while Driving; 52.225-13 Restrictions on Certain Foreign Purchases; 52.232-33 Payment by Electronic Funds Transfer-Central Contractor Registration. The following Clauses are also applicable to this acquisition: 252.204-7004 Alt A, Central Contractor Registration, DFARS 252.212-7000 Offeror Representations and Certifications-Commercial Items, DFARS 252.212-7001, Contract Terms and Conditions Required to Implement Statues or Executive Orders applicable to Defense Acquisitions of Commercial Items, 252.232-7010 Levies on Contract Payments. For additional information please contact your Contracting Agency's representative the Contracting Officer or the Contracting Specialist. See Clause 252.204-7004, If you are not registered in the CCR, an award cannot be made to your company. You may register electronically at http://www.ccr.gov. Registering electronically will expedite the registration process. Quotes are due 26 September 2011 not later than 4:00 p.m. at the USACE VICKSBURG DISTRICT, 4155 CLAY STREET, VICKSBURG, MS 39183-3435, ATTN: Kisha M. Craig. For information concerning this solicitation contact Kisha M. Craig at 601-631-5084 or email at Kisha.M.Craig@usace.army.mil.
- Web Link
-
FBO.gov Permalink
(https://www.fbo.gov/spg/USA/COE/DACA38/W912EE11T0037/listing.html)
- Place of Performance
- Address: USACE District, Vicksburg ATTN: CEMVK-CT, 4155 Clay Street Vicksburg MS
- Zip Code: 39183-3435
- Zip Code: 39183-3435
- Record
- SN02586628-W 20110923/110922000506-a0af66cbf1c6f325e3284b4a682bb62d (fbodaily.com)
- Source
-
FedBizOpps Link to This Notice
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