Loren Data's SAM Daily™

FBO DAILY ISSUE OF APRIL 07, 2006 FBO #1593
SOLICITATION NOTICE

Z -- Upper Stillwater Dam - Phase II Upstream Membrane

Notice Date

4/5/2006
 

Notice Type

Solicitation Notice
 

Contracting Office

BUREAU OF RECLAMATION-SLC 125 South State Street Room 6107 Salt Lake City UT 84138
 

ZIP Code

80225
 

Solicitation Number

06-SP-40-8138
 

Response Due

6/15/2006
 

Archive Date

4/5/2007
 

Point of Contact

Pat Postell Contract Specialist 8015243651 ppostell@uc.usbr.gov;
 

E-Mail Address

Point of Contact above, or if none listed, contact the IDEAS EC HELP DESK for assistance
(EC_helpdesk@NBC.GOV)
 

Small Business Set-Aside

N/A
 

Description

The Bureau of Reclamation, Upper Colorado Region, intends to issue a solicitation for work associated with sealing of cracks on the upstream side of the Upper Stillwater Dam, located at located at a remote site which is approximately 40 miles northwest of Duchesne, Utah in Duchesne County. The principle components of the work include preparing upstream surface of a roller compacted concrete dam and installing a membrane system. The system requirements include the following: A. OBJECTIVES: 1. Prepare the concrete surfaces under the membrane systems including repair of crack exposures, spalled or loose concrete, grout holes, and abrupt offsets at facing element lift lines. 2. Clean and roughen the concrete surfaces under the membrane systems to provide for specified minimum adhesion of the membrane systems to the dam face. 3. Design, manufacture, and install water impermeable membrane systems on the vertical, upstream face of the dam across the specified cracks; B. COMPONENTS OF MEMBRANE SYSTEM: Determined by the Contractor; C. DIMENSIONS OF MEMBRANE SYSTEM: 1. Vertical: Upper and lower limits as shown on drawings. 2. Horizontal: a. Extend 200 percent of distance required for 100 percent adhesion development on each side of crack. b. Minimum: Extend 15 feet in each direction from specified crack station; D. MINIMUM SERVICE LIFE: 20 years; E. DIFFERENTIAL HYDROSTATIC LOADING ACROSS MEMBRANE: 250 feet. 1. Membrane is not drawn into cracks, voids, or grout holes. 2. Membrane does not rupture; F. FLEXIBILITY: 1. Capable of handling the following differential movements across crack at all temperatures expected during service without failure: a. Cracks at Stations 25+16, 41+04, and 42-88: 1) Vertical Offsets: 0.3 inches, 2) Horizontal: a) Offset normal to dam axis: 0.3 inches, b) Contraction parallel to dam axis: 0.4 inches, c) Expansion parallel to dam axis: 0.4 inches, b. All other cracks: 1) Vertical Offsets: 0.1 inches, 2) Horizontal: a) Offset normal to dam axis: 0.1 inches. 2) Contraction parallel to dam axis: 0.2 inches, c) Expansion parallel to dam axis: 0.2 inches; G. WITHSTAND ENVIRONMENTAL EXPOSURES DURING CONSTRUCTION: 1. Ambient temperature extremes. 2. Freezing and thawing; H. WITHSTAND STRESSES APPLIED TO MEMBRANE DURING CONSTRUCTION; I. WITHSTAND ENVIRONMENTAL EXPOSURES DURING SERVICE: 1. Ambient temperature extremes. 2. Ultraviolet radiation. 3. Freezing and thawing. 4. Ice and debris loading. 5. Wind uplift; J. UPLIFT FROM WATER AND AIRr: 1. Membrane system: Capable of preventing uplift of the system during drawdown conditions of the reservoir. 2. Membrane system: Unaffected by vapor encapsulated beneath the membrane, which can cause bubbling and uplift due to increased temperatures or a sudden drop in barametric pressure after the drawdown of the reservoir;. K. GRAVITY LOAD: 1. The membrane system material shall provide adequate factor of safety to self weight of the system to avoid over stressing of material over the height of the 150 foot coverage; L. SUBGRADE DIFFERENTIAL DEFORMATION: 1. The membrane system shall have elongation and elasticity of the material to overcome tensile stresses caused by subgrade differential deformation at the offsets of the upstream concrete face; M. RESERVOIR WAVES: 1. The membrane system shall have physical properties to withstand wave action against the membrane. a. Material shall have physical properties and adhesion to be unaffected by suction uplift due to wave action. b.. Wave action shall not extract or change the physical makeup of the plasticizers in the membrane systems; N. CHEMICAL AND BIOLOGICAL ATTACK: 1. The membrane system all not be affected by chemicals and micro-organisms that may exist in the reservoir water. 2. The membrane system shall be resistant to the chemical components in Portland cement. RESTRICTIONS: A. Mechanically-attached, pre-fabricated membrane systems are not acceptable. It is desired that all work be performed and completed within 270 calendar days from the date of issuance of the Notice to Proceed, the required time frame that all work must be performed and completed is 365 calendar days from the date of issuance of the Notice to Proceed. It is recommended that in response to the Request for Proposal that a date for completion is provided along with the applicable schedule. The applicable North American Industry classification System (NAICS) code is 237990 and the related small business size standard in millions of dollars is $28.5. The estimated Dollar magnitude of this project is anticipated to be between $1,000,000 and $5,000,000. This procurement will require 100% performance and payment bonds. It is anticipated that the Request for Proposal (RFP) and the specifications will be ready for release on or about April 21, 2006. The response date is estimated to be June 15, 2006. To obtain a copy of the Request for Proposal (FRP), please visit our website at http://ideasec.nbc.gov. Details concerning the site visit and how to register will be located in Section L of the solicitation. The solicitation and specifications must be downloaded at http://ideasec.nbc.gov. Only the drawings will be distributed by mail, after Bidder's Mailing List registration. To register: sign in to IDEAS-EC by entering your company's DUNs number and MPIN in the left panel, select the solicitation number, then select "Vendor Interest" in the box above the title Solicitation - Administrative Information. Central Contractor Registration (CCR) and Annual Representations and Certifications, as required by FAR 4.1102, apply to this procurement. Prospective contractors must be registered prior to award. Lack of registration in the CCR database will make an offeror ineligible for award. Information on obtaining a DUNs Number can be obtained by the internet at http://dnb.com. Information on CCR registration can be obtained by the Internet at http://www.ccr.gov. Information on annual Representations and Certifications can be obtained via the Internet at http://orca.bpn.gov. Please direct questions to Pat Postell, ppostell@uc.usbr.gov. NOTE: THIS NOTICE WAS NOT POSTED TO FEDBIZOPPS ON THE DATE INDICATED IN THE NOTICE ITSELF (05-APR-2006); HOWEVER, IT DID APPEAR IN THE FEDBIZOPPS FTP FEED ON THIS DATE. PLEASE CONTACT fbo.support@gsa.gov REGARDING THIS ISSUE.
 

Web Link

Please click here to view more details.
(http://www.fbo.gov/spg/DOI/BR/BR/06-SP-40-8138/listing.html)
 

Place of Performance

Address: Upper Stillwater Dam, a remote site, which is approximately 40 miles northwest of Duchesne, Utah in Duchesne County

Zip Code: 84138

Country: USA
 

Record

SN01021277-F 20060407/060405221306 (fbodaily.com)
 

Source

FedBizOpps Link to This Notice
(may not be valid after Archive Date)

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