Loren Data's SAM Daily™

FBO DAILY ISSUE OF FEBRUARY 22, 2002 FBO #0082
MODIFICATION

Y -- Contract 2AA, Bechara Industrial Area, Rio Puerto Nuevo Project, Puerto Rico

Notice Date

2/20/2002
 

Notice Type

Modification
 

Contracting Office

U.S. Army Engineer District, Jacksonville - Civil Works, P.O. Box 4970, Jacksonville, FL 32232-0019
 

ZIP Code

32232-0019
 

Solicitation Number

DACW17-02-R-0010
 

Response Due

4/26/2002
 

Archive Date

5/26/2002
 

Point of Contact

Wanda Cruz, (904) 232-2813
 

E-Mail Address

Email your questions to U.S. Army Engineer District, Jacksonville - Civil Works
(wanda.i.cruz@usace.army.mil)
 

Small Business Set-Aside

N/A
 

Description

NA Project consists of construction of flood control features in the Bechara Industrial Area (BIA) of San Juan, Puerto Rico. The work is part of the Rio Puerto Nuevo Project. The solicitation includes a base and two options. The BASE WORK includes construc tion of a levee, rectangular channel, trapezoidal earth channel, and box culvert. The Margarita levee consists of approximately 3,600 linear feet of trapezoidal earth filled levee, with the levee crest at Elevation +13.0 feet NGVD. The Margarita levee is in a low, vegetated, marshy area north of the De Diego Expressway (PR 2) and Quebrada Margarita, and runs along the southern edge of the BIA. Construction of a portion of the levee is along an existing overgrown construction berm built between high-volta ge electrical transmission lines. At the upstream end of the project, the existing Bechara Channel, along the northeast edge of the BIA, will be improved with a rectangular channel 55 feet wide with an invert of ?3.62 feet NGVD, for a length of approximat ely 950 feet. The walls will be constructed of concrete lined steel sheet pile. Others will replace the existing Kennedy Avenue Bridge and the culverts under the Marginal Road with new single-span bridges having a rectangular channel beneath that matches the dimensions of the new upstream rectangular channel. Downstream of the bridges, an open trapezoidal earth channel will be excavated. The trapezoidal channel will have a bottom width of 25 feet with the invert at Elevation ?10.0 feet NGVD. The earth channel will be approximately 400 feet long, ending on the south boundary of the Puerto Rico Port Authority?s Puerto Nuevo Terminal. From the earth channel, storm water will be conveyed to San Juan Harbor through a 2,150-foot long reinforced concrete doub le-box culvert. The concrete box culvert will be constructed within a dewatered cofferdam consisting of steel sheet piling. Between the trapezoidal earth channel and the box culvert, the channel transitions into a 200-foot long, 180-foot wide rectangular channel to allow flow under an existing 90-inch diameter sanitary effluent outfall main. Modifications to strengthen the sanitary effluent outfall main are included in the work. The contractor may use excess suitable material from the culvert excavation for levee construction. All unsuitable material and excess suitable material will be disposed of offsite at an approved location obtained by the Contractor. Work also includes traffic control, pavement repairs, secondary drainage, and utility relocation s. OPTION 1 WORK includes construction of approximately 1,080 linear feet of the Margarita levee at its western end. OPTION 2 WORK includes construction of 200 feet of the concrete box culvert at San Juan Harbor, associated demolition of the existing wha rf, and reconstruction of the pier. Option work also includes approximately 400 linear feet of the Margarita Levee at it eastern end. The estimated construction time for the BASE work is 900 calendar days; Option 1 Work, 180 calendar days and Option 2 Wo rk, 180 calendar days. PROPOSAL REQUIREMENTS: Award will be made to the offeror whose proposal represents the best value to the Government. A trade-off process that combines non-priced and priced factors will determine best value. All evaluation factors other than price, when combined, are approximately equal to price. The following factors will be used to determine best value: Price, Past Performance, and Technical Merit. Magnitude of construction is between $25,000,000 and $100,000,000. Solicitation will be issued on or about 12 March 2002 and close on or about 26 April 2002. Solicitation will be issued in electronic format only. Offerors will be provided a CD-ROM at no cost. Interested offerors must register electronically. The registration form is located at http://ebs1/ebs/AdvertisedSolicitations.asp. THIS IS AN UNRESTRICTED ACQUISITION. You must be registered in the Central Contractor Registration in order to be eligible to receive an award from this solicitation. Call 1-888-227-2423 for more information. NAICS Code 234990, size standard $27.5 million.
 

Web Link

Army Single Face to Industry
(http://acquisition.army.mil)
 

Place of Performance

Address: U.S. Army Engineer District, Jacksonville - Civil Works P.O. Box 4970, Jacksonville FL

Zip Code: 32232-0019

Country: US
 

Record

SN00028660-W 20020222/020220213326 (fbodaily.com)
 

Source

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

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