Y -- RIO GRANDE DE MANATI, SECTION 205 FLOOD CONTROL PROJECT, BARCELONETA, PR

Notice Date

May 7, 2001

Contracting Office

U.S. Army Corps of Engineers, Jacksonville District, P.O. Box 4970, Jacksonville, Florida 32232-0019

ZIP Code

32232-0019

Solicitation Number

n/a

Response Due

May 21, 2001

Point of Contact

Kathie B. Duke, 904-232-3713

E-Mail Address

Click here to contact the Contract Specialist (Kathleen.B.Duke@saj.usace.army.mil)

Description

Y-This notice is being issued to determine the interest level of the small business community in the subject project. The information received in response to this synopsize will be used to assist the Jacksonville District in determining whether the procurement will be conducted as a Small Business Set-Aside or on an unrestricted basis. All small businesses are encouraged to participate. No exclusions apply. NAICS Code is 234990. Size Standard is $27.5 Million. Firms with the capability of performing the work or have an interest in obtaining more information regarding this project, should call Kathie Duke at 904-232-3713. Responses should be received no later than 21 May 2001. This is not a request for Proposal. No solicitation package is available. The estimated construction cost is over $10 Million. Project work includes construction of 5,200 meters of levees around the town of Barceloneta and 1,545 meters of pilot channels in the Rio Grande de Manati. The east levee extends for about 3,000 meters and would require approximately 508,000 cubic meters of fill material. Due to the east levee construction, a boat ramp, which is approximately 140 meters long, will be constructed near P.R. Highway 684. The west levee extends for 2,100 meters and would require approximately 200,300 cubic meters of fill material. The total length of the levee would have an average height above ground of 5.4 meters, I on 3 side slopes on the east and north levees, I on 3.5 side slopes on the west levee, a levee crest of 4.0 meters, and an average levee base of 38 meters. Two portions of the existing Rio Grande de Manati channel cutoff by the east levee would be replaced by pilot (bypass) channels. The south pilot channel would have a trapezoidal cross section with 1 on 4 side slopes and a 15 meters bottom width at elevation -1.1 meters NGVD. The south pilot channel and the levee near the pilot channel would be revetted with riprap and bedding stone. The north pilot channel is located about 750 meters east of the existing channel. The north pilot channel would have a trapezoidal cross section with 1 on 4 side slopes and a 15 meters bottom width at elevation 2.2 meters NGVD. The north pilot channel would be revetted with riprap and bedding stone. The project plan requires the construction of minimum interior drainage facilities to collect and dispose of urban runoff caused by a local rainfall event. The drainage facilities will consist of 5,230 meters of drainage channels along the protected side of the levee, drainage channels culverts under two highway ramps, and two drainage structures on the levees. The drainage channels would be constructed with a triangular cross section with an average depth of flow of 1.5 meters and an average top width of 9.0 meters. Corrugated metal pipe culverts for interior drainage would be provided under P.R. Highway 681 ramp and the agricultural road access ramp. The drainage structures on the levees, Culverts I and 2, consist of corrugated metal pipe culverts with flap gates and concrete headwalls. Due to levee construction, 3 highway ramps will be required at P.R. Highways 681, 682, and 684. The P.R. 681 ramp will have a length of 447 meters and require approximately 23,600 cubic meters of fill to construct. The P.R. 682 ramp will be 428 meters long and require 16,300 cubic meters of fill. P.R. 684 ramp will be 314 meters long and require 25,000 cubic meters of material for construction. All road relocations will be paved with hot bituminous mix surface course and have crushed gravel or crushed stone as the base material. These road relocations require traffic control along with maintenance/detour plans. The project also requires utility coordination due to power and telephone line relocations along the proposed highway and levee locations. Two manholes will be relocated/raised and will require new tops. The job requires knowledge of construction methods and practices that minimize or negate environmental impacts including turbidity, noise, and dust. Turbidity monitoring will be required and cessation of all earthwork activities will be required should turbidity levels exceed 29 NTU over background levels. The borrow area is within the endangered Puerto Rican Boa's habitat and the contractor will be required to engage the services of personnel knowledgeable in it's biology monitor for it's presence. Cessation of work within the borrow area and capture and relocation is required if a boa is found. It is anticipated a commercial borrow source will be required to supplement a shortfall of material from the project borrow area. The project will require the contractor have sufficient personnel and equipment resources to engage in multiple construction activities at different locations in and around municipality of Barceloneta and coordinate his activities with local, municipal, and commonwealth agencies.

Web Link

Contracts/Business Opps (http://www.saj.usace.army.mil)

Record

Loren Data Corp. 20010509/YSOL016.HTM (W-127 SN50L483)