This Government Contract opportunity from Department Of Defense was posted on April 28, 2014. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Y--Demolition of Pier 360 Solomons,Demolition of Fuel Pier 51 NAS Patuxent River

Awarded

N4008013R3019Federal

Submission Closed03/12/2014, 12:00:00 PM UTC

Contract Overview

Solicitation details, issuing organization, response deadlines, documents, and interested companies for this government contract opportunity.

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NAICS: 237990

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POSTED

about 13 hours ago

DEADLINE

in 6 days

AI Contract Overview

This contract, issued by Navfacsyscom Washington, requires the contractor to perform the complete demolition and debris removal of Pier 360. The scope of work includes the mobilization of a crane barge, debris barge, tug or pusher boat, and necessary personnel. To protect the environment, the contractor must deploy a turbidity curtain that extends to the river bottom to enclose the demolition area. Key tasks involve removing security fencing, mooring hardware, utility conduits, the pier deck, and all piles. While most piles must be fully extracted, those damaged by fire or age may be cut at the mud line. The concrete bulkhead and five square concrete encasements are to be abandoned in place. The project incorporates strict verification and site security measures. The contractor must conduct both pre-demolition and post-demolition side scan sonar surveys, followed by a dive inspection to verify the removal of debris. Upon completion, a permanent barrier must be constructed across the pier access road to restrict vehicle access to the shoreline. Additionally, the contractor is required to provide a pre-priced option for five extra days of debris removal should the final surveys indicate that further cleanup is necessary.

General Info

Agency

Department Of Defense → Navfacsyscom Washington

Contract Value

$2,555,479

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

DC, USA

Set-Aside

NONE

Awardee

ASTURIAN GROUP, INC.

Award Issued Date

03/10/2014, 12:00:00 AM UTC

Documents

No documents available

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AI Contract Breakdown

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Timeline

PhaseAwarded

PostedApr 28

Award Notice

AwardedMar 10

Contract was awarded

Submission Closed

03/12/2014, 12:00:00 PM UTC

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Organization & Contact Information

AgencyDepartment Of Defense → Navfacsyscom Washington

ContactsNo contacts available

OfficeWASHINGTON NAVY YARD, DC, 20374-5018, USA

Organization / AgencyDepartment Of Defense → Navfacsyscom Washington

Office AddressWASHINGTON NAVY YARD, DC, 20374-5018, USA

ContactsNo contact information available

Full Description

The Contractor shall mobilize a crane barge, debris barge, tug/pusher boat, and personnel and other necessary equipment, of sufficient capacities and quantities to perform the demolition of Pier 360 and subsequent removal and disposal of the associated debris. On site mobilization shall include deployment of a turbidity curtain. This curtain shall be installed in such a fashion as to enclose areas to be demolished and extend vertically in the water column to make full contact with the river bottom. 4.1.2. Pier Demolition The demolition of Pier 360 shall include the following: 1. Conduct a pre-demolition side scan sonar survey of the pier footprint. a. The Contractor shall perform this survey as a means of determining the general location and quantity of debris that may reside beneath Pier 360. Hardcopies of pertinent side scan images shall be provided to the Government in 8 ½ by 11 inch format within 3 working days of completing the side scan sonar survey. 2. Remove and dispose of existing security fence. 3. Place a temporary security fence across opening to Pier 360 to prevent unauthorized access to the work site. 4. Removal of the pier mooring hardware that includes fourteen double-bitt bollards and twelve cleats. 5. Removal of all loose metals and debris currently residing on the pier. 6. Cut, remove, and disposal of all utility conduits, cabling, piping, light poles, and utility boxes on the pier. The utility lines shall be severed at the pier/shoreline interface (Section J, Attachment E, Photos 8 and 10). The Contractor is directed to remove these utilities with minimal disturbance to the shoreline. 7. Removal of the pier deck, curbs, wales, deck stringers, cross bracings, and pile caps. 8. Removal of all piles that include vertical, batter, and fender piles. Piles shall be fully extracted from the bottom. Due to the severe condition of a number of bearing and fender piles, resulting from fire damage and age deterioration, it is anticipated that the contractor will not be able to successfully remove these piles by vibratory hammer or straight pull methods. In such cases the contractor will cut the piles at the existing mud line. 9. Concrete bulkhead and encasements. a. The pier is anchored to the shoreline by a concrete bulkhead and a series of five 18-inch square concrete encasements. The bulkhead and encasements shall be abandon in place. 10. Remove all pier related debris along the adjacent shoreline. 11. Conduct a post-demolition side scan sonar survey of the pier footprint. a. The Contractor shall perform this survey as a means of determining the general location and quantity of any large pieces of debris that may remain in the Pier 360 footprint. Hardcopies of pertinent side scan images shall be provided to the Government in 8 ½ by 11 inch format within 3 working days of completing the side scan sonar survey. Upon review of the survey results by the Government, discussions will be held with the Contractor to determine if further debris removal efforts are required. 12. Conduct a post-demolition dive inspection survey of the pier footprint. a. The Contractor shall perform a dive survey of the demolition site to ground-truth data obtained from the side scan sonar survey. 13. Construct a permanent barrier across the pier access road. a. The Contractor shall submit a proposal to the Contracting Officer recommending an appropriate barrier to permanently restrict vehicle access to the shoreline at the location of the pier/shoreline interface (Section J, Attachment E, Photo 11). b. This barrier will be erected upon completion of the demolition work. 14. The Contractor will provide to the Government, as part of their contract cost proposal, a pre-priced option for 5 additional days of debris removal time. This option addresses the potential for further debris removal efforts following the final side scan sonar survey. 4.1.3. Containment of Demolition Debris As mentioned in 4.1.1., above, the Contractor shall utilize a silt curtain throughout the course of this demolition project. The silt curtain will be allowed to enclose only a portion of the work site, but must be of sufficient depth to remain in contact with the river bottom at all times.