This Government Contract opportunity from Department Of Homeland Security was posted on February 9, 2017. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Repair Airstation Aircraft Aprons

Awarded

HSCG83-17-C-PCR020Federal

Submission Closed02/09/2017, 12:00:00 AM UTC

Contract Overview

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

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NAICS: 237310

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Solicitation # Owhi-Flats-RFB-2026.pdf

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Solicitation # ITB-10-2027

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Parks and Recreation

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about 8 hours ago

DEADLINE

in 21 days

AI Contract Overview

This contract, issued by the Department of Homeland Security United States Coast Guard Shore Maintenance Command, outlines the technical specifications for repairing aircraft aprons at Coast Guard Station Base Elizabeth City in North Carolina. The primary scope of work involves the reconstruction of Taxiway H and portions of the Air Station Apron, including the removal of existing pavement to the subgrade and the installation of new jointed Portland cement concrete pavement and underlying aggregate layers. Additional requirements include the replacement of storm pipes under the taxiway, the installation of a new terminal fence post, and various concrete repairs such as crack sealing and slab replacement. The project further entails the rehabilitation of the ALC Apron through the replacement of bituminous surfaces and underlying concrete, as well as the reconstruction of a section of Ptero Roost Road and an adjacent parking lot. This roadwork includes the installation of a new storm drainage system, requiring exploratory excavations to protect existing utilities and local vegetation. The contract also establishes unit work items for additional concrete and asphalt needs to ensure flexibility during the execution of the repairs.

General Info

Agency

Department Of Homeland Security → Ceu CLEVELAND(00083)

Contract Value

$4,568,527.32

NAICS

237310 - Highway, Street, and Bridge Construction

Place of Performance

OH, USA

Set-Aside

NONE

Awardee

T.C.P. CONCRETE CONSTRUCTION, INC.

Award Issued Date

02/09/2017, 12:00:00 AM UTC

Documents

No documents available

Documents will appear here when they are available.

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Timeline

PhaseAwarded

PostedFeb 9

Award Notice

AwardedFeb 9

Contract was awarded

Submission Closed

02/09/2017, 12:00:00 AM UTC

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Organization & Contact Information

AgencyDepartment Of Homeland Security → Ceu CLEVELAND(00083)

Contacts1 person available

OfficeCLEVELAND, OH, 44199, USA

Organization / AgencyDepartment Of Homeland Security → Ceu CLEVELAND(00083)

Office AddressCLEVELAND, OH, 44199, USA

Contacts

Thomas E. WalllaceContract Specialist

contact@example.gov

+1 (555) 000-0000

Full Description

FINAL DESIGN DEPARTMENT OF HOMELAND SECURITY UNITED STATES COAST GUARD SHORE MAINTENANCE COMMAND TECHNICAL SPECIFICATIONS FOR REPAIR AIR STATION AIRCRAFT APRONS U.S. COAST GUARD STATION BASE ELIZABETH CITY ELIZABETH CITY, NORTH CAROLINA REVISED SEPTEMBER 2016 COMMANDING OFFICER UNITED STATES COAST GUARD CIVIL ENGINEERING UNIT, RM 2179 1240 EAST NINTH STREET CLEVELAND, OHIO 44199-2060 AUTHOR: Michael Baker International Airside Business Park 100 Airside Drive Moon Township, PA 15108 DIVISION 1 SECTION 01 11 00 SCOPE OF WORK 1. WORK INCLUDED: Major items of work shall include the following: 1.1 Base Item #1: Reconstruct Taxiway H as indicated on the drawings. The reconstruction of this area includes the removal of the existing pavement structure to subgrade and the construction of a new jointed Portland cement concrete (PCC) pavement including the underlying aggregate layers as indicated on the drawings. This reconstruction also includes the replacement of the existing storm pipes under the taxiway pavement as indicated on the drawings. Provide a new terminal fence post with fittings at the end of the fence removed as shown on drawing C-203. Existing fabric shall be attached with a new tension bar. 1.1.1 Basis for Design: The pavement design was performed using the Pavement-Transportation Assisted Structural Engineering (PCASE) program version 2.09.04 in accordance with UFC 3-260-02, utilizing the geotechnical information determined from borings of the project area. The traffic used in the design of this pavement is as follows: C130J - 1,087 operations C130H - 14,228 operations C27 (HC-144) - 16,738 operations 1.2 Base Item #2: Reconstruct portion of the Air Station Apron as indicated on the drawings. The reconstruction of this area includes the removal of the existing pavement structure to subgrade and the construction of a new jointed Portland cement concrete (PCC) pavement including the underlying aggregate layers as indicated on the drawings. 1.3 Repair of concrete pavement in select areas of the Air Station Apron as indicated on the drawings. These repairs include; sealing of cracks, partial and full-depth patching, and isolated slab replacement. 1.4 Rehabilitation of the ALC Apron as indicated on the drawings. The rehabilitation of the ALC Apron includes the removal and replacement of 2" of the bituminous surface and isolated repairs of the underlying PCC surface. This rehabilitation will include replacement of 400 square feet of isolated areas of the underlying concrete. The contractor shall sawcut around the existing double-wide trailer located at the northeast corner of Building 79 and remove pavement to the sawcut edge. New paving shall be accomplished over all areas as indicated on contract drawings. 1.5 Base Item #3: The reconstruction of a portion of Ptero Roost Road and the parking lot that is between Buildings 49 and 53 as indicated on the drawings. The reconstruction of this area includes the removal of the existing pavement structure to subgrade and the construction of a new jointed Portland cement concrete (PCC) pavement including the underlying aggregate layers as indicated on the drawings. This reconstruction will also include the installation of a storm drainage system for the parking lot area. The contractor shall perform exploratory excavations to determine the exact locations of utilities in the area. Additionally, placement of the new drain shall be accomplished in a manner to inflict minimal damage on the root system of the large tree in the area. The contractor shall also measure invert elevations and determine the exact placement and slope of the new pipe. 1.6 Unit Work Item #1: Provide a unit work item for the replacement of 100 square of underlying concrete in the ALC apron at tiny_mce_marker____ per square foot for a total of tiny_mce_marker_____. 1.7 Unit Work Item #2: Provide a unit work item for an additional 10 tons of asphalt in the ALC apron at tiny_mce_marker_____ per ton for a total of tiny_mce_marker______. 1.8 Unit Work Item #3: Provide a unit work item for an additional 20 square yards of PCC in the Air Station Apron at tiny_mce_marker_____ per cubic yard for a total of tiny_mce_marker______. 2. Work associated with these items is described in the following specification sections and/or is shown on the contract drawings. Incidental work items not listed above and necessary for completing the project shall be included

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