This Sources Sought opportunity from Department Of Defense was posted on September 16, 2024. The submission period has ended. Browse the details below for market research, or find similar active opportunities.

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Repair Purple Heart Drive Pavement - Dover AFB

Closed

FJXT210039Federal

Submission Closed09/30/2024, 06:00:00 PM UTC

Contract Overview

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

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NAICS: 237310

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Solicitation # joliet-job-corps-request-quote-parking-lot-road-repairs

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Environmental Trust Department, Owhi Flats 2026

Solicitation # Owhi-Flats-RFB-2026.pdf

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Main Street Concrete Curbing, Sidewalk, and Driveways.

Solicitation # 27-02

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Concrete Paving & Exterior HardscapeThis subcontract for Concrete Paving and Exterior Hardscape involves the installation of concrete paving and ADA-compliant exterior improvements for prime contractors working on City of Murfreesboro Parks and Recreation projects. The scope of work specifically requires concrete paving and the application of joint sealants in accordance with Sections 32 13 13 and 32 13 73 to deliver completed pedestrian paths and accessible parking spaces. The opportunity is categorized under NAICS code 237310 and was posted on October 20, 2026. Interested parties must submit their responses by the deadline of November 10, 2026.

Parks and Recreation

POSTED

about 9 hours ago

DEADLINE

in 21 days

General Info

Agency

Department Of Defense → FA4497 436 Cons Lgc

NAICS

237310 - Highway, Street, and Bridge Construction

Place of Performance

Dover, DE, 19901, USA

Set-Aside

SBA

Documents

No documents available

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Timeline

PhaseClosed

PostedSep 16

Sources Sought

Response DeadlineSep 30

Deadline has passed

Submission Closed

09/30/2024, 06:00:00 PM UTC

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Organization & Contact Information

AgencyDepartment Of Defense → FA4497 436 Cons Lgc

Contacts2 people available

OfficeDOVER AFB, DE, 19902-5016, USA

Organization / AgencyDepartment Of Defense → FA4497 436 Cons Lgc

Office AddressDOVER AFB, DE, 19902-5016, USA

Contacts

TSgt Joshua Brooks

Ms. Omelia Saunders

Full Description

This product consists of the contractor providing all labor, materials, tools, equipment, and performing all work necessary for the Repair of Purple Heart Drive Pavement include all mobilization, safety, labor, materials, and equipment, clean up, disposal and demobilization by order of priority as detailed below: 1. SCOPE 1.1 OBJECTIVE: The Contractor shall provide all labor, materials, tools, equipment, and performing all work necessary for the Repair of Purple Heart Drive Pavement include all mobilization, safety, labor, materials, and equipment, clean up, disposal and demobilization by order of priority. 1.2 PERIOD OF PERFORMANCE: Total period of performance (POP) for this project is 104 days (negotiable prior to award) from the date of the Notice to Proceed (NTP). The POP shall be agreed upon prior to contract award. 1.3 LIMITATIONS: All work shall be coordinated with Base Civil Engineering and Building Manager adjacent to the street, as necessary. 1.4 LOCATION: The primary location of this project is base-wide on Dover Air Force Base located in Kent County the city of Dover Delaware. 1.5 DESCRIPTION OF WORK: a. Mill 25,477 SY-IN of roadway for Sections 40 and 70 indicated on the attached sketch. b. Section 70 marked - Mill & Overlay shall be milled to a depth of 2 inches and Section 40 marked - Reconstruct shall be milled to remove the complete asphalt surface (Depth= 2.5 inches). In addition, 2 major cutbacks shall be milled to a depth of 1.5 inches (Cutback 1 at Building 270 in Section 70 = 47'X32; Cutback 2 at Fire Station in Section 40 = 140X100). c. Section 40 pavement section is currently inadequate. Please see attached sketch showing the existing pavement section and the proposed pavement section. To facilitate the new pavement section, the contractor shall taper (by removing portions of the underlying GABC base course) the GABC base course to allow for a 5-inch reveal on the gutter pan concrete. The GABC base course shall be leveled to provide a consistent slope from the bottom of the gutter pan reveal to the roadway center crown. d. Immediately following GABC removal, the contractor shall perform compaction tests over the entire 3 Section 40 surface to determine areas that do not meet the minimum 95% proctor compaction requirement. Areas not meeting specifications shall have the GABC removed, subgrade compacted to 95%, GABC replaced and tested in NGT 6-inch lifts to match existing GABC depth. The entire shall base course shall be recompacted to achieve 95% overall compaction. e. Sawcut all transverse butt joints and adjacent pavement-to-remain areas to a depth of 2 inches. f. Pave base course of Section 40 with 3-inches PG 76-22 DelDOT - B Mix asphalt. g. Pave wearing course of Section 40 and Section 70 with 2-inches PG 76-22 DelDOT - C Mix asphalt. h. Stripe 2250 LF of 4-inch-wide line striping. Repaint all crosswalk and hold line markings.