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NSN RW1028 TAXIWAY REPAIR, LP AREA (PHASE 1 OF 4)

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Federal

Contract Overview

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AI Contract Overview

This CNIC funded project, managed by Navfac Mid-Atlantic under UIC N62688, involves Phase 1 of the NSN RW1028 Taxiway Repair in the LP Area. The scope of work focuses on the removal and replacement of pavements and base materials across several sections. For sections TWA-T10A and TWA-36A, the contractor will remove existing concrete and asphalt, dispose of contaminated soils, and install 13 inches of PCC over an 8 inch cement stabilized crushed aggregate base, utilizing crushed concrete for reuse. This phase also includes applying high temperature sealant, repainting taxiway markings to UFC requirements, and converting approximately 7,000 SY of pavement back to turf in section TWA-36A. Additionally, the project covers sections TWASH-S07D and TWASH-S06D, which require the removal of existing shoulders and the installation of new 25 foot wide paved shoulders consisting of 2 inches of AC over a 12 inch compacted crushed aggregate base. Similar to the main taxiway sections, this work includes the hauling and disposal of unsuitable soils and the provision of clean fill in accordance with UFC requirements. The project is categorized under NAICS code 237990.

General Info

Navfac Mid-Atlantic project for NSN RW1028 taxiway repair, pavement replacement, and shoulder installation.

Agency

Department Of The Navy → Navfac Mid-Atlantic

NAICS

237990 - Other Heavy and Civil Engineering Construction

Place of Performance

USA

Set-Aside

NONE

Documents

No documents available

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Timeline

PostedJul 2

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Organization & Contact Information

AgencyDepartment Of The Navy → Navfac Mid-Atlantic

ContactsNo contacts available

OfficeN/A

Organization / AgencyDepartment Of The Navy → Navfac Mid-Atlantic

Office AddressN/A

ContactsNo contact information available

Full Description

Scope, Design, and/or Study PHASE 1, specific work by pavement section includes: Section TWA-T10A: Remove existing concrete and asphalt pavements and base materials. Haul and dispose of unsuitable and contaminated soils. Provide clean fill; crush concrete for reuse as a new base course. Replace with 13" PCC over 8" of cement stabilized crushed aggregate base course. Apply high temperature sealant as required and repaint all taxiway striping and markings to UFC requirement. Section TWA-36A: Remove existing concrete and asphalt pavements and base materials. Haul and dispose of unsuitable and contaminated soils. Provide clean fill; crush concrete for reuse as a new base course. Replace with 13" PCC over 8" of cement stabilized crushed aggregate base course. Apply high temperature sealant as required and repaint all taxiway striping and markings to UFC requirement. Replacement pavement section reduced in size by approximately 7,000 SY and returned to turf. Sections TWASH-S07D; TWASH-S06D: Remove existing shoulders and provide replacement taxiway shoulders total 25' wide paved with 2" of AC over 12" of compacted crushed aggregate base course per UFC requirements. Haul and dispose of unsuitable and contaminated soils and provide clean fill. This is a CNIC funded project. UIC: N62688