YTPM 24-3003 SOW.pdf
PDF 209 KB Posted
- Attached to
- Crack Seal, Repair Base Pavements Federal contract opportunity
- Solicitation number
- FA660625B0003
About this file
This Statement of Work (SOW) details a pavement repair project for Westover Air Reserve Base in Chicopee, Massachusetts. The project (YTPM 24-3003) involves crack sealing on two runways: the intersection of Runway 15/33 and Runway 05/23, with work to be performed in phases starting at the runway intersection and then proceeding along Runway 05/23. The contractor will clear cracks of debris, prepare joint surfaces in accordance with UFC 3-270-01, and apply new joint sealant conforming to Federal Specification SS-S-1401C and ASTM D6690-07, with an estimated quantity of approximately 650 gallons. Additionally, the contractor must repaint any disturbed surfaces using Federal Paint Specification TT-P-1952F, working in compliance with active airfield standards and regulations.
The project requires technical submittals including joint sealant manufacturers' data, asphalt equipment specifications, and paint manufacturers' data. The work will be phased, with the runway intersection addressed first, followed by work on Runway 05/23. The SOW specifies that the contractor must provide all necessary labor, equipment, materials, and supervision to complete the crack sealing operations, with the extent of repairs based on a "not to exceed" joint sealant quantity negotiated in the contract. The project is associated with Solicitation FA6606-25-B-0003 under the Department of the Air Force Reserve Command.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Bid Opening List_Crack Seal.pdf | ||
| Abstract of Offers_SAM.gov.pdf | ||
| Wage Determination MA20250019_2025.07.18.pdf | ||
| Solicitation Amendment FA660625B00030002_Issued.pdf | ||
| YTPM 24-3003 SOW_UPDATED_2025.07.pdf | ||
| Solicitation Amendment FA660625B00030001_Issued.pdf | ||
| YTPM 24-3003 SOW_UPDATED_2025.07.pdf | ||
| RFI 02_Crack Seal_2025.07.16.pdf | ||
| RFI 01_Crack Seal_2025.07.16.pdf | ||
| Site Visit List_Crack Seal.pdf | ||
| YTPM 24-3003 PROJECT MAP.pdf | ||
| Wage Determination MA20250019_5.16.2025.pdf | ||
| YTPM 24-3003 General Requirements Specifications.pdf | ||
| YTPM 24-3003 BID SCHED KTR.xlsx | XLSX spreadsheet | |
| ufc_3_270_02_2001-APSHALT JOINT SEALANT.pdf | ||
| Solicitation - FA660625B0003_Issued.pdf |
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Text version
STATEMENT OF WORK
FOR
PROJECT YTPM 24-3003
REPAIR AIRFILED PAVEMENT, CRACK SEALING
AIR FORCE RESERVE
439 CIVIL ENGINEERING
WESTOVER AIR RESERVE BASE
CHICOPEE, MASSACHUSETTS 01022
20 MAY 2025
STATEMENT OF WORK
YTPM 24-3003
Repair Airfield Pavement, Crack Seal
1. GENERAL _______________________________
A. This project consists of but is not limited to the furnishing of all plant, labor, equipment, devices, tools, materials, transportation, supervision, and all miscellaneous requirements necessary to accomplish the work of sealing cracks in asphalt surfaces. All work shall be completed in conformance with applicable drawings and attached supplemental specifications.
B. The contractor shall apply joint sealant material to identified cracks on the asphalt surface of the intersection of Runway 15/33 and Runway 05/23. The extents shall extend 200 feet in each direction. The remaining sealant shall be applied on Runway 05/23 starting from the 23 overrun end and proceed toward the runway intersection until all cracks are sealed. If additional quantities remain, the contracting officer will identify alternate locations for expenditure.
C. See attached General Requirements Specifications for all Westover ARB specific requirements, rules and regulations.
2. SCOPE OF WORK ______________________________
A. The identified cracks must be cleared of all debris, grass, dirt, and failed joint sealant.
B. The contractor will ensure joint surfaces are cleaned and prepared in accordance with
UFC 3-270-01.
C. New joint sealant shall be applied according to UFC 3-270-01. Crack sealant material will conform to Fed. Spec. SS-S-1401C, ASTM D6690-07 (formerly D3405).
D. Extent of repairs shall be based on a “not to exceed” joint sealant quantity (Gallons based on negotiated contract cost, Approx. 650 gallons at 77 LF per gallon).
E. The contractor shall repaint all disturbed surfaces impacted by crack sealing operations utilizing Federal Paint Specification TT-P-1952F
3. PHASES OF WORK ______________________________
A. This project will be phased with the intersection of runways first and then Runway 05/23 work. The contractor will comply with all applicable standards and regulations for working on an active airfield.
4. TECHNICAL SUBMITTALS _________________ TYPE
A. Joint Sealant Manufactures Data B. Asphalt Equipment Specifications/Listing C. Paint Manufacturers Data
5. ATTACHMENTS ___________________________ PAGES
A. General Conditions Specifications 01 -- 11 B. Project Drawings 01 – 01
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