Attachment 15 Bldg 1 - CLIN 0006 Opt 5.pdf

PDF 19 MB Posted

Attached to
Multiple Roof Repairs and/or Replacements at FLETC in Charleston, SC
Solicitation number
70LCHS26QPFB00034
Issued by

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Summary: Statement of Work for Roof Repair – Building B1

This Statement of Work (SOW) describes the scope, requirements, and deliverables for a federal roofing repair contract at Building B1. The contractor (KTR) shall provide all materials, labor, equipment, and supervision to install a three-part fluid-applied roofing system (epoxy primer, base coat, finish coat) on an existing modified bitumen roof that has reached the end of its serviceable life. The specified roofing system is Gaco or an acceptable equivalent, and must deliver a weather-tight roof with a minimum 15-year No Dollar Limit (NDL) warranty from the manufacturer. The period of performance is 60 days following approval of material submittals, with submittal approval expected within 30 days of award. The contractor is responsible for all measurements and calculations, site restoration, and repair or replacement of any damage caused during construction.

Key performance objectives include conducting a limited lead-based paint and asbestos survey on all disturbed materials; reinstalling lightning protection systems by a certified engineer in compliance with NFPA 780 standards; trimming overhanging trees; removing and re-sealing existing sealants; pressure washing concrete decks at specified PSI; installing specific primer, base coat, and topcoat products per manufacturer specifications; managing roof penetrations and flashing in coordination with the Government PM/CO; repairing gutters and downspouts; and obtaining minimum three site visits and inspection reports from the manufacturer representative. All work must comply with federal, state, and local regulations and referenced specifications (07 01 50.19, 07 22 00, 07 60 00, 07 71 00, 07 84 00, 07 92 00). Required submittals include construction schedules, hazard analyses, product data, manufacturer cut sheets, wind uplift calculations, warranties, and closeout documentation. Safety requirements include lock-out/tag-out procedures, hot work permits, crane lift plans, fall protection plans per EM 385 1-1, and Activity Hazard Analyses.

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Other files

File Type Posted
Attachment 45 Amendment 70LCHS26QPFB00034 0004 SF30.pdf PDF
Attachment 2 Combined Synopsis Solicitation.pdf PDF
Attachment 39 Building 286 Infrared.MP4 MP4 file
Attachment 40 Building 286 Part B Infrared.MP4 MP4 file
Attachment 2 Combined Synopsis Solicitation.pdf PDF
Attachment 41 B16 Infrared.mp4 MP4 file
Attachment 42 B1 Part A Infrared.mp4 MP4 file
Attachment 43 B1 Part B Infrared.mp4 MP4 file
Attachment 44 Amendment 70LCHS26QPFB00034 0003 SF30.pdf PDF
Attachment 33 B16 Basis of Design Job Sheet.pdf PDF
Attachment 24 B61 Roof 3 Penetrations.pdf PDF
Attachment 30 B61 Core Pictures.pdf PDF
Attachment 29 B286 Roof Drawings.pdf PDF
Attachment 25 B23 Roof Penetrations.pdf PDF
Attachment 35 B61 CLIN 0001 Base SOW REVISION.pdf PDF
Attachment 26 B46 Demo Penetrations.pdf PDF
Attachment 27 B16 Demo Penetrations.pdf PDF
Attachment 21 B26 Roof Penetrations.pdf PDF
Attachment 19 Building 26 Infrared.MP4 MP4 file
Attachment 17 Master RFI Log.xlsx XLSX spreadsheet
Attachment 18 Building 23 Infrared.MP4 MP4 file
Attachment 22 B61 Roof 1 Penetrations.pdf PDF
Attachment 34 B46 Upper Roof Basis of Design Job Sheet.pdf PDF
Attachment 20 Building 46 Infrared.MP4 MP4 file
Attachment 38 CLIN Structure Pricing Submission.pdf PDF
Attachment 2 Combined Synopsis Solicitation.pdf PDF
Attachment 31 B1 Basis of Design Job Sheet.pdf PDF
Attachment 37 Amendment 70LCHSQPFB00034 0002 SF30.pdf PDF
Attachment 28 B23 Roof Drawings.pdf PDF
Attachment 36 Amendment 70LCHS26QPFB00034 0001 SF30.pdf PDF
Attachment 23 B61 Roof 2 Penetrations.pdf PDF
Attachment 32 B286 Basis of Design Job Sheet.pdf PDF
Attachment 17 RFI Log.xlsx XLSX spreadsheet
Attachment 16 Site Visit Attendance Sign-in Sheet.pdf PDF
70LCHS26QPFB00034_0001.pdf PDF
Attachment 2 Combined Synopsis Solicitation.pdf PDF
Attachment 10 Construction Wage Determination.pdf PDF
Attachment 12 Division 01 General Requirements.pdf PDF
Attachment 14 CATEX Memorandum.pdf PDF
Attachment 6 Bldg 16 - CLIN 0002 Opt 1.pdf PDF
Attachment 1 SF 1449 - 70LCHS26QPFB00034.pdf PDF
Attachment 11 FLETC Form 121-00-02 Visitor Access Request.pdf PDF
Attachment 4 Bldg 46 - CLIN 0001 Base.pdf PDF
Attachment 3 Bldg 61 - CLIN 0001 Base.pdf PDF
Attachment 8 Bldg 1792 - CLIN 0004 Opt 3.pdf PDF
Attachment 5 Bldg 26 - CLIN 0001 Base.pdf PDF
Attachment 13 Division 07 Specifications.pdf PDF
Attachment 7 Bldg 286 - CLIN 0003 Opt 2.pdf PDF
Attachment 9 Bldg 23 - CLIN 0005 Opt 4.pdf PDF
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Text version

Statement of Work (SOW) Contract - TBD– TO# TBD Repair Various Roofs – B1

26 August 2026

CLIN 0006

REV 000

I. Purpose:

Provide all material and labor to demolish existing roof at B1 as necessary. The modified bitumen roof that is existing has come to the end of its useful life and is in need of full replacement or application of fluid applied roofing coating to extend its serviceable life.

II. Scope or Mission:

Under this RFP, the contractor (KTR) shall supply all tools, qualified labor, materials, equipment, supplies and supervision necessary to provide and install a 3 part (epoxy primer, base coat, finish coat) fluid applied roofing system to deliver a weather tight roof with a minimum 15 year NDL (No Dollar Limit) warranty from the roofing manufacturer. Roofing system shall be Gaco or acceptable substitute. All work shall be accomplished in strict compliance with all applicable federal, state, and local regulations, as well as manufacturer specifications and the requirements contained within the supplied contract documents and specifications. All equipment and materials shall be submitted for Government approval prior to procurement and installation.

The contractor shall be responsible for restoring construction site to its original or better condition.

Any damage done by the contractor or subcontractor to any existing pier, vessel, pavement, buildings, fences, curbs, streets, driveways, sidewalks, landscaping, utilities, structures, and other improvements shall be the sole responsibility of the contractor to repair or replace at the discretion of the Contracting Officer

III. Period of Performance:

60 days after approval of material submittals (30 days after award)

IV. Background:

The Government has identified the roof at B1 as being at the end of its serviceable life and is in need of a full replacement or installation of a fluid applied roofing system to prolong the serviceable life.

V. Performance Objectives:

a. Contractor shall conduct a limited lead based paint and asbestos survey on ALL construction materials that will be disturbed under this solicitation to ensure no ACM (Asbestos Containing

Repair Various Roofs – B1

26 August 2026

Material) or LBP (Lead Based Paint) are present. Submit Limited ACM and LBP environmental survey to the Government for review.

b. All lightning protection systems that are removed during construction shall be re-installed by a company with a certified lightning protection engineer that can certify the system and provide documentation that the system is functional after re-installation. All lightning protection work shall follow NFPA 780 standards that outline the installation of lightning protection systems

c. Contractor shall install new roofing system per manufacturer’s specifications. Contractor is responsible for all measurements and calculations for proposal purposes.

d. Demolish any existing roof penetrations that can be demolished not to return. Repair roof with like in kind decking material and fasteners per manufacturer specifications. Work with Government PM/CO to figure out which penetrations can be demolished.

e. Contractor shall trim all trees overhanging any roof on this solicitation to an appropriate distance away from the roof surface or building. Consult with COR prior to trimming any trees or bushes.

f. Contractor shall provide and install two part epoxy primer that is equivalent to Gaco Flex E5320.

This primer is to be utilized over any curbs that have been sprayed with existing aluminized coating. Contractor shall provide and install a coating for flashing of pipe boots and any other various flashings utilizing Gaco Flex H.E.R. or an equivalent substitute. In the field of B1 KTR shall provide and install base coat that is equivalent to Gaco U91 Aromatic Urethane. KTR shall provide and install a silicone top coat that is equivalent to Gaco Flex S42. This Gaco system is the basis of design for this project and any other system that is submitted shall meet or exceed all the specifications that this system adheres to. When installing this fluid applied roofing system, KTR shall follow manufacturers specifications and installation instructions to ensure roof prep work, coverage rates and mil thicknesses allow for there to be a minimum 15 year NDL (No Dollar Limit) warranty to be issued to the Government. Manufacturer representative to make a minimum of three (3) site visits during construction and provide inspection reports to the Government via formal submittal. Regardless of fluid applied system that is approved for use on this project, installer shall be a certified installer for that specific fluid applied roofing system.

Certified installer to be verified and vetted by manufacturer. KTR shall make any repairs to the roof required by manufacturer prior to applying fluid applied roofing system in order to receive 15 year NDL warranty.

g. KTR shall remove all existing sealant from the wall to concrete joint on the small concrete deck just below the roof. KTR shall re-seal utilizing polyurethane sealant that is equivalent to NP-1.

Use appropriate backer rod where applicable and joint is too large for sealant alone.

h. KTR shall pressure wash top, front, and bottom of small concrete deck utilizing a soft wash pressure washer that is spraying 1500 psi or less and utilizing an appropriate masonry cleaner in

Repair Various Roofs – B1

26 August 2026 the siphon tube of the pressure washer to aid in preparing the concrete to receive the appropriate coating. Contractor shall then re-seal wall to concrete deck joint with appropriate backer rod and polyurethane joint sealant to form a water tight seal around the entire perimeter of the building.

Coat concrete ledge with block filler on the top and bottom to further seal small concrete deck.

Block filler shall be Sherwin Williams Con Flex block filler or equivalent. KTR shall coat concrete deck with one (1) coat Loxon Concrete and Masonry Primer or equivalent and one (1) coat Sherwin Williams Con Flex XL High Build Coating (smooth/flat finish) or equivalent. Color shall be selected by the Government, physical samples are required.

i. All existing wall to roof flashings and curb flashings that are to be re-used shall be re-sealed with the proper sealant per industry standards. Existing sealant and backer rod shall be removed prior to applying new sealant and new backer rod (where applicable).

j. At B1, all existing stainless steel gutters and drip edge that can be re-used shall be. Contractor to repair any damaged or missing downspouts, gutters, hangers, leaking joints with like in kind materials to deliver a water tight gutter system to the Government. Prior to installing fluid applied roofing system, KTR shall ensure gutter system is properly flashed. Contractor shall clean all gutters prior to completion of roof to remove all debris.

k. Provide and install warranty placard as outlined in specifications, location TBD by COR.

VI. Operating Constraints:

a. Reference specifications provided

i) 07 01 50.19 Preparation for Re-Roofing

ii) 07 22 00 Roof and Deck Insulation

iii) 07 60 00 Flashing and Sheet Metal

iv) 07 71 00 Roof Specialties

v) 07 84 00 Firestopping

vi) 07 92 00 Joint Sealants

VII. Attachments:

a. B1 Design Drawings

Repair Various Roofs – B1

26 August 2026

VIII. Submittals:

a. Progress/Construction Schedule

b. Activity Hazard Analysis

c. Product Data/SDS’s

d. Flashing Material

e. Pressure Treated Lumber

f. Gutters and Downspouts

g. Fluid applied roofing system

h. Fasteners with Plates

i. Sealants (to include firestopping)

j. Cant Strips

k. Ladder Shop Drawings

l. Anchors for Ladder

m. Paint (Safety Yellow – Enamel)

n. Block Filler

o. Access Hatch

p. Manufacturer Inspection Reports

q. Crane Lift Plan

r. Fall Protection Plan

s. Manufacturer Material Cut Sheets & Instructions

t. Test Reports, Wind Uplift Calculations

u. Closeout Documents (Section XI/Warranty)

IX. Environmental:

a. Toxic Substances Control Act of 1976

X. Safety:

a. Lock-out/Tag-out required prior to performing any electrical work

b. Hot work permit required if cutting, welding, grinding, etc.

c. Crane lift plan required where applicable

d. EM 385 1-1 Fall Protection Plan Required (site specific for each roof)

e. Submit Activity Hazard Analysis (AHA) for activities not covered in the Contractor’s Accident

Prevention Plan (APP).

XI. Closeout Documents:

a. Equipment specifications

b. Operation & maintenance manuals (O&Ms)

Repair Various Roofs – B1

26 August 2026

c. Spare parts material list

d. Warranties

File details come from the government source that posted it. Updated .