TIW Crane SOW.pdf

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Attached to
TIW Crane Rental Services Market Survey
Solicitation number
08042025
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This Statement of Work (SOW) details crane rental services for the TIW Airport Traffic Control Tower (ATCT) Cab Glass Replacement Project in Gig Harbor, WA. The project requires a mobile crane with a licensed operator to replace one cab glass window on September 25-26, 2025, with the second day serving as a contingency. Key technical specifications include a crane capable of lifting a 12-foot tall, 4,000-pound glass unit, with a lift radius of approximately 60 feet and a maximum crane tip height of 95 feet above ground level.

The vendor must provide comprehensive documentation including a crane lift plan with CAD-generated site-specific drawings, crane specifications, and lift plan data within 5 days of contract award. Additional requirements include performing a site visit, managing all mobilization and demobilization logistics, providing operator certifications, and ensuring compliance with airport regulations. The FAA Team Lead Technician will inspect and approve the work upon completion, with the crane vendor responsible for any potential damage during the operation.

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Statement of Work (SOW)

CRANE RENTAL

Crane Rental for TIW ATCT Cab Glass Replacement Project

1. Introduction and Overview Service Order 41152 is for the replacement of One (1) cab glass window on the Airport Traffic Control Tower (ATCT) utilizing a temporary mobile crane with operator services in support of these efforts.

2. Purpose Provide complete crane rental with operator service to support Cab Glass Replacement Project.

3. Scope of Work Vendor shall provide complete crane rental service with a licensed operator as required to lift tools, materials, specialized equipment, and replacement glass units from ground level to the ATCT Cab.

4. Period of Performance September 25 thru September 26, 2025 (Thursday-Friday) for two (2) consecutive days. Second day is a contingency day.

5. Deliverables Vendor shall provide a mobile crane capable of lifting/lowering cab glass units (12’ tall), glass lifting device with a counterbalance unit, material, and equipment in accordance with the requirements specified in Section 8 below.

Vendor shall perform a site visit and provide a lift plan in accordance with the requirements specified in Section 8 below.

6. Location of Work The crane service shall take place at the airport’s ATCT:

TIW ATCT Tower 1210 26th Ave NW Gig Harbor, WA 98335

7. Inspection, Compliance and Acceptance The FAA Team Lead Technician will ensure all work has been completed prior to releasing the crane service.

8. Additional Notes & Requirements As-built drawings and other information provided to the vendor shall be considered part of this SOW.

Crane vendor shall provide a mobile crane capable of lifting/lowering cab glass units (12’ tall), glass lifting device with a counterbalance unit, material, and equipment in accordance with the following:

a) Cab Finished Floor elevation +/- 34’ above ground level (AGL)

b) Top of Cab Glass elevation +/- 44’ AGL

c) Top of Roof / Parapet +/- 50’ AGL

d) Top of Lightning Terminal Rods +/- 65’ AGL

e) Top of ASDE (if applicable) +/- N/A’ AGL

f) Not to Exceed Height (NEH) Crane Tip Height Not to Exceed 95’ AGL

g) Lift weight of cab glass unit with lifting and counterbalance units is 4,000 pounds max.

h) Lift radius +/- 60’ (360°) (crane vendor to determine based on Lift Survey & Lift Plan)

i) Crane load to capacity percent shall not exceed 65%

Crane vendor shall provide the following documentation:

(a) Crane Lift Plan, drawings, and information:

1) Crane lift plan should be issued within 5 days to FAA after awarded the crane contract.

2) CAD-generated drawings of site-specific “plan view” of Tower and crane location including boom/jib length, radius, boom swing path, tail swing radius, outriggers, mats / blocking, and reference dimensions of crane location to tower.

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3) CAD-generated drawings of site-specific “elevation view” of Tower and crane location including tip height, boom angle, radius, and reference dimensions of crane location to tower.

4) Lift Plan Data of proposed / recommended crane location including crane make, model number, tonnage, load chart data, radius, main boom length, boom angle, jib length, jib angle, tip height, tip to ground distance overall, counterweights, ball weight, rigging weight, lift load, total load, chart load and percent load to chart load.

5) An estimate of time required to mobilize and assemble the crane, and an estimate of time required to disassemble and de-mobilize the crane.

Crane vendor shall:

a) Perform a site visit and Lift Survey to ensure that the crane and crane services quoted will fully meet the requirements of this cab glass replacement project.

b) Be responsible for all crane mobilization / demobilization, fuel, tolls and permits required.

c) Provide to FAA prior to the start of operations documentation showing the licensed operator’s certifications and proof of current crane inspection reports.

d) Furnish and install a white and orange checkered flag at the end of the crane boom and be in full compliance with airport regulations prior to any lifting operations.

e) Furnish and install crane mats and blocking as required.

f) Be responsible for damage caused during crane mobilization and demobilization to pavements, blacktop, concrete, curbs, sidewalks, and landscaping.

Below is a typical cab glass window attached to our glass lifting / counterbalance equipment:

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