Stuart_Tower_SOW.docx

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Stuart Communications Tower Federal contract opportunity
Solicitation number
W912L8-18-R-0006
Issued by
Department of the Army

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Stuart_Tower_RFP_MOD_2.docx DOCX document
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Text version

STUART ANTENNA SITE

STATEMENT OF WORK

Proposal requirements:

1. Structural analysis & report Contractor will need to provide services in support of tower renovation’s needed to pass a structural analysis based on the planned loading, and to offload and install a 10 X 12 ft. concrete shelter with a six foot skid extension.

2. Tower Renovations Furnish and install the tower reinforcement/modifications on the existing 150 ft. high guyed tower in accordance with the Paul J. Ford Structural analysis Report, January 13, 2017. Please provide drawing sets for details on the modifications and reinforcement needed to maintain the “Pass” as defined in the structural analysis.

3. Shelter Site Development and offloading Offloading and setting up the shelter/generator skid. Please note that the proposed location of the shelter/generator skid requires additional labor, equipment and material cost for truck/crane equipment access, maneuvering and offloading of this shelter. Some improvements to the existing access road surface will be necessary to facilitate safe transportation of the shelter/generator skid to the site.

Removal of tree limbs along the existing site access road and at the tower area to permit shelter delivery. Any associated refuse to remain on site.

Furnishing and installing a frost-depth shelter skid foundation (reference local building codes). The foundation to be installed in the same location as the existing wood frame shelter. This wood frame shelter is to be removed by others prior to work.

Furnish and install a concrete slab to accommodate a 500 gallon propane tank.

Furnish and install a buried grounding system around the shelter/generator skid foundation, along new ice bridge, and radial to the proposed LP tank. Ground ring to be made common with the existing tower grounding system. Grounding rods may be installed horizontally in trenches if rocks prevent vertical installation.

Furnishing and installing up to a maximum 40 ft. of cable ice bridge with two levels of Z-bracket trapeze.

Furnish and install up to 75 lineal feet of primary 200 AMP electrical service from the utility company demark to the proposed meter socket to be located on the shelter/generator skid wall.

Startup of 35 KW generator that is provided with the shelter/generator skid.

Furnish and install a new 500 gallon LP tank, including low fuel monitor and first fill of LP.

Restore disturbed areas with seed/mulch as necessary.

4. Shelter/generator Contractor will provide a 10 X 12 ft. shelter with a six foot skid extension with a 35 KW generator.

Construction

Size: Exterior; 10’4” W X 12’ L X 10’6” H; Interior; 9’ W X 11’ L X 9’2” H, interior clear
Floor extension: the shelter floor will extend 6’ with exterior generator mounted; unfenced. Generator floor is 8” thick concrete.
Loadings: Floor: 300 psf., Roof load 150 psf., Walls 150 mph, Seismic Category D, 5,000 psi.
Exterior Walls: Concrete 2 hr. fire rated, Ballistics tested for UL-752, level IV, exposed aggregate exterior finish. (sealed walls and roof)
Insulation: Walls: R-11 Ceiling: R-19
Interior: walls and ceiling sheathed with white OSB backed nupoly board, light colored industrial grade vinyl tile floor covering.
Door: (1) 36” X 84” with deadbolt lock w/hood, “T” tie back, hydraulic door closer, anti- pick plate.

Power:

Electrical service: 120/240 VAC, 100 Amp, Single Phase 60A enclosed breaker.

Service Disconnect Secondary Surge Arrestor: (1) type 2 Transient Voltage Surge Suppression, MOV Main panel surge protection: (1) Type 1A transient Voltage Surge Suppressor, SAD and MOV

(2) transtector 12R-ICP120V
(3) transtector DSWPH03
Main load Center: (1) 100A Main Breaker, 30 circuits
Service Outlets: (3) interior 20A 120V duplex outlets
Exterior Outlets: (1) 20A GFI duplex mounted exterior receptacle
Ceiling receptacles: (16) Interior simplex receptacles mounted on cable tray, 20A 120V

Lighting:

Interior lighting: ceiling: (4) 4ft. 2 bulb 40W w/ 2 tubes fluorescent
Emergency Lighting: (1) Twin bulb with battery EXIT sign located over doorway
Exterior lighting: (1) LED with photo cell on switch next to door

Alarm Device Contacts:

The following alarm device contacts will be wired to a location specified by the customer. The alarm wires will be coiled and tagged for identification per manufacture standards.
Alarms: Smoke, Power fail, commercial power fail, tower light, high/low temp, intrusion, (8) generator alarms, ATS alarm on dry terminal 66 block with Amphenol- connector, ground bar theft kit/alarm (Harger)

HVAC:

The shelter will have (1) 24KBTU HVAC unit with integrated 5KW heater strip and (1) programmable thermostat.

Grounding:

Interior perimeter ground: #2 Bare stranded copper with each end lugged to the master ground
Ground buss bar: (1) kit includes two connected ground bars with insulators and copper straps with vinyl covers.
FNE Ground buss bar: #2 stranded green copper cable jacketed mounted to the cable ladder

Miscellaneous:

Cable ladder: 20’ of 24” wide cable ladder, gold chromate over equipment racks to cable entrance, 10’ of 6” cable tray mounted on telco board One (1) first aid kit and one (1) eye wash EME and No Smoking signs Fire protection: (1) each wall mounted 20 lb. ABC and (1) 10 lb. co2 extinguishers

Warranty:

10 year structural and two year overall from date of shipment
Any required permits or agreements will be obtained by the customer. Pricing will be based on all excavation for the shelter/generator skid foundation, LP tank pad, grounding system, ice bridge and buried utilities being performed in the rock conditions present at site. However, excavation depths are to be limited to that which can be performed at a reasonable rate with a HO ram/ or excavator. In the event proposed foundation depths cannot be achieved with reasonable effort as noted above, foundation will be pinned into rock and a sealed foundation design will be provided certifying the adequacy of the as-built foundation.
Excavated spoils will remain on site in the general proximity of the work, at a location agreeable to the site owner.
No third party inspection support is needed.
Contractor will schedule and coordinate support from the local power company and any fees will be paid by the customer. This bid also assumes the power company will provide a demarcation point within 75 feet of shelter/generator skid location.

5. AT/ OPSEC Notes:

All contractor employees, to include subcontractor employees, requiring access Army installations, facilities and controlled access areas shall complete AT Level I awareness training within 14 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee, to the COR or to the contracting officer, if a COR is not assigned, within 7 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website: http://jko.jten.mil The contractor shall develop an OPSEC Standing Operating Procedure (SOP)/Plan within 30 calendar days of contract award, to be reviewed and approved by the responsible Government OPSEC officer. This plan will include a process to identify critical information, where it is located, who is responsible for it, how to protect it and why it needs to be protected. The contractor shall implement OPSEC measures as ordered by the commander. In addition, the contractor shall have an identified certified Level II OPSEC coordinator per AR 530-1.

For all contractors with security clearances. Per AR 381-12 Threat Awareness and Reporting Program (TARP), contractor employees must receive annual TARP training by a CI agent or other trainer as specified in 2-4b.

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