SOW.doc
DOC document 13 MB Posted
- Solicitation number
- 33175
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SOW (doc)
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| File | Type | Posted |
|---|---|---|
| Antenna Tower Realignment Specifications.pdf | ||
| jan-d-rtr-set.pdf | ||
| JAN0001.pdf | ||
| SOW.doc | DOC document | |
| SIR.pdf | ||
| TIA 222-G Figure J 2.pdf | ||
| TIA 222-G Figure J 2.pdf | ||
| Antenna Tower Realignment Specifications.pdf | ||
| SIR.pdf | ||
| jan-d-rtr-set.pdf | ||
| jan-d-rtr-set.pdf | ||
| SIR.pdf | ||
| SOW.doc | DOC document | |
| Antenna Tower Realignment Specifications.pdf |
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SCOPE OF WORK
Correct Tower Alignment Jackson, Mississippi 8/23/2018
1.0 GENERAL
All work is on FAA property located at the Jackson International Airport. There’s a gravel driveway & parking area, equipment building, two each 50' freestanding towers and three each 60' freestanding towers, utility transformer, diesel tank and, other items located on the site.
2.0 SCOPE OF WORK
The Contractor will complete the following work for the UIS Correct Tower Alignment:
The existing five freestanding towers at the Jackson, MS Remote Transmitter Receiver site were measured for Twist and Plumb and found to be out of alignment for plumb.
Contractor shall visit the site prior to preparing a bid price to examine the towers and prepare a proposal for correcting the alignment of the towers. As the antennas on the towers are used in active air traffic control, all work shall be staged without a shutdown of the antennas. Contractor may loosen any bolts on the tower, adjust the alignment and then retighten them to correct the Twist and Plumb.
Grout between the baseplate and foundation may be removed to access the leveling bolt under baseplate but the concrete foundation shall not be modified.
The technical proposal shall include the following: Contractors qualifications, Proposal of work - methods, materials and equipment to be used. List of prior work similar to this job.
Contract Award will be based on the lump sum price and a satisfactory rating of the technical proposal.
Upon completion of the work, the contractor shall take measurements to complete the attached ANSI/TIA 222-G, J-2 form for Twist and Out of Plumb Determination of Square Towers to show that the towers are compliant with ANSI/TIA 222-G. Contractor shall also re-grout any base plates where grout was removed.
2.1 GENERAL REQUIREMENTS
a.) Contractor shall repair any damage done by him to any entity, at his cost. Contractor shall be covered by minimum locally required liability insurance.
b.) Contractor must provide FAA with a safety and security plan before any work begins.
Plan will include procedures for accident prevention, emergency procedures, and phone number & map to nearest emergency medical facility.
c.) All work shall be coordinated, scheduled, & approved by Jackson FAA Airways Facility Management.
d.) Contractor will be continuously monitored by an FAA Resident Engineer during all work hours.
d.) Contractor's Superintendent shall be present at the work site during all times work is performed. Superintendent shall carry a cell phone and, be prepared to make and receive calls to & from the FAA at all times while on work site.
2.2 WORK HOURS AND CONDITIONS
a.) Contractor shall follow all insurance and security requirements to acquire airport badges to access the site, prior to the issue of the NTP.
b.) Work schedule shall be restricted to daylight hours. (Between 7:00AM to 6:00PM. M-F) c.) The contractor shall establish the working hours at the beginning of the project. The regular workweek shall be 40 hours but may be 4 or 5 days. (10 hrs. x 4 days or 8 hrs. x 5 days) d.) Weekend work will only be authorized if necessary due to weather. No overtime will be allowed e.) Contractor will report & coordinate each days work in advance the Resident Engineer
3.0 SUBMITTALS
Contractor's Proposal for correcting the alignment of the towers Fall Protection Plan
Rescue and Evacuation Plan
4.0 PRE BID SITE VISIT
Photographs of the site conditions are contained in the appendix of this scope of work. The FAA Contracting Officer and they will provide a date for one official site visit. All visitors must be escorted by an employee of FAA or, other authorized personnel.
5.0 DRAWINGS
JAN-D-RTR G001-G003, C001-C003, A001, E001-E006, S001-S002
5.1 SPECIFICATIONS
FAA-JAN-1201300 9/2/2015
JACKSON MS 50FT SST DRAWINGS
JACKSON MS 60FT SST DRAWINGS
6.0 LOCATION OF WORK
COORDINATES: 32°18'37.07"N 90° 3'53.64"W
7.0 CONTACTS
Charles Ingram
Manager, JAN SSC
Jackson-Evers International Airport
FAA Jackson SSC
100 W Cross St
Jackson, MS 39208
Office:+1 (601) 664-9851
Cell: +1 (601) 398-7041
Email: charles.ingram@faa.gov
Stephen Vitale
Civil Engineer Comm Eng Center - Atlanta
FAA Southern Regional Office
1701 Columbia Ave
College Park, GA 30337
Office: +1 (404) 305-7077
Cell: +1 (678) 637-3244
Email: stephen.vitale@faa.gov
Michael Sulzbach
Coordinator JAN SSC
FAA Jackson SSC
100 W Cross St
Jackson, MS 39208
Office: +1 (601) 664-9851 ext. 152
Cell: +1 (405) 850-1336
Email: michael.sulzbach@faa.gov
8.0 FOR FAA USE ONLY
JCN:
1700125
JON: 1217SO0174
Location of the RTR site on the east side of the airport.
The five new towers to plumb are marked and have white foundations. The other towers on site were removed
Tower A - 60 feet
Tower B - 60 feet
Tower A - 60 feet
Tower D - 50 feet
Tower E - 50 feet
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