cae-1700951-s001 signed.pdf
PDF 325 KB Posted
- Attached to
- West Columbia, SC CAE RCAG Tower Replacement Federal contract opportunity
- Solicitation number
- 6973GH-21-R-00072
About this file
This solicitation is for the replacement of four communications towers at the Columbia Metropolitan Airport in West Columbia, South Carolina. The Federal Aviation Administration requires the demolition of four existing 50-foot guyed towers and construction of four new 60-foot self-supporting towers. Contractors must furnish all materials, equipment, labor and supervision to complete the work in accordance with attached specifications, drawings, and other documents. A firm-fixed price construction contract will be awarded. Questions regarding the project are due by May 7th, and proposals must be received by May 14th to Michelle Abraham, Contract Specialist at the Federal Aviation Administration. To be eligible, contractors must be registered in the System for Award Management database. The Franchise Acquisition Services division of the Department of Transportation Federal Aviation Administration will administer the contract.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| cae-1700951-e002 signed.pdf | ||
| 6973GH-21-R-00072 Amendment 0004.pdf | ||
| cae-1700951-c004 signed.pdf | ||
| cae-1700951-c003 signed.pdf | ||
| cae-1700951-g001 signed.pdf | ||
| cae-1700951-e001 signed.pdf | ||
| cae-1700951-e007 signed.pdf | ||
| Columbia Amendment 00003 - Revised Drawings.pdf | ||
| Amendment 00002-extension.pdf | ||
| Amendment 00001-revised specs and extension.pdf | ||
| 13 10 00 Antenna Towers Revision A.pdf | ||
| SOW Tower Replacement CAE RCAG Columbia SC.doc | DOC document | |
| COVID Special Contract Requirement.pdf | ||
| Contractor Release Form DOT F 4220.4.pdf | ||
| Drawings to Replace (4) 50ft Guyed Towers with (4) 60ft Free Standing Towers.pdf | ||
| Performance Bond.pdf | ||
| Wage Determination SC20210028.pdf | ||
| 6973GH-21-R-00072.pdf | ||
| Specifications CAE RCAG Tower Replacement Columbia SC.pdf | ||
| Experience Information Form.pdf | ||
| Payment Bonds.doc | DOC document |
Show all 21
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Text version
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REVDRAWING NO
DATE JCN
APPROVED BY
ISSUED BY
CHECKED
DRAWN
DESIGNED
SUBMITTED BY
REVIEWED BY
FEDERAL AVIATION ADMINISTRATION
DEPARTMENT OF TRANSPORTATION
REV
DATE
APPROVED
DESCRIPTION JCN
DATE
REDLINE
APVD
A
60'
NOTES
S001
S001
40'
20'
0'
SHALL BE 3"
CLEAR COVER
SHALL BE 3"
CLEAR COVER
(16) REQUIRED PER TOWER
(4) REQUIRED PER TOWER LEG
PER MANUFACTURER'S DESIGN
ANCHOR BOLT, DIMENSIONS
MANUFACTURER'S DESIGN
SIZE AND DIMENSIONS PER
VERTICAL REINFORCING STEEL
SIDE VIEW
TOP VIEW
ELEVATION VIEW
PER MANUFACTURER
ANCHOR BOLT PATTERN
(4) 4" PVC
(2) 1-1/4" PVC
1-1/4" PVC
1-1/4" PVC
1-1/4" PVC
TOP VIEW
L A
D D
E R
H A
T C
H A
C C
E S
S
G R
A T
IN
G
TOP VIEW REBAR
PER MANUFACTURER'S DESIGN
STEEL SIZE AND DIMENSIONS
GRADE 60 REINFORCING
E D
M
IS
S
U E
D F
O R
ENGINEERING SERVICES
COMMUNICATIONS
RCAG
TOWER AND FOUNDATION DETAILS
TOWER REPLACEMENT
SCCOLUMBIA METROPOLITAN AIRPORTCOLUMBIA
Stacey L. RainesFrancisco J. Cortes
RC
FC
PROJECT ENGINEER MGR: ENGINEERING - CENTER A
05/29/2020 1700951
CAE-1700951-S001 A
05/07/20211700951CONSTRUCTION (J.CORTES) DS05/07/2021A
c a e -1
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THIS DRAWING PRODUCED ON ASO REGION MICROSTATION SYSTEM
ATO - TECHNICAL OPERATIONS EASTERN SERVICE AREA
C O
N S
T R
U C
T
IO
N
6'MIN8'MIN6' MIN
15'-6"
7'-6"
PIPE (TYP)
ALUMINIUM
2 1/2" ID
8 SWING ARMS
FOR MORE DETAILS.
SEE TECHNICAL SPECS SECTION 13 10 00 - ANTENNA TOWERS13.
RISK CLASS III, EXPOSURE CATEGORY C.
SERVICING ANTENNAS. SERVICE CONDITIONS, WIND LOAD 150 MPH,
STRUCTURE WITH A PLATFORM AT THE TOP FOR MOUNTING AND
THE TOWER SHALL BE A FOUR LEGGED SELF SUPPORTING STEEL12.
THE TOWERS ARE INSTALLED.
CONTRACTOR TO COMPLETE A PLUMB AND TWIST SURVEY ONCE 11.
TIA-222-H STANDARD AND PE STAMPED.
STRUCTURAL DRAWINGS FOR TOWER DESIGN ACCORDING TO 10.
BACKFILL PVC DUCTBANK WITH CLEAN FILL MATERIAL OR SAND. 9.
DETAILS ARE PART OF THE TOWER MANUFACTURER'S DETAILS.
INSTALL ONE SAFETY CLIMBING RAIL PER TOWER. INSTALLATION 8.
ALL TOWER MANUFACTURER'S FOUNDATION DESIGN DRAWINGS.
ESTIMATE PURPOSES, THE CONTRACTOR SHALL FOLLOW
DIMENSIONS SHOWN ARE FOR QUANTIFICATION AND COST 7.
SOIL.
BASE OF EXCAVATION MUST BE CLEAN OF ALL DEBRIS AND LOOSE 6.
GROSS BEARING OF 2300 PSF.
FOUNDATIONS SHALL BE DESIGNED FOR A MINIMUM ALLOWABLE 5.
CONFORM TO THE ASTM A615 GRADE SHOWN.
ALL REBAR TO HAVE 3" MINIMUM CONCRETE COVER AND SHALL 4.
ANCHOR BOLTS SHALL BE PER MANUFACTURER'S DESIGN. 3.
MANUFACTURER.
DESIGN OF THE TOWER AND FOUNDATION PROVIDED BY
THE TOWERS ARE CONTRACTOR FURNISHED, STRUCTURAL 2.
CONCRETE MUST BE A MINIMUM 3000 PSI AT 28 DAYS. 1.
S001 NOT TO SCALE
TOWER 60 FEET
S001 NOT TO SCALE
SECTION 4
S001 NOT TO SCALE
SECTION
S001 NOT TO SCALE
SECTION
ORIGINAL SIGNED BY: ORIGINAL SIGNED BY:
| 2021-05-19T08:42:09-0400 | |
| Francisco Javier Cortes |
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