NESTED RHOMBIC INSTALLATION (Sanitized)

• Document Type: CREST
• Collection: General CIA Records
• Document Number (FOIA) /ESDN (CREST): CIA-RDP86-00800R000100220024-8
• Release Decision: RIPPUB
• Original Classification: K
• Document Page Count: 28
• Document Creation Date: December 9, 2016
• Document Release Date: December 8, 2000
• Sequence Number: 24
• Content Type: LIST

? SPECIFICATION NO.
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NESTED RHOMBIC INSTALLATION
DIVISION I - Section 1A - General Requirements
Special Provisions
DIVISION II - Technical Provisions
Section 1 - General Work Requirements
Section 2 Earthwork
Section 3 - Concrete
Section 4 - Antenna Erection
Section 5 - Underground Cable
Section 6 Balun and Resistor Installation
Section 7 - Final Inspection
Section 8 - Clean-Up
STATINTL
STATINTL
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 SPECIFICATION NO.
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DIVISION I - GENERAL REQUIREMENTS
SECTION 1A
SPECIAL PROVISIONS
1. GENERAL INTENTION: It is the declared and
acknowledged intention and meaning to provide a complete
installation of a GFE Nested Rhombic Antenna System.
2. GENERAL DESCRIPTION: The work includes the
installation of a complete GFE Nested Rhombic Antenna System.
More specifically, the work includes the furnishing of all
labor, equipment, and material required to install concrete
foundations, erection of a GFE nested rhombic antenna,
installation of a dual run of approximately 2,600 feet each
GFE buried co-axial cable, installation of GFE co-axial end
fittings to cable terminations and connection of cable to
existing compressed air system inside building.
STATINTI I T.nrATION: The work shall be located at the U.S.
a
on
Contract, and will include Standard Form 23A, October 1969
edition, General Provisions; and additions to General
Provisions; Standard Form 19A, Nov. 1969 edition, Labor and
Standards Provisions.
5. PERFORMANCE AND PAYMENT BONDS, executed on Standard
Forms 25, June 1967 edition, and 25A, June 1964 edition,
respectively, will be required.
6. COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK:
The Contractor will be required to commence work under this
contract within 15 calendar days after the date of receipt
by him of Notice to Proceed, to prosecute said work diligently,
and to complete the entire work ready for use not later than
90 calendar days after receipt by him of,:Notice to Proceed.
The time stated for completion shall include final cleanup of
the premises.
.4. FORM OF CONTRACT: This contract will be executed
ndard Form 23 January 1961 edition, Construction
St
location will be indicated by the Contrac
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 SPECIFICATION NO.
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7. LIQUIDATED DAMAGES: In case of failure on the part
of the Contractor to complete the work within the time fixed
in the contract or any extensions thereof, the Contractor shall
pay to the Government as liquidated damages, pursuant to the
clause of this contract entitled "Terminations for Default -
Damages for Delay - Time Extensions," the sum of $25.00 for
each calendar day of delay.
8. PERFORCE OF WORK BY CONTRZ'/CTOR: The contractor shall
perform on the site, and with his own organization, work equivalent to at
least twenty percent (20%) of the total amount of work to be performed
under the contract. If, during the progress of the work hereunder, the
Contractor requests a reduction in such percentage; and the Contracting
Officer determines that it would be to the Governnent's.advantage, the per-
centage of work required to be performed by the Contractor may be reduced;
provided, written approval of such reduction is obtained by the Contractor
from the Contracting Officer.
9. SHOP DRAWINGS: The Contractor shall sutanit to the Contract-
ing Officer for approval five copies of all shop drawings as called for
under the various heading of these specifications. These drawings shall
be complete and detailed. If approved by the Contracting officer each
copy of the drawings will be identified as having received'such approval
by being so stamped and dated. The Contractor shall make any corrections
required by the Contracting Officer. If the Contractor considers any
correction indicated on the drawings to constitute a change to the contract
drawings or specifications, notice as required under the clause entitled
"Changes" will be given to the Contracting Officer. Four sets of all
shop drawings will be retained by the Contracting Officer. and one set
will be returned to the Contractor. The approval of the drawings by the
Contracting Officer shall not be construed as a canplete check, but will
indicate only that the general method of construction and detailing is
satisfactory. Approval of such drawings will not relieve the Contractor
of the responsibility for any error which may exist as the Contractor shall
be responsible for dimensions and design of adequate connections, details,
and satisfactory -construction of all work.
9.1 Upon the 'letiori. cif the work under this contract, the
Contractor shall furnish two complete sets of prints of all shop drawings
as, finally approved. These drawings will show changes and revisions
.made up to the time the equipment is completed and accepted.
10. CERTIFICATES OF COMPLIANCE: Any certificates required for
demonstrating proof of compliance of materials with specification require-
ments shall be executed in quintuplicate._ Each certificate shall be
signed by an official authorized to certify in-behalf of 'the manufaq-
turfing cpany and shall `contain the name and ". address " of the Contractor,
the project name and location, and the quantity and date or dates of
shiprnent or delivery to which the certificates shall contain the name and
address of the testing laboratory and the date or dates of the tests to
which the report applies. Certification shall not be construed as reliev-
ing the Contractor from furnishing satisfactory material, if, after tests
are performed on selected samples, the material is found not to meet
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SPECIFICATION NO.
11.1 Five sets of full-size contract drawings and five
copies of specifications will be furnished the Contractor
without charge except applicable publications incorporated
into the Technical Provisions by reference.. The work shall
conform to the following contract drawings, all of which form
a part of these specifications and are available
STATINTL_ DRAWING.
NUMBER
TITLE
SHEET NUMBER
7003-77-100
Cover Sheet -
1 of 9
7003-77-101
Antenna Location
2 of 9
7003-77-102
Antenna Layout and Details
3 of 9
7003-77-103
Guy Anchorage and Tower Base
Details
4 of 9
7003-77-104
Erection Assembly - 1678 (3)
Wire Rhombic Tower With
Non-Hinged Base
7003-77-105
Erection Assembly - 2400 (3)
Wire Rhombic Tower With
Non-Hinged Base
7003-77-106
Erection.Diagram HAT 1678
Rhombic Antenna Support
7 of 9
7003-77-107
Erection Diagram HAT 2400
Rhombic Antenna Support
8 of 9
7003-77-108
Co-axial Cable Termination
9 of 9
11.2 omissions fran the drawings or specifications or the
misdescription of details of work which are manifestly necessary to.
carry out, the intent of the drawings and specifications, or which are
customarily performed, shall not relieve the Contractor from per-
forming . such omitted.. or...misdescrikbed _ details.. of.. the uvrk: but they
shall -be perforntd ; as f fully. ar d.. correctl~r set _forth ,and _described
in. the drawings and. specifications..
11.3 The Contractor shall check all drawings furnished him
immediately upon their receipt and shall promptly notify' the Contract:,
ing Officer of'any-discrepancies.Figures marked on drawings shall
in general be fo1Thwe3 'iri.-preference to?. scale .measurements. -Large
-scale drawings shall'in general. govern.small scale drawings. The
Contractor shall canpare all drawings and verify the figures before
laying out the work and will be responsible for any errors which might
hive b y n' &dati se 0 1A4tUPO& ( O.R( iO '18 24-8
at the site.
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 SPECIFICATION N9.
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12. AS-BUILT CONDITIONS: The Contractor will be
furnished with two extra sets of drawings, which he will main-
tain by marking in red on both sets all changes to contract draw-
ings which occur during construction. In the event such changes
are described by supplementary drawings, a copy of such draw-
ings shall be made a part of each "as-built" set. Appropriate
comments shall be made on applicable contract drawings, re-
ferring to the supplementary drawings. Upon completion of the.
contract, both sets shall be delivered to the Contracting Officer
prior to the submission of the final invoice.
13. COORDINATION OF MATERIALS: The Contractor
shall be responsible for coordination of optional construction
materials, as finally approved by the Contracting Officer with
structural design criteria, dimensions, clearances, modification.
.of supporting and adjoining construction and all other changes re-
quired because of the use of optional material.
14. PHYSICAL DATA: Information and data furnished or
referred to below are furnished for the Contractor's information.
However, it is expressly understood that the Government will not
be responsible for any interpretation or conclusion drawn there-
from by. the Contractor.
14, 1 The.physical conditions indicated. on the drawings and
.in the specifications are the result of site' irivestigafians by surveys,
which are shown on the drawings.
14.2 Weather Conditions:. Complete weather records and
reports may be obtained from the.U.' S. Weather Bureau. The*..
Contractor' shall . satisfy :himself a& to the hazards likely to arise
from weather conditions during.the construction period.
14' 3 Transportation Facilities Pa 'd-highways serve the
-area-adjacent to- the site of the work. The Contractor shall make
his own investigation of the condition of available public and post
roads and of clearances,. restrictions, and other limitations affect-
- ing fransportation and ingress ancr. egress at the site 'of the work.
. STATI
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 SPECIFICATION NO. STATINTL
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tor shall be responsible for furnishing to each employee and for
requiring each employee engaged on the work to display such
identification as may be approved and directed by the Contracting
Officer. All prescribed identification shall immediately be de-
livered to the Contracting Officer, for cancellation upon the release
of any employee. When required by the Contracting Officer the Con-
tractor shall obtain and submit fingerprints of all persons employed
or to be employed on the project.
16. REQUIRED INSURANCE: The Contractor shall procure
and maintain during the entire period of his performance under this
contract the following minimum insurance:
TYPE AMOUNT
Comprehensive General $100, 000 per person
Liability (Bodily Injury or Death) $300, 000 per accident
Motor Vehicle Liability (for each $ 50, 000 per person
motor vehicle)
Bodily Injury or Death $100, 000 per accident
Property Damage _ _.. :. $:. 5, 000 per accident.
16.1. Prior to the commencement of work hereunder, the
Contractor shall furnish the Contracting Officer a certificate or
written statement of the above required insurance. The policies
-evidencing require.d..insurance. shall contain an endorsement. to. the
.effect-that cancellation or any material change in the policies qd- -
-.versely affecting the. interests- of the Government in such insurance
-shall not be effective.until 30 days after written notice therEof. to
:the- Contracting. Officer.
16.2 The Contractor agrees to insert the substance of
this clause, including this paragraph 16. 2,. in all subcontracts
hereunder.
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 SPECIFICATION NO.
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STATINT
In accordance with the contract provisions, the Contractor shall,
within ten (10) days or as otherwise determined by the Contracting
Officer, submit for approval a practicable progress schedule. The
progress schedule shall be in the form of a chart graphically indi-
cating the sequence proposed to accomplish each work feature or
operation. The chart shall be prepared to show the starting and
completion dates of all work features on a linear horizontal time
scale beginning with date of Notice to Proceed and indicating calen-
dar days to completion. Each activity in the construction-shall be
represented by an arrow. The head to tail arrangement of arrows
shall flow from left to right. Each arrow representing an activity
shall be annotated to show the activity description and duration.
Contractor shall indicate on the chart the important work features
or operations that are critical to the timely overall completion of
the project. Key dates for such important work features and portions
of work features are milestone dates and shall be so indicated on the
chart. This schedule will be the medium through which the timeli-
ness of the Contractor's construction effort is appraised. When
changes are authorized that result in contract time extensions, Con-
tractor shall submit a modified chart for approval by the Contracting
Officer. The provision of the General Provisions with reference to
overtime, extra shifts, etc., may be invoked when the Contractor
fails to start or complete work features or portions of same by the
time indicated by the milestone dates on the approved progress
chart, or when it is apparent. to the Contracting Officer from the
Contractor's actual progress that these dates will not be. met:,.,.
Neither on this chart nor on the periodic charts which the Contrac-
tor is required to prepare and submit, as described in the General
Provisions, shall the actual progress to be entered include or re-
flect any materials which may be on the site, but are not yet installed
or incorporated in the work. For payment purposes only, . an allow-
ance will be made by the-Contracting Officer of 90 per cent of the in-
voiced cost of materials or equipment delivered to the site, but not
incorporated into the construction, pursuant to the General Provisions,
Payments to Contractor.
18. CONTRACTOR SUBMITTAL PROCEDURES (SHOP
DRAWINGS AND MATERIALS The Contractor shall submit to the
Contracting Officer, concurrently with the submission of the progress
chart, a schedule in five copies listing all items that he will submit to
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 SPECIFICATION NO. ?
the C
t
on
racting Officer for a r al r
Th~@rppr ~ 1: 9t5a~g ~d ~ ~t / th t~iing shho( Od wingsu4-8
manu-
facturers' literature, certificates of compliance, material samples
and guarantees. The Contractor shall coordinate the preparation
of this schedule with his progress chart to insure that the scheduled
dates for submittal of the various items for approval are sufficiently
early so as not to delay procurement for any item. The Contractor
shall allow a minimum of 30 days for review and approval action by
the Contracting Officer not including delays for any resubmissions
required. The schedule shall show each item, the contract require-
ment for the submittal, the date the Contractor intends to submit the
it
e
em, th
date the Contractor expects to receive approval and the
date he expects delivery of the item to the job site. Furnishing of
the schedule shall not be interpreted as relieving the Contractor of
his obligation to comply with all the specification requirements for
the items on the schedule. The Contractor shall re
i
nd
v
se a
update
the schedule as appropriate and furnish five copies to the Contracting
Officer for monitoring. Payment for materials incorporated into the
work will not be allowed if required approvals have not been obtained.
19. WARRANTY OF CONSTRUCTION:
19.1 In addition to any other warranties set out elsewhere
in this contract, the Contractor warrants that work performed under
this contract conforms to the contract requirements and is free of
any defect of equipment, ma terial or design furnished, or workman-
ship performed by the Contractor or any of his subcontractors or
suppliers. at any tier. Such warranty shall continue for a period of .
one year from the date of final acceptance of the work, but with
respect to any part of the work which the Government takes posses-
sion of prior to final acceptance, such warranty shall continue for a.
period of one year from the date the Government . takes possession.
Under this warranty, the. Contractor shall remedy at his own expense
any damage to Government owned or controlled real or personal..
property, when that damage is the result of th
C
e
ontractors failure
to conform to contract requirements or an
such d
f
t
e
y
e
ec
of
quipments
material, workmanship, or design. The Contractor shall also restore
any work damaged in fulfilling the terms of this clause. The Contrac-
torrs warranty with respect to work repaired or replaced hereunder
will run for one year from the date of such repair or replacement.
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 S P P E C FI TION NO,~ STATI
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writing within a reasonable time after the discovery of any
failure, defect, or damage.
19.3 Should the Contractor fail to remedy any failure,
defect, or damage, described in (19. 1) above within a reason-
able time after receipt of notice thereof, the Government shall
have the right to replace, repair, or otherwise remedy such
failure, defect, or damage at the Contractor's expense.
19.4 In addition to the other rights and remedies pro-
vided by this clause, all subcontractors', manufacturers', and
suppliers' warranties expressed or implied, respecting any
work materials shall, at the direction of the Government, be
enforced by the Contractor for the benefit of the Government.
In such case if the Contractor's warranty under (19. 1) above
has expired, any suit directed by the Government to enforce
a subcontractor's, manufacturer's or supplier's warranty
shall be at the expense of the Government. The Contractor
shall obtain any warranties which the subcontractors, manu-
facturers, or suppliers would give in normal commercial
practice.
19.5 If directed by the Contracting Officer, the Con-
tractor shall require any such warranties to be executed in
writing to the Government.
19, 6 Notwithstanding any other provision of this clause,
unless such a defect is caused by the negligence of the Contrac-
tor or his subcontractors or suppliers at any tier, the Contrac-
tor shall not be liable for the repair of any defects of material
or design furnished by the Government for the repair of any
damage which results from any such defect in Government'
furnished material or design.
19.7 The warranty specified herein shall not limit the
Government's rights under the Inspection and Acceptance clause
of this contract with respect to latent defects, gross mistake, or
fraud.
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20.1 The work will be under the general direction of the
Contracting Officer, who shall designate a Project Engineer, or
other representative of the Government, who except in connection
with the Disputes Clause shall be the authorized representative
of the Contracting Officer and under direction of the Contracting
Officer have complete charge of the work, and shall exercise full
supervision and general direction of the work, so far as it affects
the interest of the Government.
20.2 The provisions in this clause or elsewhere in this
contract regarding supervision, approval or direction by the Cozi-
tracting Officer or. the Project Engineer or action taken pursuant
thereto are not intended to and shall not relieve the Contractor of
responsibility for the accomplishment of the work either as re-
gards sufficiency or, the time of performance, except as expressly.
otherwise provided herein.
21. AVAILABILITY OF UTILITY SERVICE: All reason-
able required amounts of water, electricity, etc., will be made
available to'the Contractor by the Government' from existing system
outlets and supplies without cost to the Contractor. All temporary
lines will be furnished, installed, connected, and maintained by
the Contractor in a workmanlike manner satisfactory to the Con-.
tracting Officer and shall be removed by the Contractor in like
manner at his expense prior to final acceptance of the construction.
Power for electric welders is not available.
22, LAYOUT OF WORK: The Contractor shall layout his
work, as indicated on the drawings or in accordance with.approved
shop drawings, and shall-be responsible for all measurements in
connection therewith. The Contractor shall furnish, at his own ex-
pense, all stakes, equipment, tools and materials and labor as may
be required in laying out any part of the work. The Contractor will
be held responsible for the execution of the work to such lines and
grades as may be established or indicated by the Contracting Officer.
STATINTLJ
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 23 CU ITX RE UIREME S: T~buildings and/or
site w reR ce e 9fcJ ISM eta e1/pp~Qqc e Ionq220024-8
under strict security control. The Contractor agrees on behalf of
himself and all subcontractors that he will assign only U. S. citi-
zens to perform any services required under the terms of this con-
tract. Any person granted access to the facilities of this Govern-
ment installation in connection with performance of this contract
shall be subject to the Espionage or other Federal laws relating
to improper disclosure of classified information. If required,
any personnel who shall perform under the terms of this contract
may be subject to a security check and approval prior to the be-
ginning of any services. The Contractor agrees to furnish to the
Contracting Officer, as is necessary, biographic data and other
information as may be required for all such personnel and, will'
-cooperate in all security matters which may arise -relating to
this contract..
23.1 Publicity: The Contractor shall avoid all unnecessary ?
publicity in connection with this project, and shall in no case publish
or knowingly permit to be published any plan, specification, textural
description, or other information related to the project without
written approval of the Contracting Officer.
23.2 Access to the Site: Before any employees of the Con-
tractor or his subcontractor shall be permitted access to the site,
the Contractor shall furnish to the Contracting Officer for his ap-
proval . a? complete list in duplicate of the full names, permanent ad-
dresses, and place of birth of the employees who will have access
to the site. Said employees shall be U. S. citizens.
STATINTL. Security Forms shall be filled out and submitted
by the Contractor for each employee for whom access is requested.
Blank forms will be provided by the Contracting Officer. A copy
of the form is bound with-this Section of the Specification for the,
Contractor's information.
24.. FIRE, SAFETY, AND SANITARY REGULATIONS: The
Contractor shall familiarize himself with the fire, safety, and sani-
tary regulations of this installation. These. regulations will be fully
complied with at all times, and any workman not complying there-
with shall be. subject to dismissal.
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24.1 Head Protection: The entire work area under this
contract is designed as a hard hat area. The Contractor shall
post the area as per paragraph 07. C. 04, EM 385-1-1 and shall
insure that all Contractor personnel, vendors, and visitors util-
ize hard hats within the project area.
24.2 Latrine Facilities: The Contractor shall provide
latrines for the use of his. employees at such, locations as desig-
nated by the Contracting Officer.
25. EXISTING CONDITIONS AND EXTRA OBLIGATIONS
OF THE CONTRACTOR: The Contractor will be working around
existing buildings which are occupied. The Contractor and his
employees will not be allowed in some areas of the existing build-
ings without prior approval of the Contracting Officer. Proper
measures shall be taken to insure maximum safety and protection
for personnel and property. The Contractor shall use the site
designated by the Contracting Officer for storage of materials.
Regular working hours of job construction work are between the
ay
hours of 8:00 a. m. and 4:30 p.m. Iocal time, ai y, Monday
through Friday, inclusive, legal holidays excepted.
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 da.1 VuLa eS: 1LLLCi'LC.L"CLLCC 'ViLu Me SLaL1or UL111C1@5
(electrical, gas, sanitary sewers,. telephone, fire alarm and
sig'~~Sa~s~et@01-0~i~~Ri-o0?R'I 00220024-8
shall be scheduled until all necessary material for the work
involved during the outage is actually on the site and three (3)
days advance notice given. Work which necessitates an outage
of long duration shall be performed on Saturday, Sunday, or
after the normal working day.
25.2 ; Storm Protection: Should warnings of winds of
gale force or stronger be issued, the Contractor shall take
every practicable precaution to minimize danger to persons,
to the work, and to adjacent property. These precautions shall
include closing all openings; removing all loose material, tools
and/or equipment from exposed locations; and removing or se-
curing scaffolding and other temporary work.
. 25.3 Clean-up: The Contractor shall at all times keep
the premises free from accumulation of waste materials and other
debris caused by his. work. Upon completion of his work, the Con-
tractor shall remove all his tools and surplus materials from the
premises and shall leave the job and surrounding area "broom-
clean." The Government trash containers shall not be used by
the Contractor for removal of debris.
26. SCHEDULE OF PRICES: Upon receipt of a notice
of award, the Contractor shall prepare a detailed breakdown of
the contract price giving the quantities of the various kinds of
work and the unit and total prices therefor. The submission of
this breakdown will not affect the contract terms.
27. RELEASE: The Contractor and each assignee under
an assignment in effect at the time of final payment shall execute
and deliver at the time of and as a condition precedent to final
payment, a release in form and substance satisfactory to and
containing such exceptions as may be found appropriate by the
Contracting Officer, discharging the Government, its officers,
agents, and employees of and from liabilities, 'obligations and
claims arising under this contract.
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28. MINIMUM WAGE RATES AND OTHER LABOR STANDARDS: The
Contractor shall pay mechanics and laborers employed or
working directly upon the site of the work, wage rates not
less than those contained in the attached wage determination
decision of the Secretary of Labor No. 77-VA-451 dated 6/22/77.
29. SITE VISIT.: Arrangements for an inspection of
the site may be made by contacting the office of t STATINTL
Bidders are urged and expected to inspect the site where
services are to be performed and to satisfy themselves as
to all general and local conditions that may affect the cost
of performance of the contract, to the extent-such information
is reasonably obtainable. In no event will a failure to
inspect the site constitute grounds for withdrawal of a bid
after opening or for a claim after award of contract.
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BuIIDi C(KSTRtlCTTM
Air CorAitioning Mechanics
Brickle7ers
Cerponters
Carpet Mechanics
Dry Wall. Hangers
Electricians
Glaziers
Ironworkers
Laborers
Fainters, Bxu
ittex
Plumbers. and 8e
Rooters
Sheet yietal Workers
Tintck Drivers
Parer Equipment Operators
Backhoo
Crane
Front Erx3 T*der
Grader
Basic
Hourly
Rates
Fringe Benefits Payments
H&W
$6.25
8.75
6.19
6.10
6.00
8.oo .30
6.875
5.50
420
7.00
6.5
5.80
5.00
6.00
5.75
5.75
5.75
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Education
and/or
Appr. Tr.
P86-008QO R000100220024-8
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STATINTL
SUBJECT: Request for Access
The following data is furnished for your information. It is
requested that the undersigned be allowed access - for official.
business.
(Last)
(First) (Middle) . Social Security
Date of Birth:
Place of Birth:
City -. State - County
Citizenship:
Male ( ) Female ( )
Height:
Weight :
Color of Eyes:
Current Address:
Since:
Previous'Address:
From:
To
Previous Address:
Fros:
To
Military Service:.
Branch of Service:
Years:
Serial #:
From
Present Employer:
Ci ty :
STATINTL
STATINTL
STATINTL.
Zip:
Job Title: Supervisor's Name:;
Name & Location of last three employers and Dates of Employment:
Dates:
Dates:
Dates.,
Date:,
Signature:
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DIVISION 11 - TECHNICAL PROVISIONS
SECTION 1
GENERAL WORK REQUIREMENTS
1. GENERAL SCOPE OF WORK: The work to be performed by
the Contractor is the installation of a GFE Nested Rhombic
Transmitter Antenna System STATINT
STATINTL More specifically the work con-
sist of the installation of concrete foundations, erection of {
a GFE nested rhombic antenna, and the installation of GFE co-
axial cable, installation of GFE co-axial end fittings,
connection of existing compressed air system, 'to new co-axial
end fittings, ready for. testing and operations by others.
1.1 Buried co-axial cable, 1-5/8" in diameter, is to be
installed from the Transmitter Building to the newly constructed
antenna. This cable must be bedded in a 12" deep laver of sand
for proper cushioning and protection. The minimum depth of
burial is 24", measured from top of existing ground to the top
of the buried cable.
1.2 The Government will furnish to the Contractor one each
Nested:Rhombic Antenna System, complete to the best of the
Government's knowledge, including components, guylines, anchor
bolts and hardware, co-axial cable, and antenna wire. Notwith-
standing the above, the Contractor shall furnish all special
tools commonly used in the various construction trades, cement,
aggregate, fill material, etc., and all equipment for installation
of the antenna system.
1.3 The Government has erected a monumented true north
line on the construction site; location of this mark is shown
on drawing.
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STATINTL
1. GENERAL: The work in this section includes furnishing
all material, labor, and equipment and performing all work in
connection with excavation, filling, backfilling, and spreading
of surplus excavated material in accordance with these specifi-
cations and applicable drawings subject to the terms and con-
ditions of this contract.
2.1 Excavation:
a. Limits: Excavation shall be carried to such .
depths as indicated on the drawings. Over excavation shall be
backfilled with cohesionless material as approved by the
Project Officer.
b. Classification: Excavation shall be considered
as UNCLASSIFIED and shall include all materials encountered
regardless of nature. The soil conditions may be generally
described as to three or four feet of high plasticity index
clay overlaying a strata of relatively impervious shale of
undetermined thickness.
3. T:b:en(:h.ing: Trenches for co-axial cable shall have a
minimum depth of 30 inches beneath existing grade. Trenching
may be accomplished by mechanical or manual means; however,
it should be noted that the locations shown for existing under-
round co-axial and power lines are approximate an721 extreme
caution should be exercised in all trenching and excavation.
3.1 Surplus Materials: All reusable surplus excavated
materials shall be placed and spread on-site as directed. by
the Project Officer in the areaof construction. Unusable
excavated materials shall be disposed of off-site.
a. General: No backfilling operations shall commence
until the work to be covered has been approved by a representa-
tive of the Project Officer.
b. Material: Backfill material shall consist of
the material excavated or borrow material as approved by the
Project Officer except that the first 12 inches of backfill in
calbe trenches shall be sand.
c. Compaction: Backfill for antenna mast footings
and guy anchors shall be compacted to 90% of maximum dry
density. Backfill for cable trenches shall be hand tamped
and shall be mounded smoothly to a height of three inches above
the surrounding grade.
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SPECIFICATION NO. STATI TL
i
3.3 Grading:
a. General: Where existing elevations do not fall
within the recommended ground tolerances for the various masts,
the Contractor will perform such grading as required to meet the
specified limits.
b. Topsoil: Topsoil shall be stockpiled at the
work site. After achieving a rough finished grade within the
specified tolerances, the topsoil shall be spread evenly over
the disturbed surface and rolled.
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SPECIFICATION NO.
SECTION' 3
CONCRETE
1. GENERAL: The work in this section shall include
furnishing all material, labor and equipment and performing
all work in connection with concrete work in accordance with
these specifications and applicable drawings subject to the
terms of the contract..
l.1 Applicable Publications: Standards as set forth in
the ACI Standard Building Code Requirements Concrete, ACI 318-
71, shall be considered applicable to this contract except as
otherwise specified herein.
1.2 Materials:
a. Aggregate: Coarse and fine aggregate shall con-
form to ASTM C33-74a, Concrete Aggregates. Maximum coarse
aggregate size shall be 1-1/2
b. Water: Water shall be clean and free from
injurious amounts of oil, acid, alkali, organic matter and
other deleterious substances.
c. Cement: Portland cement shall conform to
Federal Specification SS-C-192g, type I or II.
d. Forms: Forms shall be wood, plywood, or metal
and shall be of the type and condition to provide a smooth
finish.
e. Admixtures; Concrete admixtures will not be
permitted.
1.3 Sampling and Testing:
a. Samples: Samples of all materials to be used
will be submitted to the Contracting Officer prior to incor-
poration in the work.
b. Tests: The Contractor shall take one set of
three concrete cylinders for test purposes from each days pour
of concrete. It shall be the Contractor's responsibility to
assure that the cylinders are made and cured in accordance
with applicalbe ASTM standards. The Contractor shall submit
the samples to an approved testing laboratory for breaking and
provide the Project Officer with a certification of the results
thereof. If the average strength of the cylinders falls below
the minimum specified, at the request of the Project Officer,
all of the concrete poured during the day the cylinders were
taken shall be removed and repoured.
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1.4 Design Strength, Measuring, Mixing and Placing:
a. Design Strength: All concrete shall have a
minimum. 30 day compressive strength of 2,500 pounds per
square inch.
b. Measuring: The water content of concrete
shall not exceed 7 U.S. gallons per 941b. sack of cement.
Proportions shall be determined by the trail batch method.
c. Mixing: Concrete may be ready mixed or mixed in
an approved batch mixer in accordance with ACI standards.
d. Placing: The Project officer shall be notified
24 hours,prior to placing of any concrete. Forms and pre-
pared subgrades shall be moistened but free of standing water
or debris.prior to placing concrete.
1.5 Finishing.:. Exposed concrete surfaces shall be
floated to a smooth finish free of laitance or standing
water. Steel trowelling is not required.
1.6 Curing and Stripping of Forms:
a. Curing: Exposed surfaces of concrete shall be
cured as recommended in the ACI code for 7 days after pouring.
Concrete may be moist cured, covered with waterproof paper
or treated with a membrane forming compound at the Contractor's
option. The curing method and materials selected shall be
approved by the Project Officer prior to pouring. Forms shall
remain in place for 7 days after pouring.
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SPECIFICATION NO.
1. SCOPE: The work in this section shall include fur-
nishing'all material (except GFE), labor, and equipment (except
GFE) and performing all work in connection with the assembly
and erection of antennas in accordance with these specifica-
tions and applicable drawings subject to the terms of the
contract.
1.1 Applicable Publications: The following publication
forms a part of this contract subject to the terms and con-
ditions of the specifications and drawings:
a. General Instructions For Installation And Assembly
Of Standard Penn-Tech Towers Insulated and Non-Insulated.
2. GENERAL: The antenna shown on the drawings shall be
erected in accordance with the above instruction manual for
this general type antenna and in accordance with the contract
drawings. Where discrepancies occur between the instruction
manual and these specifications or contract drawings, the
Project Officer should be notified prior to pursuing the work.
3. Erection of Nested Rhombic Antenna:
a. General: The nested rhombic antenna is comprised
of an inner (3) wire rhombic system approximately 70 feet high
and an outer (3) wire rhombic system nominally 160 feet high
as `shown on the drawings. The masts for the inner system
are H T!Type 1678 Penn-Tech and are to be erected in accordance
with'the drawings. The masts for the outer system are HAT.' Type
2400 Penn-Tech Towers and are to be erected in accordance with
the drawings. General instructions for installation and assembly
STATINTL are available at the - Engineer's Office.
b. Guy Wire: Back guy wires for the Type 2400 masts.
are non-insulated. All other guys are insulated at 20 feet
intervals.
c. Guy Anchors: Guy anchors are to be concrete
and with dimensions as shown..
d. Ground Elevations: Ground elevations may vary to
a maximum of five feet within the perimeter of the nested
rhombics. Where grading is required to meet the elevation
limitation, it shall be performed in accordance with section
,entitled "EARTHWORK".
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SPECIFICATION NO. STATINTL
e. Transmission Lines: Transmission lines shall be
direct burial co-axial cable.
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STATINTL
1. SCOPE: The work in this section shall include
furnishing all labor, equipment and performing all work in
connection with laying of underground co-axial cable in
accordance wtih these specifications and applicable drawings
subject to the terms of the contract.
2. MATERIAL:: All cable and fittings will be furnished
by the Government for installation by the Contractor.
3. INSTALLATION: The! new antenna is to have direct__'
burial co-axial cable as transmission line. Cable will be
run in a common trench generally as shown in the drawings
and described in the section entitled, EARTHWORK. Installa-
tion techniques shall conform to recommended procedures in
the installation manual. Cable shall have a six inch sand
bedding over the natural earth at the bottom of the trench
and a six inch sand cover between the top of the cable and
fill dirt. A three inch lateral layer of sand is to be
placed between the cable and the side of the trench. Where
multiple cable runs occur in one trench, cables shall have
a minimum of one inch lateral clearance.
4. TERMINATION: Cable shall be terminated inside
Building C-i as shown on the drawings. The Contractor
shall prepare cable ends and install co-axial cable end
fittings (to be supplied by the Government) for connection
to existing multi-coupler units. The Contractor shall also
install Government supplied pneumatic manifold and flexible
piping as shown.
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SPECIFICATION NO.
1. SCOPE: The work in this section shall include
furnishing all material, labor, and equipment and performing
all work in connection with the erection of baluns and resis-
tors in accordance with these specifications and applicable
drawings subject to the terms of the contract.
1.1 Applicable Publications: Standards as set forth
in the AT&T Specification for Wood Poles and Crossarms, AT-7312,
shall be considered applicable for wood poles and crossarms
used in this contract, except as otherwise specified herein.
Standards are set forth in Federal Specifications RR-F-163
shall be considered applicable for metal poles and clamps used
in this contract, except as otherwise specified herein. Standards
as set in Edison Electric Institute (EEI) specification TDJ-1,
TD-4, TDJ-10, and TD-11 shall be considered applicable for pole
line hardware used in this contract, except as otherwise specified
herein.
2 MATERIALS:
a.. Metal Poles (Contractor furnished) and Clamps
(Government furnished): Posts and clamps shall be galvanized
and shall conform to Specification RR-F-163. Posts and clamps shall be of the sizes and shapes indicated on the drawings,.
b,' Wood Poles and Crossarms (Contractor furnished): Poles'
.shall be butt treated Western Red Cedar or fully treated Southern
Yellow Pine and shall conform to AT&T Specification, AT-7312.
Crossarms shall be fully treated Southern Yellow Pine.. All poles
shall be Class 4 or 5.
c. Concrete: Concrete shall be Class A, using 1-1/2"
maximum size aggregate and shall be as specified in section:
"CONCRETE".
d. Pole-Line Hardware (Contractor furnished): Pole-line
hardware includes bolts, nuts, washers, eyebolts, clevises, and wire
connectors and shall conform to appropriate EEI Specification.
3. ERECTION: Baluns and terminating resistors shall be
erected as shown on drawing.
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STATINTL
1. SCOPE: The work in this section includes furnishing
all material, labor, and equipment and performing all work
in connection with inspection of the antenna system in
accordance with these specifications and applicable drawings
subject to the terms of the contract.
2. GENERAL: The Contractor shall provide at the site
such technically qualified personnel as required to insure
that the specifications and instruction manuals are followed
during the erection phase.
3. INSPECTION:' The Contractor shall provide to the
Project Officer in writing, a copy of final tension values
for all guys on the antenna system. Contractor shall insure
a proper and safe installation and strictly adhere to the
requirements as described in the "General Instructions for
Installation and Assembly" and drawings regarding torquing
requirements, tower plumbness and guy tensioning.
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STATINTLI
SECTION 8
CLEAN-UP
1. SCOPE: The work in this section shall include
furnishing all material, labor, and equipment and performing
all work in connection with restoring the site of the work
to its original condition in accordance wtih these specifica-
tions and applicable drawings subject to the terms of the
contract.
2. GRADING: Where the existing grades at the site have
been disturbed by the construction work, they shall be
regraded and smoothed to original conditions. Where fill
earth is required, it shall be approved by the Project Officer-
prior to use. Existing grass cover disturbed by the construction
need not be reseeded. However, grading shall be accomplished
to enhance the growth of natural, ground cover.
3. SURPLUS MATERIAL: All surplus construction materials.
shall be removed from the site.
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