(Sanitized)(Sanitized) FINAL SPECIFCATIONS FOR THE CONSTRUCTION OF A POWER HOUSE BUILDING LOCATED AT (Sanitized)

• Document Type: CREST
• Collection: General CIA Records
• Document Number (FOIA) /ESDN (CREST): CIA-RDP78-06505A000800090008-2
• Release Decision: RIPPUB
• Original Classification: K
• Document Page Count: 7
• Document Creation Date: December 9, 2016
• Document Release Date: April 18, 2001
• Sequence Number: 8
• Content Type: REGULATION

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Approved For Release 2001/05/11: CIA-RDP78-06505A0008000WO08-2
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Final Specifications for the construction of
a Power House orated at
STATINTL
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 'Approved For Release 20005111 : CIA-RDP78-06505A000800090008-2
3P # C I F I C A T I 0 N S
1. PROJECT
a) Construction of a Power House building 61' long 25'8" wide
and 13' 8" high ( all outside dimensions). This building will
be connected with the present Power House as indicated on the
drawing # 102.2 (attached).
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b) Modification of the existing Power House.
2. IA ACS TION
3. GENERLL
These specifications supplement the general conditions and
shall form a part of the contract and all subcontracts.
~. IUUUTION OF THE SITE
The Contractor shall visit the site of the work and thoroughly
familiarize himself with all existing conditions before submitting
his bid. No increase in cost or extension in performance time
will be considered for failure to know the site conditions.
5. STORAGE OF MATERIAL
The 'supervisor of the construction will assign to the Contractor
allowable areas for the storage of material and use by the workmen,
and the Contractor shall keep his material and equipment strictly
within the limits assigned to him. Material shall be stored so as
to cause no obstructions. The Contractor shall keep the responsibility
for protecting his material and equipment.
6. LIGHT WATER, POWER
The Contractor may use water and power from the existing
buildings. Any temporary lighting, power, and water service required
for eonstructio$ purposes, shall be removed by the contractor at
the completion of the work.
7. SANITART FAC LIB
The Contractor shall keep the toilet room, which shall be
assigned to him to be used by his workmen, clean and in sanitary
condition.
8. M ML OF SURPLUS TRIAL
At the completion of the work the contractor shall remove all
equipment, surplus material construction, debris, and rubbish of
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ovey sort, and leave the premises in clean, neat and orderly
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9. SECURIT! CHECK AND WORKING HOURS
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obliged to give at the office of the
,the names of the workers
th
is projccgq
b) The work will start as soon as security check is received.
c) Names which are not listed on the above mentioned list will
not be allowed for entry unless the Contractor asks approval at
least one week in advance.
d) All the workers will stop at the main gate where they will
take a special pass for entry which will be turned back to the
guard when they leave the area.
c) Working hours will be set from 07.30 to 16.30, Monday through
Saturday.
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CONS T RU CT 10 NS
1. EXAVATION. FILLING AND BACK FILLING FOR BUILDING CONSTRiJ__ CTION
Excavation shall be performed according to the dimensions
indicated on approved drawings. The surface shall be graded
accurately according to the drawings so that the dimension will
not be less than specified. Excavation products shall be used
to fill the differences in elevation on floors, surplus material
shall be moved away.
U. CO_
1. Applicable Codes
a for design and construction of reinformcd
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Manufactured by
b) The proportion of Materials to be used shall be as followss
0.84 113 of gravel
0.42 M3 of sand and
300 kgs of cement
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concrete dated 18 February 1954)
b) American Concrete Institute Code ( 31 August 1956)
2. MLTER TA rs OF CO EGRETS
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c) Mixing shall be accomplished by a mechanical mixer.
Concrete shall be compacted my mechanical vibrators.
Before placing concrete, the reinforcement shall be checked
by supervisor and all embedded items shall be located..
Forme shall be wetted and oiled prior to placing of concrete.
COUJMNS A1N_BEAMd
The building will be supported by 14 reinforcing columns
size 30 cm x 30 cm. ( footing 1 m x 1 m). Al], columns will
be connected with reinforcing beam size 30 cm x 60 cm
(drawing No. 102-4)
U
Concrete strip 20 cm. thick by 30 cm wide shall be placed
as support foundation of the main walls.
FOMS
5?
Forms shall be Of such design and construction as to be
able to carry safely the weight of the concrete, to resist
the stresses of placing and vibrating without any leakage
or deformation. They should be true to line and level and
shall conform exactly to dimensions of the drawings. Forms
shall be removed only with the approval of the supervisor.
III. CONCF , r CKS
a) Concrete blocks shall be used for the construction of the
exteriors walls and inside partition walls, standard size
38 cm x 18 cm x 18 cm.
IV. RT
Mortar for concrete block walls shall be composed of one
part cement, one part hydrated lime and 2.5 parts of clean
sand, all proportions by volume. First layer of mortar for
plaster work shall be cement mortar composed of one part of
cement and three parts of rough sand.
V. FIDO
a) Gravel 5 cm thick shall be used for the floor sub-base.
Plain concrete 4" thick shill bused for the floor with
terrazo top. Floor shall be lo *d and smooth.
b) New floor and existing floor shall be at the same level.
Ti. ROOT
Approved FC0
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0?a80988f2 slab daring
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the construction. Before application of the water proofing
material, all holes, points and cracks shall be filled flush
with cement mortar and high spots shall be ground smooth.
l
Five openings 8" diameter for the exhaust of the generators
shall be provided as per the instruction of the supervisor
of the construction.
VII. WATERPROOFING
Water proofing shall be asphalt, two coats of which shall
be given to the roof slab.
Surfaces to receive waterproofing shall be clean and dry
before waterproofing is applied. The surfaces to be covered
shall be carefully swept to remove all foreign matter and
will be inspected by the supervisor. A layer of sand shall be spread
on the top of the asphalt coat.
VIII. FLOOR TRENCHER
Floor trenches 12" wide 12" deep as are indicated on the
drawing ( No. 102-3) shall be constructed with finish cement
coat. Trenches will be covered with steel plates 1/8" thick.
Metal lip on edge of trench.
IX. PLASTERING
a) All the walls inside and outside will be plastered to match
in appearance with the existing Power House.
b) Walls will be plastered and finished with marble dust.
I. GEYSR&TOR BASES
Five concrete bases shall be constructed size 10" long
4' wide and 1' 8" depth. Top of base will be flush with the
floor level, 1/2" opening around the base which will be filled
with tar or cork. Mounting bolts will be installed as per the
instructions of the supervisor of the construction. Location
of the bases as indicated at drawing No.(102-2)
XI. QPENI i(
Five openings 6' x 8' shall be placed on the long right side
of the building. ThLw openings will be covered with decorative
blocks as indicated on the drawing No. (102-1).
III. LOUVRES
Steel louvres shall be placed in as indicated in the
approved drawings No. (102-3).
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XIII. STEEL DOORS
Two steel doors rolling typo with vertical and horizontal
steel frame commercial grades by 120 mm covered both sides
with sheet metal 2 mm thickness. Size of doors 9' x 8' 3""
z 1" Door shall accurately fit respective frames and shall
roll freely without springing or binding. Bound installation
will be provided.
uv. LiaE1s
Concrete bean shall be used for li ntay with 4 bare 6 an
diaadcr. The length of the lintels shall be 20 cm longer
I from each side of the vindow or door openings and shall be
equal to the vi dth of the walls.
V. ' A CO$GMTE PAOTSCTI011 OF THE WALLS
Gutters will be installed to protect the building from
raining water and concrete strip 10 cm thick 30 cm wide shall
be placed aroung the building to protect the outside walls
of the building.
Zvi. WIMM?2
Two windows shall be placed in control room size 5' x, 4'
with} double glasses and wooden frame.
XVII. W)DIFICLTION OF THE RTING PCMIER HOUS1!
All the existing generator bases shall be broken off and
the floor level shall be smooth and level with the now floor.
ZVIII. PAINTING
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No painting will be done by the Contractor.
IVII.
? Lights will be installed
ZI.
1) Protection of Trees
The Contractor shall give special instructions to his workers
for the protection of trees and shrubs during the construction.
2) Inepcction
All the work covered by this agreement shall be performed under
the direct supervision of the Contracting Officer or his repres-
entative, properly designated by.him, hereinafter rcfmrred to as
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the supervising officer gza. The presence oL absence of the Supervising
officer from the project in no way releases the Contractor from any
of his obligations.
3) Time of Comol cti on of the York
The Contractor undertakes the responsibility to complete the work
within 100 calendar days from the effective date of this project
(agreement).
4). Penalty
In the event all above stated work is not completed within the
agreed period of time stated above and the delay is the responsibility
of the contractor, then the contractor is subject to a penalty of
per day for each day of delay after the
termination e o c agreement. STATINTL
5) Partial Pavmcn s
In consideration of all work under this agreement, the American
, agrees to pay the Contractor a total o
n the following amounts:
20% on acceptance of this agreement
10% when excavation, foundation, column footings, arc completed
30% when skeleton bailding is completed
20% after the completion of the walls, windows, doors and
concrete floor.
20% upon completion.
6) Quaranter,
All work under this contract is guaranteed for a period of five
years and the Contractor will be obliged to repair any defects at his
own expense, provided however that such defects are not caused by
fault or negligence of the and ita *tployces.
ppa~te Contracting Officer
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