Page 226
p (21)
Item | Details of Works | Quantity & Unit | Price | Amount
| | | | Fils Dinar
29 | Reinforced concrete in a ratio of 1 - 2 - 4 for foundations according to the maps issued or to be issued by the specialized engineer. | ⟦12000⟧ | 125 | 17069
30 | Painting with Snowcem three coats in a very good manner. | ⟦500⟧ m2 | 060 | 15000
31 | Excavation and construction of a complete cesspit with a depth of no less than -/3 meters and a bottom diameter of -/3 m, built with good bricks and clay | | |
32 | Mosaic steps for the stairs (according to the design provided by the specialized ⟦engineer⟧) Precast. | ⟦9⟧ m2 | 500 | 4050
33 | Entrance door of teak wood (with the design provided by the specialized engineer) and the frame size shall be 6" x 3". | ⟦7⟧ ft2 | 500 | 08050
34 | Hooks for ceiling fans, of excellent type. | Qty 54 | 250 | 013500
35 | Jack arching (Aqqada) with bricks and gypsum, provided that the gypsum is of the new hot type and the bricks are of excellent type. | ⟦70⟧ m2 | 700 | 049000
36 | Steel beams (I-beams) and incline, of English or Belgian type, new blue color, free of rust, and of the size required by necessity. | Ton | 65/000 | 120000
37 | Independent 4" size English gully with fixing and cover. | | |
38 | Partitions with bricks and cement, cement mix 1 : 4. | ⟦20⟧ m2 | 750 | 015000
39 | Painting with ⟦Dry Distemper⟧ of excellent type and not mixed with plaster of Paris. | ⟦500⟧ m2 | 070 | 35000
19629 875
⟦(2000)⟧
⟦(70) ft⟧
Ornamental Iron
Page 227
Item | Work Details | Quantity | Price | Amount | Fils Dinar
40 | Rolling doors for shops | 2,100 m2 | 1,500 | 3 | 150
41 | Reinforced concrete for column footings underground with formwork, mixing ratio 1-2-4 | 3,300 m3 | 16/000 | 52 | 800
42 | Reinforced concrete from formwork for rings up to ground level, ratio 1-2-4 | 3,650 m3 | 18/000 | 65 | 700
43 | Casting polished concrete with a thickness of 15 cm, ratio 1-2-4 | 2,100 m2 | 0,700 | 1 | 470
44 | Steps of polished concrete for the stairs, ratio 1-2-4 | ⟦illegible⟧ | 0,750 | ⟦illegible⟧ | 750
45 | Encasement of sewage pipes with concrete, ratio 1-2-4 | 45 l.m. | 0,350 | 15 | 750
46 | Cement slurry under gypsum plaster, ratio 1-1 | 2,350 m2 | 0,050 | 117 | 500
47 | Iron-pointing (makwa type) with cement | 2,220 | 0,100 | 222 | 000
48 | Brickwork with cement 1-4 | 3,100 m3 | 4/500 | 13 | 950
49 | Glass brick construction in walls | 50 ft2 | 0,850 | 42 | 500
50 | Coping (Sarboush) according to drawings | 35 l.m. | 6/000 | 210 | 000
51 | Cement rendering for skirtings | 350 l.m. | 0,300 | 105 | 000
52 | Electrical installations including boards, main switch, fuses ... etc | Lump sum | 75/000 | 75 | 000
53 | Leveling the ground, demolishing existing structure, and removing all debris after the committee takes what it wants from said debris | Lump sum | 50/000 | 50 | 000
54 | Security, water supply, payment of expenses, and providing electricity if needed and paying all expenses | Lump sum | 50/000 | 50 | 000
55 | Cleaning the building, wiping the glass, and making it complete in all respects | Lump sum | 10/000 | 10 | 000
56 | Laying pipes for fresh water and sewage, including elbows, joints, tees, and everything the work requires | ⟦blank⟧ | ⟦blank⟧ | ⟦blank⟧ | ⟦blank⟧
57 | Galvanized pipes 2-inch diameter for joint water 15 l.m. | ⟦blank⟧ | 0,750 | 11 | 250
19629 875
22209 825
For the screens
Page 228
Item | Work Details | Quantity | Price | Amount Fils Dinar
b | Galvanized pipes with 1 inch diameter | 5/0 m.p. | 0.500 | 825 22209
c | = 3/4 = = | 45/0 m.p. | 0.400 | 500 22
d | = 1/2 = = | 50/0 m.p. | 0.250 | 500 18
e | 1 inch lock | 2 units | 0.600 | 200 12
f | = 3/4 = = | 2 units | 0.500 | 1000 1
g | = 1/2 = = | 2 units | 0.250 | 500 1
| Cast iron pipes 4 inch diameter | 30/0 m.p. | 2.000 | 000 60
| 3 inch diameter pipe (iron) | 13/0 m.p. | 1.250 | 250 16
| | | | 725 22341
Page 229
p. ( 22 )
Carried over from the previous page
⟦line⟧
Fils | Dinar |
775 | 22241 |
| | % to be deducted from all prices (if the bidder so desires)
088 | 1117 | 5% contingency amount to be added, which may not be spent or spent
| | by order of the administrative committee ( Contingencies. )
863 | 23358 |
Twenty-three thousand, three hundred fifty-eight dinars and eight hundred sixty-three
fils
Grand Total
Foreman Taha Mohammad
Page 235
6.00
25.30.
15.85.
25.61
C1
C2
C3
C4
C5
C10
3.50
3.50
3.50
3.50
3.50
32.30
4.00
4.00
4.00
4.00
4.00
1.25
Ground Floor
Site No:
DRG NO.: Ground Floor.
SK: Key Plan.
R.C. Columns
Scale: 1:100
Date: 4/62.
Page 237
Glass Bricks
Glass ⟦Bricks⟧
Glass Bricks
DN
DN
Balcony
Balcony
FIRST FLOOR PLAN
D.R.C. No.
Date 1/4/62
S.R.
Scale 1/100
Page 239
.60
.40
2.15
Foundation Footings S₁
1/4" φ ties at 20cc
.30
.50
6 nos. 5/8" φ
Tie Beam.
2.15
2.15
.60
.50
17 nos. 5/8" φ Each Way
12 nos. 5/8" φ Longway
17 nos. 5/8" φ Shortway
⟦.60⟧
⟦.50⟧
⟦2.15⟧
3"x3" Angle Iron
.25 .25
1" T Iron
Steel Framework to Cap Light Shaft.
Glazed with 6 mm Reinforced Glass.
Site No
PRG No. SK
R.C. Founds. Footings
+ R.C. Pedestals
+ Tie Beams
Scale 1:33 + 1:4
Date
Page 241
25.30
6.00
15.85
25.61
S1
S2
1.60
3.50
3.50
2.15
2.45
4.00
Site No:
DRG No: Foundation Key Plan.
SK.: R.C. Footings, Pedestals & Tie Beams.
Scale: 1:100.
Date: ⟦1/4/62.⟧
Page 243
25.30
6.00
15.85
25.61
32.30
4.00
3.50
3.50
1.00
1.25
B1
B2
B'
B
P1
E1
⟦illegible⟧
1st. Floor & Ground Floor Key Plan.
R.C. Beams, Slabs & Balcony
Scale 1:100
Site: Date: 4/62 DRC NO. SK.
Page 245
25.30
6.00
15.85
25.61
32.30
C1
C4
⟦illegible⟧
1st. Floor. Key Plan for Columns.
Scale 1:100.
DRG N:: SK.
Site:
Date: 14/62
Page 247
R. C. Slab.
3/8" ϕ @ .25 Temp Reinf
1/2 ϕ @ .11 cc. Main Reinf
2. 1/2" ϕ
stirrups @ .20
5 nos | 7 st.
at .10 | @ .05
2. 1/2 ϕ
3/8" ϕ stirrups
8 - 5/8" ϕ
B1
B2 Same but with section = .50 x .25
Sectional Details of Columns.
Ground Floor
Ties 1/4" @ .20 cc
Ties 1/4" at .20 cc
Ties 1/4" @ .20 cc.
Ties 1/4" @ .20 cc
6 - 5/8" ϕ
6 - 5/8" ϕ
6 - 5/8" ϕ
6 - 5/8" ϕ.
C1
C2
C4
First Floor.
Ties 1/4" @ .20 cc
Ties 1/4" @ .20 cc
4 - 5/8" ϕ
4 - 5/8" ϕ
C1
C4
Site No:
DRG NO SK.: R.C. Roof Slab beams + Columns
Date: 14/62.
Scale: 1:25 1:20
Page 249
Secret tender for construction
on land numbered ⟦line⟧ District ⟦line⟧
Contract Form
⟦line⟧
This contract was concluded between the Presidency of the Administrative Committee for Iraqi Jews in Baghdad
(hereinafter referred to as the Committee).
And between ⟦Salman Yahya al-Janabi⟧ hereinafter referred to as the Contractor who stated
⟦and Hamad Hakim al-Amiri⟧
for the purpose of this contract having a premises in ⟦Murjan Building, 5th Floor⟧ and at this address
⟦Baghdad⟧
Registered letters sent to him or notices and orders delivered to him by hand
and instructions shall be considered valid direction and delivery.
The Engineer or Engineers ⟦-⟧ The engineer who carries out this contract
on behalf of the Committee is Engineer Saleh Youssef or any other engineer or engineers
appointed by the Committee in writing in this capacity, and the Contractor shall be notified of their names to implement the work provided
for in this contract. The Contractor has also hereby agreed to provide - according to -
the provisions and conditions contained therein and in the specifications, schedule of prices and maps - the construction materials
stipulated in the general conditions and all workers, machinery, equipment, tools, instruments,
tools, scaffolding, guards and everything that is necessary or may be necessary in the works
and services covered by this contract and their complete completion to the highest degree of perfection
and workmanship in the execution of ( ⟦illegible⟧ )
The Contractor acknowledged that he has visited the work site and has fully, accurately and precisely inspected
all the maps and the work to be performed under this contract.
He has also inspected the work site and the location for storing construction materials and water installations.
The Contractor agrees to undertake the construction of the mentioned building according to the relevant maps
issued and which may be issued by the supervising engineer in the future, the schedule of works,
prices, general conditions and technical specifications complete in all respects and that is according to
the measurements and according to the prices set by the nominated contractor. (250)
The Contractor also undertakes to complete this work within a period of ⟦two hundred and fifty⟧ days starting
from the date of signing the contract.
Handed over the mentioned book paper
Signature /
President of the Administrative Committee for Iraqi Jews
in Baghdad
Witness ⟦line⟧ Date ⟦line⟧
Signature / The Contractor Mr. ⟦Salman Yahya al-Janabi⟧
Witness ⟦line⟧ Date ⟦line⟧ ⟦and Hamad Hakim al-Amiri⟧
⟦signature⟧
Page 250
- 1 -
Secret Tender for the construction of
on the land numbered ⟦illegible⟧
in the neighborhood of
General Conditions
⟦line⟧
1 - The bidder must provide cash security amounting to 5% five percent, and it is permitted to provide
this security in the form of a letter of guarantee from one of the recognized banks to the
Head of the Administrative Committee for Iraqi Jews in Baghdad; checks will not be accepted at all.
2 - The bidder must submit the contract documents in a sealed envelope at or before 12:00 PM
on the day corresponding to / / 196 to the Presidency of the Mosaic Community in Baghdad
provided that it is written on the envelope (Secret tender for the construction of ⟦illegible⟧
⟦illegible⟧)
3 - The committee reserves the right not to accept the lowest-priced tenders and has the right to reject any
tender without giving reasons for doing so.
4 - Any tender not submitted at the specified time in paragraph (2) above or not accompanied
by the stipulated security will be subject to neglect.
5 - The supervising engineer has the right to exchange maps and quantities as he deems appropriate
and the contractor has no right to object to this. Excess and deficient quantities shall be priced
according to the contractor's price in the bill of quantities and prices, as the quantities existing
in this contract are approximate quantities subject to increase and decrease.
6 - If the contractor delays in completing the work within the period specified by him, he must
pay five Dinars (5/- Dinars) daily to the Administrative Committee in Baghdad, and
any objection submitted by the contractor for his delay in the work will be rejected; these
compensations shall be deducted from his entitlements or his security.
7 - When the quality of any material listed in the bill of quantities is not mentioned, the supervising
engineer alone shall be responsible for selecting it as he deems appropriate, and the contractor has
no right to object to that whatsoever.
8 - The contractor must state the period he needs to complete the work, and this period
- to be continued -
⟦signature⟧