AI English Translation, Pages 251-275
p. (6)
⟦1387/500⟧
⟦612/500⟧
Item | Work Details | Quantity & Unit | Price | Amount Fils | Amount Dinar
4 | Brickwork with cement ⟦his work⟧
⟦line⟧
The bricks shall be of the hard-burnt type
and the construction shall be done with cement mortar and Habbaniyah
sand in a ratio of 1 - 4. It is not permitted to use
broken or used bricks. The hard-burnt bricks
must be immersed in water before construction
for a sufficient period of not less than six hours, and all
vertical and horizontal joints must be filled
with cement mortar. The process of spraying the walls
with water shall continue for a period of not less than seven days.
The price includes everything mentioned above in an
accurate and excellent manner. (The Community Engineer
has the right to reject any part of the construction
that he does not see as conforming to technical conditions
or due to its salt content). | ⟦925 m3⟧ | ⟦1/500⟧ | ⟦500⟧ | ⟦1387⟧
5 | Damp-proof concrete with Silocrete
with a thickness of 3 inches for walls.
⟦line⟧
The mixing ratio shall be 1: 2: 4 of cement,
Habbaniyah sand, and washed river gravel
graded in size from
3/4 and below, and the ratio of
Silocrete shall be 1 - 10 of the amount of water
necessary for making the concrete. The price includes
the necessary wooden formwork. | ⟦495 m2⟧ | ⟦-/450⟧ | ⟦750⟧ | ⟦222⟧
6 | Damp-proof plastering with Silocrete
with a thickness of 1" for walls.
⟦line⟧
The mix ratio shall be 1 - 3 of cement
and Habbaniyah sand, and the Silocrete ratio shall be
1 - 8 of the amount of water required for the mix | | | |
⟦222/750⟧
⟦illegible⟧
⟦illegible⟧
p ( 10 )
Item | Work Details | Quantity & Unit | Price | Amount
| | | Fils | Dinar
| Continuation of Item - 6 - | ⟦illegible⟧ | ⟦illegible⟧ | ⟦illegible⟧
| The level of this damp-proof course is located | | |
| at a height of five courses above the first concrete | | |
| damp-proof course, and the spacing between the first | | |
| and second damp-proof courses shall be cement masonry at a ratio of 1 = 4 | | |
- 7 | Pouring concrete under the tiles with a thickness of 5 cm. | 700 m2 | ⟦illegible⟧ | ⟦illegible⟧
| The concrete shall be at a ratio of 1 = 3 = 6 cement | | |
| from Habbaniya sand and river gravel | | |
| and the concrete shall be mixed with Silocrete | | |
| as stated in Item ( 5 ). | | |
- 8 | Masonry with bricks and gypsum ⟦illegible⟧ | 375 m3 | ⟦illegible⟧ | ⟦illegible⟧
| The bricks shall be of the white type | | |
| produced by the Building Materials Company | | |
| or from any company chosen by | | |
| the Engineer, provided that the bricks are | | |
| of the best types available in the | | |
| markets, and the gypsum must be freshly burned | | |
| and produced by mechanical factories | | |
| and the Engineer has the right to reject the gypsum | | |
| if he deems it is not of excellent quality | | |
| Likewise, if it becomes clear to the supervising Engineer | | |
| from the authority that a part of the gypsum | | |
| has been damaged as a result of that, then the | | |
| Contractor must remove it from the work site | | |
| and not use it for any purpose | | |
| of the construction purposes. | | |
- 9 | Filling works for floors with soil | 200 m3 | ⟦illegible⟧ | ⟦illegible⟧
| Filling operations are carried out in layers with a thickness | | |
| not exceeding 20 cm and are to be well compacted | | |
- To be continued -
p. ( 11 )
Item | Work Details | Quantity and Unit | Price | Amount
| | | | Fils Dinar
⟦illegible⟧
2254/750
Continued from Item Nine
with iron rammers and saturated with water sufficiently
to ensure no settling of the floors, provided that
the soil is clean and free of stones,
and the measurement shall be net, so the contractor must calculate
the shrinkage ratio after ramming.
10 - Reinforced concrete works for roofs, columns,
beams, stairs, balconies ... etc.
The mixing ratio shall be 1:2:4 of cement,
Habbaniya sand, and washed river gravel
graded in size from 3/4" and below,
and the reinforcing bars shall be according to
the measurements and dimensions in the relevant maps.
The price includes the necessary wooden formwork,
and the reinforced concrete must be sprayed for a period of no less
than ten continuous days. The formwork for vertical
pours must not be opened before the passage
of 48 hours after pouring, and ten days
for horizontal pours. The strength and durability
of the formwork must be ensured as the contractor is
solely responsible for that. If the resulting
pours are not in accordance with the maps
or engineering art and construction principles, the contractor
shall then be responsible for repairing them or
removing and re-pouring them as ⟦illegible⟧ necessity
requires.
22/0224606
11120/03
and shop awnings and window surrounds
11 - Bitumen and Insulation Works
a - A layer of bitumen not less than 3/8"
thick is placed directly on the roof first,
extending up the parapet walls to a height
of 8 inches, provided that the bitumen is of
715/000 m2 | 512/500
p. ( 13 )
Item | Details of Works | Quantity and Unit | Price | Amount
| | | Fils | Dinar
126.7/250
Continued Item - 11 -
⟦line⟧
The best types of local bitumen, and adding
an amount of 10 percent of liquid bitumen
during the bitumen heating process. It is not permissible to use
black oil at all in the bitumen, noting that
the bitumen layers on surfaces should overlap by 4 cm
at least over each other.
B -- Sloping the surfaces with fine soil whose
fineness matches Al-Habbaniyah sand, otherwise
the supervising engineer may reject it.
Sloping works are carried out by placing the soil
in layers not exceeding 5 cm, slightly moistened
with water and compacted with hand rammers provided
that the average thickness of the slope is 10 cm
in the middle and 15 cm near the parapets.
C -- Bitumen coating the surfaces again with a layer of
thickness not less than 3/8", noting what was mentioned
in the above paragraph.
12 -- Rainwater Pipes
The pipes shall be made of cast iron with a diameter of 4
inches, and each pipe includes an elbow at the
roof and a base of cast iron or concrete
at the bottom. The elbow must be connected
via a small pipe piece to the
concrete basin on the roof, which
must have dimensions of 30 cm by
30 cm by 20 cm, provided that the
basin surface is at the level of the flashing, and the
concrete ratio is 1 - 2 - 4 with Silocrete material
as described with the damp-proof course.
13 -- Gypsum plastering for internal walls
The joints are first cleaned thoroughly between the bricks,
then plastered afterwards with fermented gypsum
of excellent quality in a layer not less than 1/2
inch thick, provided the gypsum is from the factory
of Qanbar Agha or the Iraqi Building Materials
Company - First Grade -- and the final
plaster surface must be smooth and perfectly
level, and the corners regularly rounded.
⟦illegible⟧
1/250 m.l.
20000 cm2
126/250
p. ( 13 )
Item | Details of Works | Quantity and Unit | Price | Amount
Item Details of Works Quantity and Unit Price Amount
Fils Dinar
⟦line⟧
⟦14786/250⟧
Continuation of Item ( 13 )
⟦line⟧
The two layers of plaster shall be of Mahda Qambar
Agha plaster, and Al-Suad plaster shall not be used at all,
neither in construction nor in whitening.
14 Cement plastering for the exterior faces of the building
The joints shall first be cleaned well between
the bricks, then sprayed with water and splashed with cement
slurry, and then plastered with cement and Habbaniya
sand in a ratio of 1:3 and with a thickness of no less than
3/4", provided that the plastering is done using rulers
and a plumb line, and that the plaster surfaces are level
and perfectly smooth.
500 m2 | ⟦0/375⟧ | 187/500
15 Iron windows and ventilators work
⟦line⟧
The windows and ventilators shall be as shown
in the blueprints, manufactured by the Iraqi Engineering
Products Company, and all windows must be equipped
with a handle and a slide.
All windows must be fixed with 5/8"
rebar, and fly-proof mesh must be fixed over all
windows from the outside. They must also be
fitted with 2mm glass fixed with
English putty, supplied in sealed barrels
to the work site. The windows shall be
according to the designs and sizes provided by
the engineer.
300 m2 | ⟦0/750⟧ | 225/000
16 Iron doors
⟦line⟧
The doors shall be made of iron according to
the measurements and dimensions in the relevant blueprints,
provided that the frames are angle iron.
250 m2 | 1/000 | 250/000
Page 14
Paragraph | Work Details | Quantity and Unit | Price | Amount
| 3 by 3 by 1/4 fixed well into the walls, and the leaves are angle iron 2 by 2 by 1/4 and iron plate from the outside 1/8 thick, provided the doors are equipped with foreign locks and handles. The doors shall be plated on both sides. Unless the doors are made of iron and glass, in which case the glass division shall be according to the maps or instructions provided by the specialized engineer. | | | ⟦106/750⟧
17 | Wooden Doors
The frames shall be made of good Swedish pine wood, free of knots and cracks, according to the dimensions and measurements in the relevant maps, provided the frames are 2 by 6 and the leaves are 2, pressed on both sides with the finest types of plywood, provided the doors are equipped with handles and hidden locks with two keys of the finest foreign types available in the local markets. | ⟦290 m2⟧ | ⟦4/750⟧ | ⟦427/500⟧
18 | Tiling with mosaic tiles and cement mortar -
1 = 3
Tiling materials for floors shall be provided with the best types of mosaic tiles in size 8 inch by 8 inch (and if another size is requested, the difference shall be paid to the contractor) and tiled with mortar | ⟦740 m2⟧ | ⟦1/450⟧ | ⟦1073/000⟧
⟦1607/250⟧
( p. 16 )
Item | Details of Work | Quantity and Unit | Price | Amount
| | | | Fils Dinar
⟦line⟧ | ⟦line⟧ | ⟦line⟧ | ⟦line⟧ | ⟦line⟧
Continued Item ( 21 )
⟦line⟧
( I.C.I. ) provided that the -
painting is done by brush. Windows are calculated
on one side only.
22 Painting with Emulsion
⟦line⟧
Supplying emulsion from the company
( I.C.I. ) in the colors that
the supervising engineer selects.
Perform painting for walls after cleaning them
and wiping them well, and painting with a brush for two coats.
The Community has the right to provide a special painter
if it deems it necessary and when
its supervising engineer does not approve of
the quality of the paint or its method.
23 Electrical Installations
⟦line⟧
The contractor must perform all electrical
installations required, and the wires
and pipes and other electrical installations
shall be of type G.T.C., and
the point shall be complete in all respects, including
the lamp and the ceramic shade.
A - Hidden point with unsplit threaded
conduits.
B - Surface point
⟦point⟧
Note
⟦line⟧
A two-way point is considered as a point -
and a half, and the plug of any type is considered
half a point.
Page ( 17 )
Paragraph | Details of Works | Quantity and Unit | Price | Amount
| | | | Fils Dinar
24 | Construction with brick and gypsum for tie ⟦(general)⟧ | ⟦3826 m2⟧ | ⟦0/500⟧ | ⟦1913/000⟧
| See the specifications for brick construction mentioned | | |
| in item ( 8 ) . | | |
25 | Staircase railing | ⟦180 feet⟧ | ⟦0/500⟧ | ⟦90/000⟧
| To be established according to the best workmanship and quality | | |
| in terms of work and materials, while | | |
| heights, design, and measurements can | | |
| be viewed from the attached maps | | |
| or with the Sect's engineer or in | | |
| the Sect's offices . | | |
26 | Tiling with glazed tiles for bathrooms | ⟦270 m2⟧ | ⟦0/500⟧ | ⟦135/000⟧
| The tile shall be in the color, type, and shape | | |
| chosen by the specialized engineer - | | |
| and it shall be of the English type and the paving | | |
| at the highest degree of perfection | | |
| and its back must be coated with a material | | |
| mechanical ( | | |
| Sealocrete Machenkay | | |
| keying liquid | | |
| according to the manufacturing company's specifications | | |
| in order to prevent it from falling after | | |
| application . | | |
27 | Digging a sinkhole about 3.00 m deep. And the lower | ⟦Number 4⟧ | ⟦10/000⟧ | ⟦40/000⟧
| diameter not less than 2.00 m. And the construction | | |
| shall be in a good manner with clean clay and equipped | | |
| with an English cover size 18" by 18" | | |
| Note | | |
| When building the septic tank, its items are calculated | | |
| individually according to the prices set in | | |
| the bill of quantities in terms of digging | | |
| construction, and cement plastering etc... | | |
⟦7858/250⟧
( P. 18 )
Item | Details of Works | Quantity and Unit | Price | Amount
Fils Dinar
⟦line⟧
1958/8/25
No. 7
18/500
129/500
28 Sanitary Installations
A - Porcelain Western Toilet -
It must be of the best types -
available in the markets, equipped with a
low water tank ⟦or⟧ that it operates by
a lever without a chain. And the
siphon must be of the type approved by
the engineer. And the lid must be of
plastic type, and it is not allowed to use a
wooden lid at all. And when installing the toilet
the drainage pipe must be connected with a diameter
of (4) inches to the manhole or the septic
tank as required by necessity, with
the installation of a vent pipe 3 inches in diameter
rising by 50 cm above the roof parapets
B - Porcelain Eastern Toilet
It must be of the best types -
available in the markets, equipped with a
high water tank ⟦or⟧ that it operates by chain
As for the venting and connection to the manhole
or the septic tank, it must be noted
what was mentioned in the previous paragraph.
C - Porcelain Washbasins
It must be of the best types -
available in the markets and of size
20 inches, and to be equipped with two faucets
of the plated type and a trap siphon
the faucets are connected with a lead pipe
( 20 )
Item | Work Details | Quantity and Unit | Price | Amount
Fils Dinar
⟦line⟧
⟦illegible⟧
⟦illegible⟧
Continuation of Item ( 28 ) - G -
G - From the inside 60 by 60 by 40 cm
The manholes must be equipped with a cover of
Cast iron of the (Air Tight) English type
The floor of each manhole must also be paved
With cement and Habbaniya sand mortar to direct
And drain the wastewater properly, provided
That the faces of the walls are plastered from the inside
With cement and sand mortar in a ratio of 1 - 3 .
The contractor must supply and install these
Sanitary tools and installations
Provided they are of the best types
Available in the markets, and that he performs
The work according to the highest technical methods
The price includes everything necessary for
Installations and fresh water pipes
And wastewater, and necessary elbows, study ⟦sic⟧
Tees, traps, valves, and pipes
Ventilation diameter "3 inches for toilets
Provided that the contractor takes into account
That his price also includes connection
And laying fresh water pipes to the roof
And to the ground and first floors. K - 1
Includes laying wastewater pipes -
(Cast iron diameter 4 inches) to the tanks
Wastewater.
Note
⟦line⟧
The contractor has the right to place a lump sum
Specifically for this item if he deems that
It should be independent from the previous items
. P ( 21 )
Item | Details of Work | Quantity & Unit | Price | Amount
| | | Fils | Dinar
29 | Reinforced concrete at a ratio of 1 - 2 = 4 for foundations according to the maps issued or to be issued by the competent engineer. | ⟦3125⟧ | 1/500 | ⟦875/750⟧
30 | Painting with Snowcem, three coats, in a very good manner. | ⟦3500⟧ | 0/100 | 50/000
31 | Digging and building a complete cesspool with a depth of not less than -/ 3 meters and a bottom diameter of -/ 3 m, built with good bricks and mud | | |
32 | Mosaic steps for the stairs (according to the design provided by the competent engineer) Precast. | ⟦390⟧ | 4/250 | ⟦457/500⟧
33 | Entrance door made of teak wood (with the design provided by the competent engineer) and the frame size shall be 6" x 3". | ⟦70 ft⟧ | ⟦1/000⟧ | ⟦70/000⟧
34 | Hooks for ceiling fans, and they shall be of excellent type. | Qty 4 | 0/500 | 2/000
35 | Paving with brick and gypsum, provided that the gypsum is of the new hot type and the brick is of excellent type. | ⟦120 m2⟧ | 0/150 | ⟦18/000⟧
36 | I-beams and inclines, and they shall be of English or Belgian type, new, blue in color, free of rust, and in the size required by necessity. | ⟦Ton⟧ | ⟦0/500⟧ | ⟦50/000⟧
37 | Gully size 4" independent English with fixing and cover. | | |
38 | Partitions with brick and cement, cement mix 1 - 4. | | |
39 | Painting with Dry Distemper (Dry Distampar), and it shall be of excellent type and not mixed with plaster of Paris. | ⟦3500 m2⟧ | 0/020 | ⟦70/000⟧
p. 23
Item | Details of Works | Quantity | Price | Amount Fils Dinar
40 | Spiral doors for shops | ⟦105.0⟧ m2 | | ⟦22029.000⟧
41 | Reinforced concrete for column bases underground with mold, mixing ratio 1-2-4 | 330.0 | ⟦1.500⟧ | 157.500
42 | Postic for reinforced concrete lintels with mold <del>⟦for yards⟧</del> to ground level at a ratio of 1-2-4 | 365.0 | ⟦12.500⟧ | 495.000
43 | Casting polished concrete with a thickness of 15 cm, ratio 1-2-4 | 10 m2 | ⟦1.000⟧ | ⟦10.000⟧
44 | Steps of polished concrete for stairs, ratio 1-2-4 | ⟦36⟧ ⟦m/l⟧ | ⟦0.750⟧ | ⟦27.000⟧
45 | Encasing sewage pipes with concrete, ratio 1-2-4 | 450 m/l | ⟦0.045⟧ | ⟦20.250⟧
46 | Cement slurry under gypsum plaster, ratio 1-1 | 23500.0 m2 | ⟦0.015⟧ | ⟦352.500⟧
47 | Cement pointing of the ironed type | 220.0 m2 | ⟦0.080⟧ | ⟦17.600⟧
48 | Brick and cement construction 1-4 | 31.0 m3 | ⟦5.000⟧ | ⟦155.000⟧
49 | Glass brick construction for ⟦alcove⟧ walls | 500 ft2 | ⟦0.150⟧ | ⟦75.000⟧
50 | Coping (Sarboush) according to drawings | 235.0 | ⟦1.000⟧ | ⟦35.000⟧
51 | Cement plastering for skirting | 350.0 m2 | ⟦0.275⟧ | ⟦96.250⟧
52 | Electrical installations from boards, main switch, fuses.. etc | Lumpsum | ⟦45.000⟧ | 45.000
53 | Leveling the ground, demolishing existing building, and transporting all debris after the committee takes what it wants from that debris | Lumpsum | ⟦60.000⟧ | ⟦60.000⟧
54 | Guarding, water supply, paying expenses, and providing electricity if needed and paying all expenses | Lumpsum | ⟦75.000⟧ | ⟦75.000⟧
55 | Cleaning the building, wiping glass, and making it complete in all respects | Lumpsum | ⟦25.000⟧ | 25.000
56 | Pipes for fresh and foul water including elbows, joints, dividers, and everything the work needs | | |
| 6 - Nakhloona pipes with a diameter of 2 inches for sink water 15 m/l | | |
Item | Work Details | Quantity | Price | Amount
| | | | Fils Dinar
B | Galvanized pipes with a diameter of 2 inches | 450 m | ⟦540⟧ | ⟦243/000⟧
C | = 3/4 = = = | 450 m | ⟦300⟧ | ⟦135/000⟧
D | = 1/2 = = = | 500 m | ⟦250⟧ | ⟦125/000⟧
E | 1 inch lock | 2 pcs | ⟦750⟧ | ⟦1/500⟧
F | = 3/4 = | 2 = | ⟦600⟧ | ⟦1/200⟧
G | = 1/2 = | 2 = | ⟦500⟧ | ⟦1/000⟧
| Cast iron pipes with a diameter of 4 inches | 30 m | ⟦1/900⟧ | ⟦57/000⟧
| Pipe with a diameter of 3 inches (iron) | 13 m | ⟦1/750⟧ | ⟦22/750⟧
| | | | ⟦line⟧
| | | | ⟦586/450⟧
⟦Five hundred eighty-six dinars and four hundred fifty fils only⟧
⟦586/450 Dinars⟧
p. ( 22 )
Carried forward from the previous page | Fils | Dinar
| ⟦line⟧ | 26079
Deduct % from all prices (if the bidder so desires)
Add 5% as a reserve amount that may not be spent or spent
by order of the Administrative Committee. ( Contingoncies )
Grand Total
Baghdad 17 May 926
His Excellency the Chairman of the Ministerial Committee for Jews wishing in Baghdad, Respected
Subject - Tender for the construction of a ⟦...⟧ building in the Al-Sinak neighborhood
After greetings
We attach herewith the referred tender document, and we also attach check No. 646516 on
Rafidain Bank in the amount of one thousand one hundred and thirty dinars as insurance for the mentioned tender
Please accept our respect
Sincerely
Istifan Muhammad
Secret Tender for Construction
On the land numbered ⟦line⟧ District
Contracting 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 Usta Taha Muhammad, hereinafter referred to as the Contractor, who stated
for the purpose of this contract that he has a place of business in 9/9 New Baghdad, and by this address
any registered letters sent to him or notices and orders delivered to him by hand
and instructions shall be considered correct guidance and delivery.
The Engineer or Engineers - the engineer who carries out the execution of this contract
on behalf of the Committee is Engineer Saleh Yusuf or any other engineer or engineers
appointed by the Committee in writing in this capacity, and the Contractor shall be notified of their names for the execution of the work stipulated
in this contract. The Contractor has also agreed hereby to provide - according to -
the provisions and conditions contained therein and in the specifications, price schedule, and maps - the materials
construction materials stipulated in the general conditions and all workers, machinery, numbers, tools
instruments, scaffolding, guards, and everything that is necessary or may be necessary for the works
and services covered by this contract and their complete execution to the highest degree of perfection
and craftsmanship in the execution of (construction of a ground floor and a first floor on the numbered land)
For execution
A copy was received
⟦signature⟧
The Contractor acknowledged that he has visited the work site and has reviewed fully, accurately, and precisely
all maps and the work that should be carried out under this contract
and that he has reviewed the work site and the location for storing construction materials and water installations
The Contractor agrees to carry out the construction of the mentioned building according to the specialized maps
issued or that may be issued by the supervising engineer in the future, and the schedule of works
and prices, general conditions, and technical specifications complete in all respects, according to
measurements and according to the prices set by the nominated contractor.
The Contractor also undertakes to complete this work within a period of 250 days starting
from the date of signing the contract.
Signature /
President of the Administrative Committee for Iraqi Jews
in Baghdad
Witness ⟦line⟧ Date ⟦line⟧
Signature / Contractor Mr. ⟦line⟧
Witness ⟦line⟧ Date ⟦line⟧
- 1 -
Secret tender for the construction of ⟦...⟧ on the land numbered ⟦...⟧ neighborhood
at ⟦...⟧ session
General Conditions
⟦line⟧
1 - The bidder must provide cash deposits amounting to 5% (five percent), and it is permissible to provide
these deposits 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 are not accepted at all.
2 - The bidder must submit the contract documents in a sealed envelope at or before 12:00 PM
of 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
⟦...⟧).
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 time specified in paragraph (2) above or not accompanied
by the stipulated deposits will be subject to neglect.
5 - The supervising engineer has the right to change the blueprints and quantities as he sees fit,
and the contractor has no right to object to that. Excess and deficient quantities are priced
according to the contractor's price in the schedule of quantities and prices, as the quantities present
in this contract are approximate quantities subject to increase or 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 will be deducted from his entitlements or his deposits.
7 - When the quality of any material listed in the schedule of quantities is not mentioned, the supervising
engineer alone will be responsible for choosing it as he sees fit, and the contractor has
absolutely no right to object to that.
8 - The contractor must state the period he needs to complete the work, and this period
- to be continued -
⟦illegible stamp⟧
will be taken into consideration when studying the tender.
9 - Bidders must sign all the maps attached to this tender as well as all
the tender pages and return them within their bid.
10 - Materials
⟦line⟧
The contractor must provide all materials necessary for the work and established in the maps and the
price schedule. The contractor alone shall be responsible for all materials and tools at the work site
and shall be responsible for every theft or shortage that occurs therein, noting that all materials
at the work site are considered the property of the Presidency of the Administrative Committee for Iraqi Jews
until the completion of the work, and the contractor has no right to remove or dispose of them except with the
written approval of the Administrative Committee.
11 - Dismissal of Contractor's Employees
⟦line⟧
The engineer has full authority to request the contractor to dismiss or exclude any of
his employees whom the Community deems undesirable or unfit to continue in the work, and the
contractor must implement those requests as soon as they are issued, and he has no right to claim any compensation
or indemnity that may result from that in any form whatsoever.
12 - Advances
⟦line⟧
The Committee pays cash advances at the end of each month for the completed work and the materials
supplied to the work site after obtaining a certificate from the engineer for that,
on the basis of 90% ninety percent of the cost of the completed works according to the
contract prices and 75% seventy-five percent of the value of the construction materials supplied
to the work site according to its local estimation. Provided that these advances
granted to the contractor shall not be considered as recognition of acceptance of the work by the Committee, but rather
the contract terms apply to all the work ⟦and the uncompleted⟧ completed/ until it is finally handed over to the Committee.
13 - Final Measurement and Settlement of the Contractor's Account
⟦line⟧
After the work is completely finished in all respects by the certificate of the Community's engineer, the
Administrative Committee takes over the work provisionally, and the contractor's account is settled according to
p. (3)
Prices and Measurements
The total lump sum amount agreed upon in this contract after deducting all
advances paid to the contractor on account of his work; as for the deducted amount
of 10%, it shall be retained by the Administrative Committee until the end of the maintenance period and the final
acceptance of the work by the ⟦Committee⟧.
14 - Rejection of Work
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The engineer has the right to reject any materials supplied by the contractor or any work that is, in the engineer's view,
based on quality and workmanship that do not meet the required standard or do not comply
with the specifications or drawings related to the contract. The contractor must remove the materials and the
rejected work, and re-execute it at his own expense, including the materials present in
the rejected work.
Any work carried out without authorization in addition to the details given in
the drawings or the issued instructions will not be recognized, nor will it be measured, and the contractor
will not be paid the value of the materials used in the execution of such works.
15 - Maintenance Period
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The contractor must maintain the work for a period of six months from the date the Committee
receives the work from him as a provisional acceptance, and he must repair all deficiencies or defects that
may appear during the maintenance period at his own expense. The guarantees or
what remains of them shall be returned to him after deducting the amounts due from him properly at the end of the maintenance period
and after the contractor has fulfilled his obligations and the work has been finally accepted from him.
1- The contractor must carry out the repairs requested by the Committee within one week from -
2- the date of being notified in writing. In case of failure to perform the work, the Committee shall withdraw the guarantees
belonging to him, perform the work at his expense, and deduct the amount from him.
16 = Notices
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The two contracting parties waive the right to send notices from one to the other.
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through the notary public regarding the affairs of this contract. Every notice directed from one
of the two parties should either be delivered to the address of the other party or sent to them by registered mail.
17 - Labor Laws
The contractor is responsible for implementing the labor law regarding all labor matters and observing them
concerning wages for official holidays, feasts, and compensations, as he is also responsible for accidents
that occur to his employees at the work site, and he must pay all resulting compensations
consequently, as the committee is not responsible at all regarding the workers.
18 - Withdrawal of Work from the Contractor and its Consequences
A - If the contractor is unable to start work promptly upon receiving a written notice
to that effect.
B - Or if he fails to execute the works at the required speed.
C - Or if he is unable to execute the works ⟦in accordance with the contract⟧.
D - Or if he delays in completing the works beyond the deadline specified in the contract.
E - Or if he actually stops ⟦the work⟧ for a period of one week without written permission from the committee, unless
he proves the existence of force majeure and informs the engineer and the committee of it immediately and in writing.
F - Or if he fails to supply or install sufficient and suitable machinery, labor, materials, and equipment so
that he can execute the permanent work quickly and without interruption.
G - Or if he commits, personally or by proxy, any violation of any of the contract provisions
he is obligated to implement or observe and continues this violation for a period of 14 days
(taking into account any special condition providing for a shorter period) after being warned in writing by
the engineer to rectify this violation.
H - Or if he abandons the work entirely.
I - Or if the contractor becomes (whether in Iraq or abroad) bankrupt
or if he files for bankruptcy or his financial insolvency is proven or he settles with his creditors
or if the contractor was a company and its liquidation took place, whether the liquidation was compulsory
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or voluntary (unless the liquidation was voluntary for the purpose of re-forming the company
on bases established in writing by the government) or if the contractor was a company and was dissolved
or if the contractor gave, promised, or offered a gift, advance, reward, or benefit of any
kind to any employee or worker of the Jewish Community staff, whether independent
or having any relationship with the work subject of this contract, the committee may in any of these cases: -
1 - Withdraw from the contractor the execution of the remaining works.
2 - The withdrawal of the execution of the remaining works shall be according to what was mentioned above by sending a -
written notice by order of the President of the Administrative Committee for Iraqi Jews to the contractor, and
this notice shall be ⟦valid⟧ and effective without taking any legal or official procedures.
3 - If the contractor is granted any grace period or indulgence, this does not reduce or prejudice the rights
of the community according to this article, and the previous provisions do not affect the right of the committee
to claim the compensations established under the laws in force.
4 - In the event of withdrawing the work or part of it from the contractor according to what was previously explained
and according to any other provisions contained in the contract, the committee, according to its cost estimation,
may exercise one of the following rights: -
A - To carry out by itself, at the contractor's expense, the execution of all works that have not
yet been completed or any part thereof.
B - To put all or some of the works that have not yet been completed into tender again.
C - To agree with one of the contractors in a private capacity to complete the work.
In all these cases, the committee shall have the right to seize all or some
of the machinery, tools, and materials brought by the contractor and to use them
in completing the work, without being responsible to the contractor or others
for these machines, tools, and materials, or for any damage or reduction
in value for any reason, and without being responsible also for paying any amount
due for them to another party or paying any fee for them to the contractor or others.
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In any case, the Committee shall have the right to seize all or some of the machinery, tools, and materials
even after the completion of the work, as a guarantee for its rights. The contractor must pay the Committee
all expenses incurred in this regard in excess of the contract value, and must compensate it
for all losses incurred as a result. The Committee may deduct the value of the expenses and losses
referred to from the amount of the insurance, from the contractor's claims, or from any money belonging to him.
However, if the work costs less than the contract prices, the difference shall not be returned to the contractor.
For this purpose, the Committee may refrain from paying any amounts that may have been granted to him until
these expenses and losses are settled. The Committee may sell the machinery, tools, or materials
brought by the contractor without being responsible for any losses incurred by him as a
result of their sale.
In the event of withdrawing the work from the contractor, an inventory report shall be prepared regarding the works, buildings,
tools, equipment, and materials at the work site, and regarding the work that has been completed in a satisfactory
manner, by knowledge of the responsible engineer of the Mosaic Community. This inventory shall be conducted in the presence of
the contractor, who must be officially notified to attend, either himself or his representative. If the contractor does not attend or
does not send a representative, the inventory shall be conducted in his absence.
This inventory shall be established by a report signed by the Community's engineer and the contractor
or his representative. If any dispute or conflict arises regarding the state of the existing work, then
this dispute or conflict and the nature of the referred report must be established.
19 - The prices to be set by the contractor include the planning of the building land according to the maps
along with the preparation of the ground surface by removing rubble and transporting it outside (by vehicles if the
matter requires so) so that it is disposed of permanently. It also includes cleaning the building and the site
after completion of the work so that it is suitable for direct use before its
provisional acceptance by the Community or the supervising engineer.
20 - The Community has the right to perform any item at its own responsibility by providing materials and labor, or
materials only, and the undertaker performs the work, and the wage shall be as agreed if the Committee deems so.
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necessity for that. However, if the committee procures the materials and performs the work, it shall be at the expense
of the contractor.
21 - If new items are introduced that are not mentioned in the contract, they shall be agreed upon by the committee
and its engineer on one hand, and the contractor on the other. If they do not agree, they may seek arbitration from those who have
experience in that, provided that any disagreement regarding this does not give the contractor any right to delay the work.
22 - A - The bidder must be one of those who have previously performed works similar to this building in terms of
type and quantity, and must provide a statement of the mentioned works, their locations, and the names of their owners.
B - Preference is given to the bidder who owns the technical equipment necessary to complete the work, such as mixers,
vibrators ( ⟦...⟧ ), necessary iron elevators, and others ⟦line⟧
provided that the area of the formwork that the bidder is able to set at one time is not less than [blank] square meters.
The bidder must provide a detailed statement of the mentioned equipment.
C - If the bidder is a company, they must attach the company's internal regulations ⟦line⟧
with the tender.
23 - The contractor undertakes to use the vibrator ( ⟦...⟧ ) for concrete works.
24 - The bars used for reinforcement shall be of the blue iron type, and it is not permissible to use
corroded bars.
25 - The gravel shall be of the clean, washed river type.
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