AI en Translation, Pages 201-225
Page 201
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⟧
Page 202
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
Page 205
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⟧
Page 206
- 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⟧
Page 207
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
Page 208
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
⟦line⟧
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
⟦line⟧
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
⟦line⟧
The two contracting parties waive the right to send notices from one to the other.
- To be continued -
Page 209
p ( 4 )
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
- Continued -
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p ( 5 )
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.
- To be continued -
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p ( 6 )
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.
- To be continued -
Page 212
p. ( 7 )
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.
⟦illegible⟧
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p. ( 8 )
Schedule of Works and Prices
For the contract to construct ⟦ground floor and first floor⟧ on the land numbered ⟦line⟧ District ⟦Al-Sinak⟧
Item | Details of Works | Quantity and Unit | Price | Amount | Fils Dinar
1 | Earth excavations for foundations ⟦with backfilling the sides⟧
Excavations shall be as stated in
the maps and shall be vertical and the edges
and sides straight and the bottom of the excavation level
and balanced. Resulting soil from the excavation is to be removed
outside the construction site. If the contractor exceeds
the works indicated in the plan without approval
from the engineer - in writing - he must backfill
excess excavations with concrete
1 : 3 : 6 at his own expense. | ⟦2500 m3⟧ | 250/- | - | 875
2 | Paving works with broken bricks
Broken bricks shall be of the hard kiln-fired type
with a thickness of 12 cm. The price includes
the process of pounding with iron rammers
well, spraying with water and grouting
with cement mortar in a ratio of 1 - 10. | ⟦950 m2⟧ | 200/- | - | 285
3 | Unreinforced concrete works for foundations
The concrete ratio shall be 1 : 3 : 6 of
cement, Habbaniyah sand, and river gravel
washed, graded size 1 1/2 inch
and below, and the sand must be from
Habbaniyah Lake sources. It is not allowed to use
river sand at all for any purpose
of construction except with the engineer's approval
Note: In all concrete works it is required
to use a mechanical mixer. | ⟦370 m3⟧ | 5/⟦line⟧ | - | ⟦line⟧
- to be continued -
510
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p. ( 9 )
Item | Work Details | Quantity & Unit | Price | Amount | Fils | Dinar
4 | Brickwork with cement
Bricks shall be of the kiln-fired type
and construction shall be done with cement mortar and
Habbaniya sand in a 1:4 ratio. Using
broken or used bricks is not allowed. The
kiln-fired bricks must be submerged in water before construction
for a sufficient period of no less than six hours, and
all vertical and horizontal joints shall be filled
with cement mortar. The process of spraying the walls
with water shall continue for a period of no less than seven days.
The price includes everything mentioned above in a
perfect and unique 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⟧ | 1.125 | 625 | 1040
5 | Silocrete damp-proof concrete
at a thickness of 3 inches for the walls.
⟦line⟧
The mixing ratio shall be 1:2:4 of cement,
Habbaniya sand, and river gravel,
washed and graded in size from
3/4" and below. The ratio of
Silocrete shall be 1-10 of the water quantity
required for the concrete, and the price includes
necessary wooden formwork. | 450 m3 | 1/700 | 500 | 0021
6 | Damp-proof plastering with Silocrete
at a thickness of 1" for the walls.
⟦line⟧
The mixture ratio shall be 1-3 of cement
and Habbaniya sand, and the Silocrete ratio shall be
1-8 of the water quantity required for the mixture
⟦...⟧ | | | |
1582125
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P (10)
Item | Details of Works | Quantity and Unit | Price | Amount | Fils | Dinar
| Continuation of Item - 6 - | | | 125 | 1582
| The level of this damp proof course is located
at a height of five courses above the first concrete
damp proof course, and the space between the first
and second damp proof course shall be cement brickwork at a ratio of 1:4 | | | |
7 - | Pouring concrete under the floor tiles with a thickness of 5 cm. | ⟦370 m2⟧ | 0/200 | 000 | 0210
| 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 - | Brickwork with gypsum ⟦thickness⟧ | ⟦752 m3⟧ | 1/075 | 250 | 806
| The bricks shall be of the white type
produced by the Building Materials Company
or from any company selected by
the engineer, provided that the bricks are
of the best types available in the
markets, and the gypsum must be freshly burnt
and produced by mechanical plants.
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
on behalf of the Community that 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 building purposes. | | | |
9 - | Filling works for floors with soil | ⟦200 m3⟧ | 0/250 | 000 | 050
| Filling operations are carried out in layers whose thickness
does not exceed 20 cm. They must be well compacted | | | |
- Continued -
2648 275
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P (11)
Item | Details of Wo⟦line⟧rk | Quantity and Unit | Pri⟦line⟧ce | Amou⟦line⟧nt
| | | Fils | Dinar
| Continuation of Item Nine | | 275 | 2648
| with iron rammers and saturated with water sufficiently to ensure no subsidence of the floors, provided the soil is clean and free of stones, and measurement is net; therefore, the contractor must account for the shrinkage ratio after ramming. | | |
10 - | Reinforced concrete work for roofs, columns, beams, stairs, balconies... etc. | ⟦illegible⟧ m3 | 18.500 | 8510
| <del>Muscles of the shops surrounding the Husseiniya</del> | | |
| The mixing ratio shall be 1:2:4 of cement, Habbaniya sand, and washed river gravel of graded size from 3/4" and below. Reinforcement bars must follow the measurements and dimensions in the relevant drawings. The price includes the necessary wooden formwork. Reinforced concrete must be sprayed for a period of no less than ten days continuously. Formwork for vertical pours must not be removed before 48 hours have passed 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 do not match the drawings or engineering art and construction principles, the contractor is then responsible for repairing them or removing and re-pouring them as necessary. | | |
11 - | Bitumen coating and roofing work | ⟦illegible⟧ m2 | 0.250 | 0.250
| a - First, a layer of bitumen with a thickness of no less than 3/8" is placed directly on the roof, extending up the parapet walls to a height of 8 inches, provided the bitumen is of | | |
11408 625
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Page (12)
Item Details of Works Quantity and Unit Price Amount
Fils Dinar
Item | Details of Works | Quantity and Unit | Price | Amount
| Continued Item - 11 -
The best types of local bitumen, and adding
an amount of 10 percent of liquid bitumen
during the heating of the bitumen. It is not permitted to use
black oil at all in the bitumen, noting
the overlapping of the bitumen layers on the surfaces by 4 cm.
at least over each other.
B - Sloping of surfaces with fine soil that matches
the fineness of Habbaniyah sand, and otherwise
the supervising engineer may reject it.
And the sloping works are carried out by placing the soil
in layers not exceeding 5 cm. It shall be slightly
moistened with water and compacted with hand rammers provided
that the average thickness of the sloping is 10 cm.
in the middle and 15 cm near the parapets.
C - Recoating the surfaces again with a layer not less
than 3/8" in thickness, noting what was mentioned
in the above paragraph. | | 625 | ⟦12307⟧
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
surface and a cast iron or concrete base
at the bottom, and the elbow must be connected
via a small pipe segment 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 | ⟦60 Linear Meters⟧ | 1.750 | 105
13 | Plastering with gypsum for internal walls
The joints between the bricks are first cleaned well,
then plastered thereafter with fermented premium
gypsum in a layer not less than 1/2
inch thick, provided the gypsum is from Qanbar Agha
deposits or the Iraqi Building Materials
Company - first grade - and the final
plaster surface must be smooth and perfectly
level, and the corners must be neatly rounded. | ⟦500 m2⟧ | ⟦0.200⟧ | 100
12512 625
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p. (13)
Item | Details of Works | Quantity and Unit | Price | Amount
| Continuation of Item (13)
⟦line⟧
The two plaster layers shall be of Mahda Qanbar
Agha plaster, and Al-Ba'ad plaster shall never be used,
neither in construction nor in plastering. | | | Fils Dinar
12513 625
14 | Cement plastering for the external faces of the building
⟦line⟧
The joints shall first be cleaned well between
the bricks, then sprayed with water and splattered with cement
slurry, and then plastered with cement and Habbaniyah
sand in a ratio of 1:3 and with a thickness of not 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 | 0.400 | 200 ...
15 | Iron windows and vents works
⟦line⟧
Windows and vents shall be as shown
in the maps, produced by the Iraqi Engineering
Products Company, and all windows must be equipped
with a handle and a slide.
All windows must be fixed with a 5/8"
rebar, and fly-proof mesh must be fixed over all
windows from the outside, and they must be
equipped 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. | ⟦100⟧ m2 | 6.500 | 650 ...
16 | Iron Doors
⟦line⟧
Doors shall be of iron according to the
measurements and dimensions in the relevant maps,
provided that the frames are angle iron. | ⟦4.25⟧ m2 | 8.000 | 034 ...
13397 625
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Page 12
Paragraph | Details of Works | Quantity and Unit | Price | Amount
| 3" x 3" x 1/4" fixed to the walls well, and the leaves are angle iron 2" x 2" x 1/4" and iron plate on the outside with a thickness of 1/8", provided that 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. | | | 12297 625
17 | Wooden Doors
The frames shall be of good Swedish pine wood, free of knots and cracks, and according to the dimensions and measurements in the relevant drawings, provided that the frames are 2" x 6" and the leaves are 2" pressed on both sides with the best types of plywood, and the doors shall be equipped with handles and hidden locks with two keys of the best foreign types available in the local markets. | ⟦100 m2⟧ | 4.500 | 450 ⟦line⟧
18 | Tiling with mosaic tiles and cement mortar - 1:3
Tiling materials for floors shall be provided using the best types of mosaic tiles of size 8 inch by 8 inch (and if another size is requested, the difference shall be paid to the contractor) and tiled with mortar | ⟦112.500 m2⟧ | 1.250 | 168 750
| | | | 12971 275
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(Page 15)
Item | Details of Works | Quantity and Unit | Price | Amount
| | | | Fils Dinar
| | | | 12971/275
| Continuation of Item (18) | | |
| Cement and sand in a ratio of 1 = 3 and the | | |
| tiling must be level and fixed in a | | |
| strong manner, and after completion of tiling, the | | |
| face of the tiles shall be grouted with pure white | | |
| cement mortar. The mosaic must be covered | | |
| with mats or Habbaniyah sand | | |
| with sufficient thickness to protect the mosaic | | |
| from contamination by paint. The color and quality | | |
| of the mosaic shall be according to the approval of the | | |
| supervising engineer of the group. | | |
19 | Window sills made of mosaic | | |
| and it shall be of excellent type and in colors | | |
| chosen by the supervising engineer with a width | | |
| of about 20 cm. Its edge shall protrude | | |
| from the wall surface by about one inch | | |
20 | Tiling with plain tiles and gypsum mortar | ⟦2000⟧ m2 | 700 | 1400.000
| The tiles shall be of excellent type and applied | | |
| with the best types of gypsum and grouted with white | | |
| cement, noting what was mentioned in Item | | |
| (18). | | |
21 | Painting with oil paint | ⟦1100⟧ m2 | 1.250 | 0275.000
| After completion of the work, the doors | | |
| and windows with their frames shall be painted with three | | |
| coats of oil paint in the color decided by the engineer, | | |
| provided that the oil paint is of | | |
| the liquid type inside sealed barrels | | |
| and equivalent in quality to the paints of | | |
| the British Chemical Company | | |
| | | | 15646/275
H
Page 221
(Page 16)
Item | Details of Works | Quantity and Unit | Price | Amount
| | | | Fils Dinar
| Follow-up of item (21) | | | 275 15646
(I.C.I.) provided that the -
painting is done by brush. Windows
are calculated as one face.
22 Painting with Emulsion
Supplying emulsion from ⟦line⟧ company
(I.C.I.) in the colors that
the supervising engineer chooses, then
performing the painting for the walls after cleaning
and wiping them well, and painting with a brush in two coats.
The community has the right to supply a special painter
if it deems it necessary, and when
its supervising engineer does not approve of
the quality of the paint and its method.
23 Electrical Installations
The contractor shall perform all the
required electrical installations, and the wires,
pipes, and other electrical installations
shall be of the G.E.C. type, and the
point shall be complete in all respects, including
the lamp and the ceramic shade.
A - Concealed point from non-slotted pipes
with thread.
B - Surface point
Note
A two-way point is considered as a point -
and a half, and considering the plug regardless of its type
as half a point.
1250
Point
180
00 242
275 15889
Page 222
p ( 17 )
Item | Details of Works | Quantity and Unit | Price | Amount
| | | Fils | Dinar
24 | Brick and gypsum construction for the Sheikh ⟦12 m2⟧ | | |
See the specifications for brick construction mentioned | | |
in item ( 8 ) . | ⟦850 m2⟧ | ⟦675⟧ | ⟦375⟧ ⟦89⟧ 158
| | | | 750 572
25 | Staircase railing | | |
It shall be based on the best craftsmanship and quality | | |
in terms of work and materials, and as for | | |
heights, design, and measurements, they can | | |
be viewed from the attached maps | | |
or with the sect's engineer or in | | |
the sect's departments . | ⟦1801 ft⟧ | 0.500 | 900
26 | Tiling with glossy tiles for bathrooms | | |
The tiles shall be in the color, type, and shape | | |
chosen by the specialized engineer - | | |
and it shall be of the English type and the paving | | |
to the highest degree of perfection | | |
and its back must be coated with the material | | |
( Sealocrete Machenkay | | |
keying liquid ) | | |
according to the specifications of the producing company | | |
to prevent it from falling after | | |
application . | ⟦70 m2⟧ | 2.500 | 175
27 | Digging a sinkhole with a depth of about 3.00 m . and the lower | | |
diameter is 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 excavation, | | |
construction, and cement plastering, etc. ... | ⟦Number 1⟧ | 20.000 | 20
| | | 125 16758
Page 223
( p. 18 )
Item | Details of Works | Quantity and Unit | Price | Amount
| | | Fils | Dinar
| | | 125 | 16758
28 | Sanitary Installations | | |
| A -- Porcelain Western Toilet - | Qty 7 | 17,000 | 119
| It must be of the best types available in the markets, equipped with a low water tank, meaning it operates via a lever without a chain. The siphon must be of the type approved by the engineer. The seat cover must be of plastic type, and it is absolutely forbidden to use a wooden cover. When installing the toilet, the drainage pipe with a diameter of (4) inches must be connected to the manhole or septic tank as required by necessity, with the installation of a vent pipe with a 3-inch diameter rising 50 cm above the roof parapets. | | |
| B - Porcelain Eastern Toilet | Qty 8 | 14,000 | 012
| It must be of the best types available in the markets, equipped with a high water tank, meaning it operates by chain. As for the ventilation and connection to the manhole or septic tank, the provisions mentioned in the previous paragraph must be observed. | | |
| C -- Porcelain Washbasins | Qty 4 | 10,000 | 040
| They must be of the best types available in the markets, size 20 inches, and equipped with two plated taps and a trap siphon. The taps are to be connected with lead pipes. | | |
| | | 125 | 16929
Qty 7
Qty 8
Qty 4
Page 225
( 20 )
Item | Details of Works | Quantity and Unit | Price | Amount
| Continued Item ( 28 ) - G - | | 125 | 17054
| G - From the inside 60 by 60 by 40 cm | | |
| Manholes must be equipped with a cover of | | |
| Cast iron of the (Air Tight) English type | | |
| Also, the floor of each manhole must be paved | | |
| with cement and Habatiya sand mortar for directing | | |
| and draining sewage water properly, provided | | |
| that the wall faces are plastered from the inside | | |
| with cement and sand mortar at a ratio of 1 - 3 . | | |
| The contractor must supply and install these | | |
| tools and sanitary installations | | |
| provided they are of the finest types | | |
| available in the markets and that the work | | |
| is carried out according to the highest technical methods | | |
| The price includes everything necessary for | | |
| installations and fresh water pipes | | |
| and sewage, and necessary elbows, joints, | | |
| tees, traps, valves and ventilation | | |
| pipes with a 3 inch diameter for toilets | | |
| provided the contractor takes into account | | |
| that his price also includes connecting | | |
| and extending fresh water pipes to the roof | | |
| and to the ground and first floors . K - 1 | | |
| Includes extending sewage pipes - | | |
| (Cast iron 4 inch diameter) to the | | |
| sewage tanks . | | |
| Note | | |
| The contractor has the right to set a lump sum | | |
| specific to this item if he deems it | | |
| appropriate to make it independent of the previous items | | |
| Total | | ⟦line⟧ | 15
| | | 125 | 17069
Fils Dinar