Voices from the Archive

IJA 2061

Contract for Construction Project, Administrative Committee for Iraqi Jews

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Description

This is a contract between the Administrative Committee for Iraqi Jews and engineers concerning a construction project. It discusses the materials to be used, contract conditions, payment arrangements, including advancements and final payment, time frame, and cost estimates for each phase of construction.

Metadata

Archive Reference
IJA 2061
Item Number
8957
Date
Approx. January 1, 1961 to December 31, 1970
Languages
Arabic
Keywords
Baghdadi Jewish Community, Contract, Labor, Financial, Typed, Annotation, File Folder, Administrative Committee for Iraqi Jews

AI English Translation, Pages 1-25

Archival unit 1

Secret tender for construction on the land numbered district
Contract Form
This contract was concluded between the Presidency of the Administrative Committee for Iraqi Jews in Baghdad
(hereinafter known as the Committee).
And between ⟦line⟧ hereinafter known as the Contractor who stated
for the purpose of this contract the existence of his place of business in ⟦line⟧ and this address
is considered where registered letters or hand-delivered notices, orders,
and instructions addressed to him are considered correct delivery and notification.
The Engineer or Engineers. - The engineer who implements this contract
on behalf of the Committee is the engineer Saleh Yousef 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 carry out the work stipulated
in this contract. The contractor also agreed hereby to provide - in accordance with -
the terms and conditions contained therein and in the specifications, price schedule, and maps - the construction
materials stipulated in the general conditions and all workers, machinery, equipment, tools,
instruments, scaffolding, guards and everything that is necessary or may be necessary for the works
and services covered by this contract and completing them fully to the highest degree of perfection
and workmanship in the execution of ( )
The contractor acknowledges that he has visited the work site and has become fully, accurately, and precisely acquainted
with all the maps and the work to be performed under this contract
as he has also inspected the work area and the site 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 and which 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, in accordance with
the measurements and according to the prices set by the nominated contractor.
The contractor also undertakes to complete this work within a period of ⟦seventy-five⟧ days starting
from the date of signing the contract.
(75) days
Signature /
Witness Chairman of the Administrative Committee for Iraqi Jews
in Baghdad
Date . . . . . . . .
Signature /
Witness The Contractor Mr.
Date . . . . . . . .

Archival unit 2

- 1 -
Secret tender for construction on the land numbered
at the neighborhood of
General Conditions
⟦line⟧
1 - The bidder must provide cash security of 5% (five percent), and it is permissible to provide
this security in the form of a letter of guarantee from one of the banks recognized by the
Head of the Administrative Committee for Iraqi Jews in Baghdad; checks are strictly not accepted.
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 ⟦line⟧
⟦line⟧).
3 - The Committee reserves the right not to accept the lowest-priced tenders and may reject any
tender without giving reasons for doing so.
4 - Any tender not submitted at the appointed 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 change the maps and quantities as he sees fit,
and the contractor has no right to object to this. Excess or reduced quantities shall be priced
according to the contractor's price in the bill 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) per day to the Administrative Committee in Baghdad, and
any objection submitted by the contractor regarding his delay in work will be rejected; these
compensations will 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 sees fit, and the contractor has
absolutely no right to object to this.
8 - The contractor must state the period required to complete the work, and this period
⟦signature⟧
- to be continued -
⟦Bond⟧

Archival unit 3

will be taken into consideration when studying the tender.
9 - Bidders must sign all maps attached to this tender as well as all
pages of the tender and return them within their bid.
10 - Materials
⟦line⟧
The contractor must provide all materials necessary for the work as fixed in the maps and the schedule of
prices, and 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 them or dispose of them except with the
written approval of the Administrative Committee.
11 - Dismissal of the Contractor's Employees
⟦line⟧
The engineer has full authority to request the contractor to dismiss or exclude anyone from
his employees whom the community deems undesirable or unfit to continue in the work, and the
contractor must implement those requests immediately upon their issuance, 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 works and materials
supplied at the work site after obtaining a certificate from the engineer to that effect, and that is
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
at the work site according to its local estimation. Provided that these advances
granted to the contractor are not considered as an admission of acceptance of the work by the committee, but rather the
contract conditions apply to all completed / <ins>and uncompleted</ins> work until it is finally handed over to the committee.
13 - Final Measurement and Settlement of the Contractor's Account
⟦line⟧
After the work is fully completed in all respects by the certificate of the community's engineer, the
Administrative Committee shall receive the work as a provisional handover, and the contractor's account shall be settled according to
⟦signature⟧

Archival unit 4

Page ( 3 )
The total lump sum amount agreed upon in this contract after deducting all
advances paid to the contractor according to 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 level or are not compliant
with the specifications or drawings related to the contract, and 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 issued instructions will not be recognized, nor will it be measured, nor will the
value of the materials used in the execution of such works be paid to the contractor.
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, and the securities 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.
The contractor must carry out the repairs requested by the Committee within a week from
the date of his written notification, and in the event of his failure to perform the work, the Committee shall withdraw the securities
belonging to him and carry out the work at his expense and deduct the amount from him.
16 - Notices
⟦line⟧
The two contracting parties waive the right to issue notices from one to the other
⟦illegible⟧
- To be continued -

Archival unit 5

p. ( 4 )
via the Notary Public regarding the affairs of this contract. Every notice sent by 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 applying the Labor Law regarding all labor matters and complying with them
concerning wages for official holidays, feasts, and compensations, and is also responsible for accidents
that occur to his employees at the work site, and he must pay all resulting compensations
accordingly, as the Committee is not responsible at all regarding the workers.
18 - Withdrawal of Work from the Contractor and its Consequences
⟦line⟧
a - If the contractor fails to start work promptly upon receiving written notification
thereof.
b - Or if he falls short in performing the execution of works with the required speed.
c - Or if he fails to perform the execution of works <del>in accordance with the contract</del>.
d - Or if he delays in completing ⟦the work⟧ the works beyond the specified deadline in the contract.
e - Or if he actually stops 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 machinery, workers, materials, and sufficient and appropriate supplies so
that he can execute the permanent work quickly and without interruption.
g - Or if he commits, personally or through an intermediary, any violation of any of the contract's provisions
he is bound to implement or observe, and continues in 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 (whether in Iraq or abroad) becomes 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 it was liquidated, whether the liquidation was compulsory
⟦blue ink signature/mark⟧
- to be continued -

Archival unit 6

p ( 5 )
voluntary (unless the liquidation was voluntary with the intention of reorganizing the company
on bases established in writing by the government) or if the contractor was a company and it 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 Mosaic Community employees, whether independent
or having any connection to the work subject of this contract, the committee in any of these cases -
1 - May withdraw from the contractor the execution of the remaining works.
2 - The withdrawal of the execution of the remaining works as mentioned above shall be by sending a
written notice by order of the Chairman 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 extension or leniency, this does not diminish or prejudice the
Community's rights under this article, nor do the previous provisions affect the committee's right
to claim compensation established under the applicable laws.
4 - In case of withdrawing the work or part of it from the contractor as previously explained
according to any other provisions in the contract, the committee, at its cost discretion,
may exercise one of the following rights -
a - To carry out itself at the contractor's expense the execution of all the works that have
not yet been completed or any part thereof.
b - To put all or some of the works not yet completed out to tender again.
c - To agree with a private contractor 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 liable 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 liable also for paying any amount
due for them to another party or paying any rent for them to the contractor or others.
⟦illegible⟧
- to be continued -

Archival unit 7

p ( 6 )
The committee shall have the right in any case to seize all or some of the machinery, tools, and materials
even after the completion of the work, as a guarantee for its rights, and the contractor must pay the committee
all the expenses it incurs in this regard in excess of the contract value, and he must compensate it
for all the losses it incurs because of that. The committee may deduct the value of the expenses and losses
referred to from the insurance amount or from the contractor's requests or from any money belonging to him.
However, if the work cost 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, and the committee may sell the machinery, tools, or materials
that the contractor brought without being responsible for any losses incurred by him as a
result of their sale.
In the event that the work is withdrawn from the contractor, an inventory report shall be organized for the works, buildings,
tools, equipment, and materials at the work site and for the work that has been completed in a
satisfactory condition, by the responsible engineer of the Mosaic Community, and this inventory shall take place in the presence of
the contractor, who must be officially warned to attend, either himself or his representative. If the contractor does not attend or
does not send a representative, the inventory shall be carried out in his absence.
This inventory shall be confirmed by a report signed by the community 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 its nature must be recorded in the aforementioned report.
19 - The prices to be set by the contractor include the layout of the building land according to the maps
while preparing the ground surface by removing the rubble and transporting it outside (by cars if the
matter requires) so that it is disposed of permanently. It also includes cleaning the building and the site
after the completion of the work so that it is directly suitable for use before it is received
temporarily by the community or the supervising engineer.
20 - The community has the right to carry out any item at its own responsibility by providing materials and labor or
materials only, and the contractor performs the work, and the fee shall be as agreed if the committee deems so.
⟦illegible signature in blue ink⟧
⟦illegible signature in blue ink⟧
- to be continued -

Archival unit 8

p ( 7 )
necessary for that, but if the committee prepares the materials and 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 hand. If they do not agree, they may appoint those who have
experience in that, provided that the disagreement over that does not give the contractor any right to delay the work.
22 - A - The bidder must be one who has previously performed works similar to this building in terms of
type and quantity, and must submit 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 ( ⟦line⟧ ) and the necessary iron elevators and others ⟦line⟧
provided that the area of the mold that the bidder is able to place at one time is not less than square meters,
and the bidder must submit a detailed statement of the mentioned equipment.
C - If the bidder has a company, he must attach the company's internal regulations ⟦line⟧
with the tender.
23 - The contractor undertakes to use the vibrator ( ⟦line⟧ ) for concrete works.
24 - The bars used for reinforcement shall be of the blue iron type, and it is not permissible to use
rusted bars.
⟦signature⟧
25 - The gravel shall be of the clean, washed river type.

Archival unit 9

p ( 8 )
Schedule of Works and Prices
For the contract of constructing a ground floor and first floor on plot No. ⟦166⟧, Al-Sinak district
Item | Details of Works | Quantity and Unit | Price | Amount Fils Dinar
1 | Earth excavations for foundations with backfilling of sides
The excavations shall be as stated in
the drawings and shall be vertical and the edges
and sides straight and the bottom of the excavation level
and balanced. The soil resulting from the excavation
shall be removed outside the construction site, and if the contractor exceeds
the works indicated in the plan without the written
approval of the engineer, he must fill the
excess excavations with concrete
1:3:6 at his own expense. | 500 m3 | 500 | - 250
2 | Paving works with broken bricks
The broken bricks shall be of the hard calcined
type and 12 cm thick. The price includes
the process of compacting with iron rammers
well, spraying with water and grouting
with cement mortar in a ratio of 1 - 10. | 950 m2 | 300 | - 285
3 | Unreinforced concrete works for foundations
The concrete ratio shall be 1:3:6 of
cement, Habbaniyah sand, and washed river gravel
graded in size 1 1/4 inch
and below, and the sand must be from
Habbaniyah Lake sources, and it is not permitted to use
river sand at all for any purpose
of construction except with the engineer's approval
Note: In all concrete works, a mechanical
mixer must be used. | 20 m3 | 3000 | - 60
595 -
To be continued -
⟦illegible⟧

Archival unit 10

Page ( 9 )
Item | Details of Works | Quantity and Unit | Price | Amount
 |  |  |  | Fils | Dinar
4 | Brickwork with cement
⟦25 cm construction⟧
⟦38 cm construction⟧
The bricks shall be of the hard-burnt type
and the construction shall be carried out with cement mortar and
Habbaniya sand in a ratio of 1:4. It is not permissible to use
broken or used bricks. The hard-burnt bricks
shall be soaked 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 an
excellent and singular manner. (The Sect's engineer
has the right to reject any part of the construction
that he does not see as conforming to technical conditions
or due to it containing salts). | ⟦476.0⟧
⟦925.0⟧ m3 | 1250 | 000
250 | 595
1156
5 | Damp-proof course concrete with Silocrete
with a thickness of 3 inches for walls.
⟦line⟧
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 ratio of
Silocrete shall be 1:10 of the amount of water
required for making the concrete. The price includes
the necessary wooden forms. | ⟦450.0⟧ m2 | 100 | - | 45
6 | Damp-proof plaster with Silocrete
with a thickness of 1" for walls.
⟦line⟧
The mixture ratio shall be 1:3 of cement
and Habbaniya sand, and the ratio of Silocrete
shall be 1:8 of the amount of water required for the mixture
⟦...⟧ |  |  |  |
250 1796
Engineer ⟦...⟧

Archival unit 11

P (10)
Amount | Price | Quantity and Unit | Details of Works | Item
Dinar | Fils |  |  |  |  |
1786 | 250 |  |  | Continuation of Item - 6 - |
 |  |  |  | This damp-proof course level is located |
 |  |  |  | at a height of five courses above the first |
 |  |  |  | concrete damp-proof course, and the tiling between the first |
 |  |  |  | and second damp-proof courses shall be built with cement at a ratio of 1:4 |
280 | - | - | 400 | 751 m2 | Pouring concrete under the tiles with a thickness of 5 cm | 7
The concrete shall be at a ratio of 1:3:6 cement
280 | — | — | 400 | ⟦marginalia: 750 m2⟧ | 7 — Pouring concrete under the tiles with a thickness of 5 cm ⟦line⟧
 |  |  |  |  | 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).
927 | 500 | 1 | 250 | ⟦marginalia: 750 m2 thickness 25 cm⟧ | 8 — Brickwork and gypsum ⟦line⟧
 |  |  |  |  | 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
The bricks shall be of the Baydar 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 shall be freshly burnt
and produced by mechanical factories
and the engineer has the right to reject the gypsum
if he deems it not of excellent quality
and likewise if it becomes clear to the supervising engineer
on behalf of the community that a portion 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 - Backfilling works for floors with soil
⟦line⟧
Backfilling operations are carried out in layers with a thickness
not exceeding 20 cm and are well compacted
200 - - 60
75 2072
⟦illegible⟧ 22/10/⟦illegible⟧
⟦illegible⟧ To be continued

Archival unit 12

p ( 11 )
Amount | Price | Quantity and Unit | Item Details of Wo ⟦line⟧ rks
Fils Dinar | | |
2072 750 | | | Continuation of the ninth item
 | | | with iron rammers and saturated with water in a
 | | | sufficient manner to ensure no subsidence of the floors, provided that
 | | | the soil is clean and free of stones
 | | | and the measurement is net, so the contractor must calculate
 | | | the shrinkage ratio after ramming.
962000 | 21 | 460 m2 | 10- Reinforced concrete works for roofs, columns,
 | | | beams, stairs, balconies ... etc.
 | | | <del>and shop awnings and inspection chambers</del>
 | | | 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 reinforcement bars shall be according to
 | | | the measurements and dimensions in the relevant drawings.
 | | | The price includes the necessary wooden formwork,
 | | | and the reinforced concrete must be sprayed for a period of no less
 | | | than ten days continuously, and the formwork
 | | | for vertical pours must not be opened before the lapse of
 | | | 48 hours after pouring, and a period of 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 drawings
 | | | or engineering art and construction principles, the contractor
 | | | shall then be responsible for repairing them or
 | | | removing and re-pouring them as required by
 | | | necessity.
286000 | 400 | 715 m2 | 11- Bitumen and roofing works
 | | | a- First, a layer of bitumen is placed directly on the roof
 | | | with a thickness of no less than 3/8"
 | | | extending onto the parapet walls to a height of
12019750 | | | 8 inches, provided that the bitumen is of

Archival unit 15

Page 14
Paragraph | Details of Works | Quantity and Unit | Price | Amount
 | 3" x 3" x 1/4" fixed well in the walls, and the leaves are angle iron 2" x 2" x 1/4" and iron plate from the outside 1/8" thick, 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. |  | 500 | 15272
17 | Wooden Doors
The frames shall be made of good Swedish pine wood free of knots and cracks and according to the dimensions and measurements in the specialized maps, provided that the frames are 2" x 6" and the leaves are 2" pressed on both sides with the best types of plywood, provided that the doors are equipped with handles and hidden locks with two keys of the best foreign types available in the local markets. | ⟦90 m2⟧ | 5000 | 495
18 | Tiling with mosaic tiles and cement mortar ⟦gypsum⟧
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 a size other than this is requested, the difference shall be paid to the contractor) and tiled with mortar | ⟦125 m2⟧ | 1250 | 168750
 |  |  |  | 15927250
⟦signature⟧

Archival unit 20

p. ( 19 )
Item | Details of Works | Quantity and Unit | Price | Amount
Fils | Dinar
⟦line⟧ ⟦line⟧ ⟦line⟧ ⟦line⟧ ⟦line⟧ ⟦line⟧
750 | 19256 | Continuation of Item ( 28 ) Item - c -
⟦line⟧
Marking with a 1/2" diameter pipe and placing a valve
on each pipe in a suitable location. All
pipes are to be placed inside the walls or under
the tiles and encased in concrete in a
good manner.
d - Porcelain urinals
⟦line⟧
Number
2
- 10 - 20

Archival unit 21

( 20 )
Item Details of Works Quantity and Unit Price Amount
Fils Dinar
⟦line⟧ ⟦line⟧ ⟦line⟧ ⟦line⟧ ⟦line⟧
Continuation of Item ( 28 ) - G -
⟦line⟧
G - From the inside 60 by 60 by 40 cm
and the manholes must be equipped with a cover of
cast iron of the (Air Tight) English type
and the floor of each manhole must be paved
with cement mortar and Habatiya sand to direct
and drain the foul water in a good manner, provided
that the faces of the walls are plastered from the inside

Archival unit 23

p. 22
Item | Details of Works | Quantity | Price | Amount | Fils Dinar
40 | Spiral doors for shops | 105.0 m2 | 2 | 222 | 750
41 | Reinforced concrete for column bases underground with formwork mixing 1-2-4 ⟦for constructions⟧ | 32.0 m3 | 18 | 576 | 000
42 | Reinforced concrete with formwork ⟦leveled⟧ to ground level at a ratio of 1-2-4 | 15.0 m3 | 18 | 270 | 000
43 | Casting polished concrete with a thickness of 15 cm, ratio 1-2-3 | 1.0 m2 | 1 | 1 | 000
44 | Polished concrete steps for the stairs at a ratio of 1-2-4 | 1.0 m2 | 1 | 1 | 000
45 | Encasing sewage pipes with concrete at a ratio of 1-2-4 | 45.0 m.l | 150 | 6 | 750
46 | Cement slurry under gypsum plaster, ratio 1-1 | 3500.0 m2 | 50 | 175 | 000
47 | Cement pointing of the ironed type | 220.0 m2 | 120 | 26 | 400
48 | Brickwork with cement 1-4 | 3.0 m3 | 5 | 15 | 000
49 | Glass brick construction for walls, quantity | 50.0 ft2 | 1 | 50 | 000
50 | Coping according to the maps | 35.0 m.l | 500 | 17 | 500
51 | Cement filling for the skirting | 350.0 m2 | 300 | 105 | 000
52 | Electrical installations including boards, main switch, fuses ... etc. | Lump sum | 500 | 50 | 000
43 | Leveling the ground, demolishing the existing building, and transporting all debris after the committee takes what it wants from that debris | Lump sum | 500 | 500 | 000
54 | Guarding, water supply, paying expenses, providing electric current if needed, and paying all expenses | Lump sum | 100 | 100 | 000
55 | Cleaning the building, wiping the glass, and making it complete in all respects | Lump sum | 20 | 20 | 000
56 | Pipes for fresh water and sewage, complete including elbows, traps, tees, and everything the work needs as detailed below | | | | 
 | 6 galvanized pipes with a diameter of 2 inches for sink water | 15.0 m.l | 750 | 11 | 250
 | ⟦line⟧ | 45.0 m.l | 500 | 22 | 500
2544 750
To be continued
⟦signature⟧

Archival unit 24

Amount | Price | Quantity | Work Details | Item
Fils Dinar |  |  |  | 
25544 150 | 250 | 450 m.p | Galvanized pipes 3/4 inch diameter | C
110 | 200 | 500 m.p | = 1/2 = = = | D
200 | 100 | 2 units | 1 inch lock | E
150 | 750 | 2 units | = 3/4 = = = | F
100 | 500 | 2 units | = 1/2 = = = | G
450 | 1500 | 30 m.p | Cast iron pipes 4 inch diameter | H
130 | 1000 | 13 m.p | Pipes 3 inch diameter (iron) | I
⟦signature⟧
25627 900 |  |  |  |

Archival unit 25

p. ( 23 )
Carried over from the previous page
⟦line⟧
Fils | Dinar
900 | 45657
180 | 72844
720 | 21782
A 15 % discount is applied to all prices (if the bidder so desires)
⟦Only twenty-one thousand seven hundred and eighty-two Dinars⟧
A 5 % reserve amount is added, which may or may not be spent
by order of the Administrative Committee ( Contingoncies ) .
⟦illegible signature⟧
Grand Total