Voices from the Archive

IJA 2549

Contract Agreement, Administrative Committee for Iraqi Jews; Fee Exemption for Burial Society

View interactive document page

Description

These are documents from the Baghdadi Jewish community and contain a general contract agreement between the Administrative Committee for Iraqi Jews and a contractor, including a schedule and cost estimates. Also included is a letter from the Baghdad district office to the Iraqi Office of Transportation and Traffic Police regarding a registration fee exemption on a vehicle for the Ḥevrah Ḳadishah (Burial Society).

Metadata

Archive Reference
IJA 2549
Item Number
11863
Date
Approx. January 1, 1961 to December 31, 1970
Languages
Arabic
Keywords
Office of Transportation and Traffic Police, Financial, Chart, Correspondence, Ḥevrah Ḳadishah, Baghdadi Jewish Community, Annotation, Burial Society, File folder, Engineering, Administrative Committee for Iraqi Jews, Contract, Typed, Iraqi Government

AI en Translation, Pages 1-25

Page 6

- 1 -
Secret tender for the construction of ⟦line⟧ on the land numbered 7 / 866
District
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 recognized banks to
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 (Secret tender for the construction of ⟦line⟧) is written on the envelope
⟦Construction of a ground floor and first floor on the land ...⟧
3 - The committee reserves the right not to accept the lowest-priced tender and has the right to reject any
tender without giving reasons for that.
4 - Any tender not submitted at the time specified in paragraph (2) above or not accompanied
by the stipulated security shall be neglected.
5 - The supervising engineer has the right to change the plans and quantities as he deems appropriate
and the contractor has no right to object to that, and the surplus and deficient quantities are 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 and decrease.
6 - If the contractor delays in completing the work within the period specified by him, he must
pay five Dinars (5/- Dinars) daily to the Administrative Committee in Baghdad, and
any objection submitted by the contractor for his delay in work will be rejected, and these
compensations shall be deducted from his entitlements or security deposit.
7 - When the quality of any material present in the bill of quantities is not mentioned, the supervising
engineer alone will be responsible for selecting it as he deems appropriate, and the contractor has
no right to object to that at all.
8 - The contractor must state the period he needs to complete the work, and this period
- To be continued -

Page 7

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 pages of the tender and return them within their bid.
10 - Materials
⟦line⟧
The contractor must provide all materials necessary for the work as specified in the maps and the schedule of
prices. The contractor alone shall be responsible for all materials and tools at the work site
and shall be responsible for any 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 the 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 execute those requests as soon as they are issued, and he has no right to claim any compensation
or indemnification 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 the materials
supplied at the work site after obtaining a certificate from the engineer to that effect, and that
on the basis of 90% ninety percent of the cost of the works completed according to the prices of
the contract 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 the completed work ⟦and the uncompleted 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 completely finished in all respects as certified by the community's engineer, the
Administrative Committee shall take temporary delivery of the work and the contractor's account shall be settled according to

Page 8

Page ( 3 )
⟦Measurements and Prices⟧
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 opinion,
based on quality and workmanship that do not meet the required level or are not in accordance
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 instructions issued will not be recognized, nor will it be measured, and the value of
the materials used in the execution of such works will not be paid to the contractor.
15 – Maintenance Period
⟦line⟧
The contractor must maintain the work for a period of six months from the date of the committee's acceptance
of 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 after deducting the amounts due from him properly—shall be returned to him 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 of him by the committee within a week from
the date of his notification in writing, and if he fails to perform the work, the committee shall withdraw the securities
belonging to him and perform 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

Page 9

p ( 4 )
by the notary public in the affairs of this contract, and every warning 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 applying the labor law regarding all labor matters and observing them
regarding wages for official holidays, feasts, and compensations, and he is also responsible for accidents
that occur to his employees at the work site, and he must pay all compensations resulting
therefrom, 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 fails to start work promptly upon receiving written notice
to that effect.
b - Or if he falls short in carrying out the execution of works at the required speed.
c - Or if he fails to carry out the execution of works ⟦in accordance with the contract⟧.
d - Or if he delays in completing ⟦the work⟧ 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 thereof immediately and in writing.
f - Or if he fails to supply or install machinery, workers, materials, and sufficient and appropriate equipment 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 provisions of the contract
that he is bound to execute 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 becomes (whether in Iraq or abroad) bankrupt
or if he submits a petition 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
- to be continued -

Page 10

p ( 5 )
or voluntary (unless the liquidation was voluntary for the purpose of reorganizing 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 whatever
its type to any employee or worker of the Jewish community's employees, whether he was independent
or had any relation to 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 - And without withdrawing the execution of the remaining works according to what was mentioned above by sending a warning -
in writing by order of the Chairman of the Administrative Committee for Iraqi Jews to the contractor and
this warning shall be effective without taking any legal or official procedures.
3 - And if the contractor is granted any grace period or indulgence, that does not diminish or prejudice the rights of
the community under this article, and the previous provisions do not affect the right of the committee
to claim the compensations prescribed under the laws in force.
4 - In case of withdrawing the work or part of it from the contractor according to what was previously stated
according to any other provisions contained in the contract, the committee, according to its estimation of the cost,
may use one of the following rights . -
A - To perform by 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 that have not yet been completed into tender again.
C - To agree with one of the contractors privately 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, nor 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 wage for them to the contractor or others.
Correct
- To be continued -

Page 11

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 work is finished, as a guarantee for its rights. 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, 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 granted to him until
these expenses and losses are settled. The committee may sell the machinery, tools, or materials
provided by the contractor 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 list 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, under the knowledge of the responsible engineer of the Mosaic Community. This inventory shall be sent in the presence of
the contractor, who must be officially notified to attend in person or through his representative. If the contractor does not attend or
does not send a representative, the inventory shall be conducted in his absence.
This inventory is 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, it must
be recorded, as well as the nature of this conflict or dispute, in the aforementioned report.
19 - The prices to be set by the contractor include surveying the building's land according to the maps,
along with preparing the ground surface by removing debris and transporting it outside (by cars if
necessary) 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
provisionally 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, with the contractor performing the work, and the wage shall be according to agreement if the committee so decides.
- To be continued -

Page 13

P ( 8 )
Schedule of Works and Prices
For the contract of constructing ⟦a ground floor and a first floor⟧ on the land numbered ⟦166 / 2⟧ 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 according to what is stated in
the maps 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 approval of
the engineer - in writing - he must backfill
the excess excavations with concrete
1 : 3 : 6 at his own expense. | ⟦500 m3⟧ | ⟦0.400⟧ | ⟦200.000⟧
2 | Paving works with broken bricks
The broken bricks shall be of the Al-Maskharaj type
hard and 12 cm thick. The price includes
the process of pounding with iron rammers
well and spraying with water and grouting
with cement mortar in a ratio of 1 - 10. | ⟦950 m2⟧ | ⟦0.220⟧ | ⟦209.000⟧
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 1/4 inch
and below, and the sand must be from
Habbaniyah Lake sources and it is not allowed to use
river sand at all for any purpose
of construction purposes except with the approval of the engineer | ⟦10 m3⟧ | ⟦4.750⟧ | ⟦47.500⟧
Note: In all concrete works, a
mechanical mixer must be used.
-- To be continued --
⟦456 / 500⟧

Page 14

p. (9)
Item | Details of Works | Quantity & Unit | Price | Amount | fils dinar
4 | Brickwork with cement
Bricks shall be of the hard-burned type
and construction is carried out with cement mortar and Habbaniyah
sand in a ratio of 1:4. It is not permissible to use
broken or used bricks. The hard-burned bricks
must be submerged in water before construction
for a sufficient period of no 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 no less than seven days.
The price includes all the above-mentioned in an
expert 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 it containing salts). | ⟦285 m3⟧ | 1.250 | 114.650
5 | Damp-proof course concrete with Siliocrete
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
of graded size from
3/4 and below. The ratio of
Siliocrete shall be 1-10 of the amount of water
necessary to make the concrete. The price includes
the necessary wooden formwork. | ⟦45 m2⟧ | 0.800 | 36.000
6 | Damp-proof plastering with Siliocrete
with a thickness of 1" for walls.
⟦line⟧
The mix ratio shall be 1-3 of cement
and Habbaniyah sand, and the ratio of Siliocrete
shall be 1-8 of the amount of water required for the mix |  |  |
1633 / 925

Page 15

p (10)
Amount
Fils Dinar | Price | Quantity and Unit | Details of Works | Item
925 1633 |  |  |  |
Continued Item - 6 -
⟦line⟧
This level of the damp proof course is located
at a height of five courses above the first concrete
damp proof course, and the masonry between the first
and second damp proof course shall be in cement mortar (1:4) ratio.
270.000 | 0.100 | 2700 m2 | Casting concrete under the tiles with a thickness of 5 cm. | - 7 -
⟦line⟧
The concrete shall be at a ratio of 1:3:6 of cement,
Al-Habbaniya sand, and river gravel,
and the concrete shall be mixed with Silocrete
as mentioned in Item (5).
825.000 | 1.100 | 750 m3 | Brickwork and Gypsum (Juss) | - 8 -
⟦line⟧
The bricks shall be of the white type
produced by the Building Materials Company
or from any company chosen by
the Engineer, so that the bricks are
of the best types available in
the markets, and the gypsum must be newly burned
and produced by mechanical factories.
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
appointed by 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 building purposes.
25.000 | 0.250 | 100 m3 | Backfilling works for floors with soil | - 9 -
⟦line⟧
The backfilling operations are carried out in layers whose thickness
does not exceed 20 cm. They are to be well compacted.
- To be continued -
⟦line⟧
925 / 2693

Page 17

p. ( 12 )
Item | Details of Work | Quantity and Unit | Price | Amount
| | | fils | dinar
| | | 11295/675
⟦line⟧
Follow-up Item - 11 --
The best types of local bitumen, and adding
an amount of 10 percent of liquid bitumen
during the burning of the bitumen. It is not permitted to use
black oil at all in the bitumen, noting
the overlapping of the bitumen layer on the surfaces by 4 cm.
at least over each other.
b - Sloping of surfaces with fine soil that matches
the fineness of Al-Gassaniya sand, and otherwise
the supervising engineer may reject it.
The sloping works are carried out by placing the soil
in layers not exceeding 5 cm. To be moistened
slightly with water and compacted with manual rammers so
that the average thickness of the sloping is 10 cm.
in the center and 15 cm near the parapets.
c - Bitumen coating of the surfaces again with a layer not less than
its thickness than " 3/8 while noting what was mentioned
in the paragraph above.
| | 60 m.p | 1.900 | 114.000
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 base of cast iron or concrete
at the bottom. The elbow must be connected
by a small piece of pipe to
the concrete basin on the roof, which
must have dimensions of 30 cm. by
30 cm. by 3 cm. provided that the
surface of the basin is at the level of the flashing and the
concrete ratio is 1 : 2 : 4 with Silocrete material
as described with the moisture barrier.
| | 500 m | 0.220 | 110.000
13 - Gypsum plastering for internal walls
The joints are first cleaned well between the bricks
then plastered afterwards with fermented gypsum
excellent quality with a layer thickness of no less than ¼
inch, provided that the gypsum is from the factory
of Qanbar Agha or the Iraqi Building Materials
Company -- first class -- and the final
plaster surface must be polished and completely
level and the corners regularly rounded.
| | | | 12509/675

Page 18

Page ( 13 )
Item | Work Details | Quantity and Unit | Price | Amount
|  |  |  | Fils Dinar
⟦line⟧
675 / 1250.9                                                               Continued Item ( 13 )
⟦line⟧
The two plaster layers shall be of Mahdi Qanbar plaster
Lugha and ordinary plaster shall not be used at all
neither in construction nor in whitening.
200.000 | 0.400 | 500 m2 | 14 | Cement plastering for the exterior faces of the building
⟦line⟧
The joints between the bricks must first be cleaned thoroughly
then sprayed with water and splattered with cement
slurry and then plastered with cement and Al-Habbaniyah
sand in a ratio of 1 = 3 and with a thickness of not less
than 3/4" provided that the plastering is done with rulers
and a plumb bob and that the plastering surfaces are level
and perfectly polished.
150.000 | 7.500 | 20 m2 | 15 | Iron windows and vents works
⟦line⟧
The windows and vents shall be as shown
in the drawings produced by the Iraqi Engineering
Products Company and all windows must be equipped
with a ⟦illegible⟧ slide handle
and all windows must be fixed with 5/8" bars
and a fly screen must be installed over all windows
from the outside and they must be provided with
2 mm 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.
31.875 | 7.500 | 4.250 m2 | 16 | Iron doors
⟦line⟧
The doors shall be made of iron according to
the measurements and dimensions in the relevant drawings
provided that the frames are angle iron
16391.550

Page 19

Page 14
Amount | Price | Quantity & Unit | Details of Works | Item
12391 / 550 | | | 3" x 3" x 1/4" fixed to the walls in a good |
manner and the shutters are 2" x 2" x 1/4" angle iron |
and 1/8" thick iron plate from the outside |
provided that the doors are equipped with locks and handles |
of foreign origin. 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 plans or |
instructions provided by the specialized engineer. |
405,000 | 4,500 | ⟦90m2⟧ | Wooden doors |
Frames shall be of good quality Swedish deal wood |
free from knots and cracks and according to the dimensions |
and measurements in the relevant plans, provided that the |
frames are 2" x 6" and the shutters 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. | 17
168,750 | 1,250 | ⟦135m2⟧ | Tiling with mosaic tiles and cement mortar ⟦plaster⟧ |
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 | 18
13965 / 300

Page 22

p. ( 17 )
Item | Details of Works | Quantity and Unit | Price | Amount
|  |  |  | Fils Dinar
| ⟦line⟧ | ⟦line⟧ | ⟦line⟧ | ⟦line⟧
15883/300
24 | Brickwork with gypsum for parapets (Tygh)
⟦line⟧
Refer to the brickwork specifications mentioned
in item ( 8 ) . | 850 m2 | 0.700 | 595.000
25 | Staircase railing
⟦line⟧
It shall be built according to the best craftsmanship and quality
in terms of workmanship and materials, whereas
heights, design, and dimensions can
be viewed in the attached drawings
or with the denomination's engineer or in
the denomination's offices. | 180 ft2 | 0.500 | 90.000
26 | Tiling with glossy tiles for bathrooms
⟦line⟧
The tiles shall be of the color, type, and shape
chosen by the specialized engineer -
It shall be of the English type and the paving
shall be at the highest degree of perfection
and its back must be coated with
( Sealocrete Machenkay mechanical
keying liquid
according to the manufacturer's specifications
to prevent it from falling off after
application. | 70 m2 | 2.500 | 175.000
27 | Digging a cesspit to a depth of about 3.00 m. and the diameter
at the bottom not less than 2.00 m. Construction shall be
done properly with clean clay and equipped
with an English cover size 18" by 18".
Note
⟦line⟧
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 | 30.000 | 30.000
16773/300

Page 23

(p. 18)
Amount | Price | Quantity and Unit | Details of Works | Item
Fils Dinar |  |  |  |
16772 300 |  |  | ⟦line⟧ |
|  |  | Sanitary Installations | 28
|  |  | ⟦line⟧ |
105,000 | 15,000 | Number 7 | a - Porcelain Western Toilet -
|  |  | It must be of the best types available in the markets, equipped with a low water tank, meaning it operates by 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 the use of a wooden cover is strictly prohibited. When installing the toilet, the drain pipe must be connected with a diameter of (4) inches to the manhole or septic tank as required, with the installation of a vent pipe of 3 inches diameter rising 50 cm above the roof parapets. |
10,000 | 10,000 | Number 1 | b - Porcelain Eastern Toilet
|  |  | It must be of the best types available in the markets, equipped with a high water tank, meaning it operates by a chain. As for the vent and connection to the manhole or septic tank, the instructions in the previous paragraph must be followed. |
40,000 | 10,000 | Number 4 | c - Porcelain Washbasins
|  |  | They must be of the best types available in the markets and of size 20 inches, and equipped with two plated-type faucets and a trap siphon. The faucets are connected with a lead pipe. |
17928/300

Page 24

p (19)
Amount | Price | Quantity & Unit | Item: Details of Works
Fils Dinar | | |
17928/300 | | | ⟦line⟧
| | | Continuation of Item (28) Paragraph (c)
⟦line⟧
| | | Then with a 1 1/2" diameter pipe, and a valve is placed
on each pipe in a suitable location. All
pipes are placed inside the walls or under
the tiles and encased in concrete
properly.
21,000 | 7,000 | 3
Quantity | (d) Porcelain Urinals
| | | They must be of the best types available
in the markets, and the urinals are to be connected with a pipe
of 2 inch diameter.
20,000 | 5,000 | 4
Quantity | (e) Gullies
⟦line⟧
| | | The gullies shall be made of cast iron with a diameter of 4 inches
and must be fixed /with concrete/ properly. The
gullies must be connected with a cast iron pipe with a diameter
of 4 inches to the outside of the building. It is not allowed
to use locally manufactured cast iron
gullies.
30,000 | 15,000 | 2
Quantity | (f) Water tank on the roof
⟦line⟧
| | | The tank must be made of iron -
sheet metal size 3 x 3 x 3 feet
equipped with a float valve, and the price includes painting
with oil paint, three coats by brush, and the
oil paint shall be Sealocrete oil and Acid
of type Resisting Paint
64,000 | 8,000 | 8
Quantity | (g) Excavation and construction of complete manholes
| | | The base shall be of 1:3:6 concrete
over a layer of broken bricks, and the
manhole walls are built with bricks and cement
with a thickness of 25 cm. The dimensions of the manholes shall be
18072/300 | | |

Page 25

( 20 )
Item | Details of Wo⟦line⟧rk | Quantity and Unit | Pri⟦line⟧ce | Amou⟦line⟧nt
Fils Dinar
⟦line⟧ ⟦line⟧ ⟦line⟧ ⟦line⟧ ⟦line⟧
Continued Item ( 28 ) – G –
G – From the inside 60 by 60 by 40 cm
And the manholes must be equipped with a cover made of
cast iron of the (Air Tight) English type
Also, the floor of each manhole must be paved
with cement mortar and Habbaniya sand to direct
and drain the sewage properly, provided
that the interior wall surfaces are plastered
with cement and sand mortar in a 1 : 3 ratio.
The contractor must supply and install these
tools and sanita⟦line⟧ry installations
provided they are of the best ty⟦line⟧pes
available in the markets and that the work
is carried out according to the highest techni⟦line⟧cal methods
The price includes everything necessa⟦line⟧ry
for the installations and fresh water and sewage pipes
and necessary elbows, joints,
T-junctions, traps, valves, and vent pipes
3-inch diameter for the toilets
taking into account that the contractor's
price also includes the connecti⟦line⟧on
and laying of fresh water pipes to the roof
and to the ground and first floors. As 1
it includes laying sewage pipes –
(4-inch diameter cast iron) to the sewage
tanks.
18073/300
Note
⟦line⟧
The contractor has the right to place a lump sum
specific to this item if he deems it appropriate
to make it independent of the previous items
Total 20.000
18093/300