AI en Translation, Pages 251-275
Page 251
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 necessary materials 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 property of the Presidency of the Administrative Committee for Iraqi Jews until
the completion of the work. The contractor has no right to remove them 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 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 work completed and the 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 work completed 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 and uncompleted work until it is finally handed over to the Committee.
13 - Final Measurement and Settlement of 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 take over the work provisionally, and the contractor's account shall be settled according to
Salman ⟦illegible signature⟧
⟦illegible signature⟧
Page 252
p ( 3 )
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, 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.
Every 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, 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 shall maintain the work for a period of six months from the date the Committee receives
the work from him as a provisional handover, 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 received from him.
1 - The contractor must carry out the repairs requested by the Committee within a week from
the date of being notified 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 direct notices from one to the other
- to be continued -
⟦Hearing⟧
Page 253
Page ( 4 )
via the Notary Public regarding the affairs of this contract. Every notice directed from one
of the two parties must either be delivered to the address of the other party or sent to them by registered mail.
17 - Labor Laws
⟦line⟧
The contractor is responsible for applying the labor law regarding all labor matters and observing them
concerning wages for official holidays, feasts, and compensations, and is also responsible for accidents
that occur to their employees at the workplace, and must pay all resulting compensations
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 is unable to start work promptly upon receiving written notice
thereof.
b - Or if they fall short in executing the works with the required speed.
c - Or if they are unable to execute the works ⟦in a manner⟧ that complies with the contract.
d - Or if they delay in completing the works beyond the deadline specified in the contract.
e - Or if they actually stop ⟦the work⟧ for a period of one week without written permission from the Committee unless
they prove the existence of force majeure and inform the engineer and the Committee of it immediately and in writing.
f - Or if they are unable to supply or install machinery, workers, ⟦materials⟧, and sufficient and appropriate equipment so
that they can execute the permanent work quickly and without interruption.
g - Or if they commit, personally or through an intermediary, any violation of any of the contract's provisions
they are obligated to implement or observe, and continued 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 they abandon the work entirely.
i - Or if the contractor (whether in Iraq or abroad) becomes bankrupt
or if they file for bankruptcy or their financial insolvency is proven or they settle with their creditor
or if the contractor was a company and it was liquidated, whether the liquidation was compulsory
- to be continued -
⟦Sami⟧
Page 254
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 presented a gift, advance, reward, or benefit of whatever
kind to any employee or worker of the Mosaic Community, whether independent
or having any relation to the work subject of this contract, then the committee in any of these cases: -
1 - May withdraw from the contractor the execution of the remaining works.
2 - And without withdrawing the execution of the remaining works as mentioned above, by sending a written
warning by order of the Chairman of the Administrative Committee for Iraqi Jews to the contractor, and this
warning shall be valid / effective without taking any legal or official procedures.
3 - If the contractor is granted any deadline or leniency, this does not diminish 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 case of withdrawing the work or part of it from the contractor as previously explained
according to any other provisions contained in the contract, the committee may, at its discretion,
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 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
to complete 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 -
⟦signature⟧
Page 255
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, in order to guarantee 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 insurances, or 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 have been granted to him until
these expenses and losses are settled, and 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 that the work is withdrawn from the contractor, an inventory report shall be organized regarding the works, buildings,
tools, equipment, and materials at the work site, and regarding the work that has been completed in a
satisfactory condition, by knowledge of the responsible engineer of the Mosaic Community. This inventory takes place in the presence of
the contractor, who must be officially warned to attend, him 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 is documented 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 documented in the referred report.
19 - The prices to be set by the contractor include planning the building land according to the maps
with preparing the ground surface by removing the rubble and transporting it outside (by cars if required)
so that it is permanently disposed of. It also includes cleaning the building and the site
after completion of the work so that it is suitable for direct use before its handover
temporary handover by the community or the supervising engineer.
20 - The community has the right to carry out any item on its own responsibility by supplying materials and labor or
materials only, and the contractor performs the work, and the fee shall be according to the agreement if the committee deems so.
Engineer
- To be continued -
Samah
⟦illegible⟧
Page 256
p. ( 7 )
necessity for that, but if the committee provides the materials and labor, then that 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 arbitrators with
expertise in that regard, provided that disagreement on this does not give the contractor any right to delay the work.
22 - a - The bidder must be someone who has 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 ( ), steel elevators, and others ⟦line⟧
provided that the area of the mold that the bidder is able to set at one time is not less than square meters,
and 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 permitted to use
rusted bars.
25 - The gravel shall be of the washed, clean river type.
⟦illegible⟧
⟦illegible⟧
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p ( 8 )
Schedule of Works and Prices
⟦line⟧
For the construction contract: ground floor and first floor
On the plot numbered: ⟦illegible⟧
District: Al-Sind
Item | Work Details | 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 weighed. 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 engineer's
written approval, he must fill the
excess excavations with concrete
1 = 3 = 6 at his own expense. | ⟦illegible⟧ | 450 | 175
2 | Paving works with broken bricks
The broken bricks shall be of the hard burnt 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 at a ratio of 1 - 10. | ⟦illegible⟧ | 400 | 285
3 | Unreinforced concrete works for foundations
The concrete ratio shall be 1 = 3 = 6 of
cement, Habbaniyah sand, and washed river gravel
graded size 1 1/2 inch
and below. The sand must be from
Lake Habbaniyah sources and it is not permitted to use
river sand at all for any purpose
of construction purposes except with the approval of the engineer
Note: In all concrete works, a mechanical
mixer must be used. | ⟦illegible⟧ | 5500 | 55
- To be continued -
⟦illegible signature⟧
515
Page 258
Page ( 9 )
Item | Details of the Work | Quantity and Unit | Price | Amount
4 | Construction with bricks and cement
⟦line⟧
The bricks shall be of the hardened type
and the construction is carried out with cement mortar and
Habbaniya sand in a ratio of 1 = 4. It is not allowed to use
broken or used bricks. The hardened bricks
must be submerged in water before construction
for a sufficient period of not less than six hours, and all
vertical and horizontal joints must be filled
with cement mortar. The process of spraying water
on the walls continues for a period of not less than seven days.
The price includes everything mentioned above in a
perfect and singular manner. (The community's engineer
has the right to reject any part of the construction
that he does not see as conforming to technical specifications
or due to its salt content). | ⟦945⟧ m3 | 1200 | 1134000
5 | Damp-proof concrete with Silocrete
with a thickness of 3 inches for walls.
⟦line⟧
The mixing ratio shall be 1 = 2 = 4 of cement,
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 amount of water
necessary to make the concrete. The price includes
the necessary wooden molds. | ⟦45⟧ m3 | 900 | 40500
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 necessary for the mixture | ⟦21⟧ m2 | 600 | ⟦600⟧
1169600
Salman
⟦signature⟧
Page 259
p ( 10 )
Item | Details of Works | Quantity and Unit | Price | Amount
| Follow-up to Item - 6 - | | | Fils Dinar
| This damp-proof course level is located | | |
| at a height of five courses above the first | | |
| concrete damp-proof course ⟦and construction⟧ between the first | | |
| and second damp-proof course shall be cement construction at a ratio of 1:4 | | |
- 7 | Pouring concrete under the tiles with a thickness of 5 cm | ⟦700 m2⟧ | 350 | 245
| 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 | Construction with bricks and gypsum | ⟦750 m3⟧ | 1170 | 877 500
| The bricks shall be of the white type | | |
| produced by the Building Materials Company | | |
| or from any company chosen by | | |
| the engineer, provided that the bricks are | | |
| of the best types available in the | | |
| markets, and the gypsum must be freshly burnt | | |
| 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 | | |
| from the community's side that part of the gypsum | | |
| has been damaged as a result, 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 | ⟦200 m3⟧ | 250 | 050
| Backfilling operations are carried out in layers whose thickness | | |
| does not exceed 20 cm. They are to be well-rammed | | |
- To be continued -
1172 500
Sama'a
Page 260
Page ( 11 )
Item | Details of the Work | Quantity and Unit | Price Fils | Price Dinar | Amount Fils | Amount Dinar
| Continuation of Item Nine | | | | |
| with iron rammers and saturated with water in a | | | | |
| sufficient manner that ensures no floor subsidence, provided that | | | | |
| the soil is clean and free of stones | | | | |
| and the measurement shall be net, therefore the contractor must calculate | | | | |
| the shrinkage ratio after ramming. | | | | |
10 | Reinforced concrete works for roofs, columns, | ⟦460⟧ m2 | 250 | 24 | 100 | 11
| beams, stairs, balconies ... etc. | | | | |
| ⟦and porcelain tiles and window perimeters⟧ | | | | |
| 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 reinforcing bars must be according to | | | | |
| the measurements and dimensions in the relevant drawings. | | | | |
| The price includes the necessary wooden formwork, | | | | |
| and reinforced concrete must be sprayed for a period not less | | | | |
| than ten days continuously, and the formwork | | | | |
| for vertical pours must not be opened before | | | | |
| a period of 48 hours after pouring, and ten days | | | | |
| for horizontal pours. The strength and | | | | |
| durability of the formwork must be ensured, as the contractor is | | | | |
| solely responsible for that. If the resulting | | | | |
| pours are not in accordance with the drawings | | | | |
| or engineering standards and building principles, the contractor | | | | |
| shall then be responsible for repairing them or | | | | |
| removing and re-pouring them as deemed | | | | |
| necessary. | | | | |
11 | Bitumen coating and leveling works | ⟦715⟧ m2 | 400 | .. | 286 | ..
| a- First, a layer of bitumen not less than 3/8" thick | | | | |
| is placed directly on the roof, extending up | | | | |
| the parapet walls to a height of 8 inches, | | | | |
| provided that the bitumen is of | | | | |
| | | | | 55 |
| | | | | 441 | 11
⟦Samahi⟧
⟦illegible⟧
Page 261
p ( 13 )
Item | Work Details | Quantity and Unit | Price | Amount
| | | Fils | Dinar
Continuation of Item - 11 -
⟦line⟧
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 allowed to use
black oil at all in the bitumen, noting the
overlap of the bitumen layer on the surfaces by 4 cm.
At least over each other.
b - Earth filling of the roofs with fine soil that matches
the fineness of Al-Habbaniyah sand, and otherwise
the supervising engineer may reject it. -
And the earth filling works are carried out by placing the soil
in layers not exceeding 5 cm. They are moistened
slightly with water and compacted with hand rammers,
provided that the average thickness of the filling is 10 cm.
In the center and 15 cm near the parapets.
c - Bitumen coating the roofs once again with a layer of no less
than 3/8" thickness, taking into account what was mentioned
in the item above.
12 - Rainwater Pipes
⟦line⟧
The pipes shall be of cast iron with a diameter of 4
inches, and each pipe includes an elbow in -
the roof and a base of cast iron or concrete
at the bottom, and the elbow must be connected -
via a small piece of pipe to
the concrete basin on the roof, which
must have dimensions of 30 cm. by
30 cm. by 10 cm., provided that
the basin surface is at the level of the rendering and the
concrete ratio is 1 - 2 - 4 with Silocrete material
as described with the moisture proofing
13 - Gypsum Plastering for Interior Walls
⟦line⟧
The joints between the bricks are first cleaned well,
then plastered afterwards with fermented gypsum
of excellent quality, a layer of no less than 1/2
inch thickness, provided that the gypsum is from the
Qanbar Agha source or the Iraqi Building Materials
Company -- first grade -- and the
final plaster surface must be smooth and completely
level, and the corners must be regularly rounded.
120 | 2000
120 | 5000
220 | 1100
1220 | ⟦illegible⟧
Page 262
Page ( 13 )
Item | Details of Works | Quantity and Unit | Price | Amount
| | | Fils | Dinar
| Continuation of Item ( 13 ) | | |
| The two plaster layers shall be of Mahdi Qanbar | | |
| Agha plaster, and ordinary plaster shall not be used at all | | |
| neither in construction nor in plastering. | | |
14 | Cement rendering for the exterior faces of the building | ⟦500 m2⟧ | 330 | 165
| 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 sand | | |
| from Al-Habbaniyah at a ratio of 1:3 and a thickness of at least | | |
| 3/4", provided that the plastering is done using straightedges | | |
| and plumb lines, and the plaster surfaces must be level | | |
| and perfectly smooth. | | |
15 | Iron windows and vents works | ⟦100 m2⟧ | 4750 | 475
| Windows and vents shall be as shown | | |
| in the drawings, manufactured by the Iraqi Engineering | | |
| Products Company, and all windows must be supplied | | |
| with a handle and a slide | | |
| and all windows must be fixed with a 5/8" | | |
| iron bar, and fly-proof wire mesh must be fixed | | |
| above all windows from the outside, and they must also | | |
| be supplied 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. | | |
16 | Iron doors | ⟦25 m2⟧ | 5500 | 137500
| Doors shall be of iron according to | | |
| the measurements and dimensions in the relevant drawings, | | |
| provided that the frames are angle iron | | |
777 275
Salman
⟦signature⟧
Page 263
Page 14
Paragraph | Work Details | 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 thickness, 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. | | | ⟦135000⟧
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 relevant 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 local markets. | ⟦291⟧ | 4700 | 427750
18 | ⟦marginalia: Al-Hisn⟧
Tiling with mosaic tiles and cement mortar -
3 = 1
The tiling materials for the floors are provided with the best types of mosaic tiles of size 8 inches by 8 inches (and if another size is requested, the difference is paid to the contractor) and tiled with mortar | ⟦3125⟧ | 1000 | 120
562750
⟦signature⟧
Page 264
p. (15)
Item | Details of Works | Quantity and Unit | Price | Amount
| Continuation of Item (18) | | Fils | Dinar
| Cement and sand in a ratio of 1:3 and the | | |
| tiling must be level and fixed in a | | |
| strong manner and after finishing the tiling it is grouted | | |
| The face of the tiles with white cement mortar | | |
| pure. 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 engineer's approval | | |
| of the supervising sect for the construction. | | |
19 | Window sills made of mosaic | ⟦illegible⟧ | ⟦illegible⟧ | ⟦illegible⟧
| it shall be of excellent quality and in colors that | | |
| the supervising engineer chooses with a width | | |
| of about 20 cm. Its edge shall protrude | | |
| from the wall surface by about one inch | ⟦...⟧ m2 ⟦...⟧ | 675 | 175000
20 | Tiling with plain tiles and gypsum mortar | | |
| the tiles shall be of excellent quality and applied | | |
| with the best types of gypsum and grouted with cement | | |
| white, noting what was mentioned in the item | | |
| . (18) | ⟦...⟧ | 250 | ⟦...⟧
21 | Painting with oil paint | | |
| 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 that it is equivalent in quality to the paints of | | |
| the British Chemical Company | | |
1628500
⟦signature⟧
Page 265
( P. 16 )
Item | Details of Works | Quantity & Unit | Price | Amount
| | | Fils Dinar | Fils Dinar
| Continuation of Item (21) | | |
| (I.C.I) provided that the | | |
| painting is done by brush. Windows are | | |
| calculated on one side. | | |
22 | Emulsion Painting | ⟦31⟧ | 220 | ⟦220⟧
| Supply of Emulsion from | | |
| (I.C.I) company in colors | | |
| chosen by the supervising engineer, then | | |
| painting the walls after cleaning | | |
| and wiping them well, and painting two coats | | |
| by brush. The community has the right to | | |
| provide a special painter if they see a | | |
| necessity for that and when their | | |
| supervising engineer does not approve of | | |
| the quality and method of painting. | | |
23 | Electrical Installations | | |
| The contractor shall perform all the | | |
| required electrical installations, and | | |
| the wires, pipes, and other electrical | | |
| installations shall be of the type G.E.C. | | |
| The point shall be complete in all respects | | |
| including the bulb and the porcelain shade. | | |
A - | Hidden point of unsplit pipes | 180 Points | 1100 | 198 000
| with threads. | | |
B - | Visible point | | |
| Note | | |
| A two-way point is considered one and | | |
| a half points, and a plug of any type is | | |
| half a point. | | | 198 220
Salman ⟦...⟧
Page 266
p. (17)
Item | Work Details | Quantity & Unit | Price | Amount
| | | Fils | Dinar
24 | Brick and gypsum construction for roofing | ⟦illegible⟧ | ⟦illegible⟧ | 595
| See brick construction specifications mentioned | | |
| in item (8). | | |
25 | Staircase railing | ⟦illegible⟧ | 450 | 26 ⟦illegible⟧
| To be constructed with the best craftsmanship and quality | | |
| regarding work and materials, while | | |
| heights, design, and dimensions can | | |
| be viewed in the attached drawings | | |
| or with the Sect's engineer or at | | |
| the Sect's offices. | | |
26 | Glossy tile flooring for bathrooms | ⟦illegible⟧ | 288 | 196
| Tiles shall be of the color, type, and shape | | |
| chosen by the specialized engineer - | | |
| and it shall be of the English type and the paving | | |
| at the highest level of perfection | | |
| and its back must be coated with a material | | |
| mechanical ( | | |
| Sealocrete Machenkay | | |
| keying liquid | | |
| according to the manufacturer's specifications | | |
| in order to prevent it from falling after | | |
| application. | | |
27 | Digging a cesspool approx. 3.00m deep and the diameter | ⟦illegible⟧ | 24.250 | 24.250
| bottom not less than 2.00m and construction to be | | |
| done well 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 regarding excavation | | |
| construction and cement plastering etc... | | |
| | | | 851.250
Salman
Page 267
(p. 18)
Item | Description of Works | Quantity and Unit | Price | Amount
| fils dinar fils dinar | | |
28 | Sanitary Installations | | |
| A - Porcelain Western Toilet - | Unit | 12,000 | 84,000
| Must be of the best types available in the market, equipped with a low-level 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; the use of wooden covers is strictly prohibited. When installing the toilet, the drain 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 3-inch diameter vent pipe rising 50 cm above the roof parapets. | | |
| B - Porcelain Eastern Toilet | Unit | 10,000 | ⟦10,000⟧
| Must be of the best types available in the market, equipped with a high-level water tank, meaning it operates by a chain. As for ventilation and connection to the manhole or septic tank, what was mentioned in the previous paragraph must be observed. | | |
| C - Porcelain Sinks | Unit | 7,500 | 30,000
| Must be of the best types available in the market, size 20 inches, and must be equipped with two plated-type faucets and a trap siphon. Faucets are to be connected with a lead pipe. | | |
124
⟦Sulayman⟧
Page 268
p (19)
Item | Details of the Works | Quantity and Unit | Price | Amount
| Continuation of Item (28) Paragraph - C -
⟦line⟧
And then with a pipe of 1/2" diameter and a lock is placed
on each pipe in a suitable location. All
pipes are placed inside the walls or under
the tiles and are encased in concrete in a
good manner. | ⟦illegible⟧ | Fils Dinar | Fils Dinar
D | Porcelain Urinals
⟦line⟧
They must be of the best types available
in the markets and the urinals are connected with a
2 inch diameter pipe. | Number
2 | 4500 | 9000
E | Gullies
⟦line⟧
Gullies shall be of cast iron with a diameter of 4 inches
in concrete
and must be fixed properly. And the
gullies must be connected with a cast iron pipe diameter
4 inches to the outside of the building and it is not allowed
to use locally made cast iron
gullies. | Number
6 | 2000 | 12000
F | Water tank on the roof
⟦line⟧
The tank must be made of galvanized
sheet iron measuring 3 x 3 x 3 feet
equipped with a float, and the price includes painting
with oil paint three coats by brush and the
oil paint shall be Sealocrete oil and Acid
of the Resisting Paint type | Number
1 | 15000 | 15000
G | Excavation and construction of complete manholes
⟦line⟧
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
25 cm thickness. And the dimensions of the manholes shall be | Number
1 | 7500 | 7500
| | | | 109500
Salman
Page 269
( 20 )
Item | Details of Works | Quantity and Unit | Price | Amount
| | | | fils dinar
⟦line⟧ | ⟦line⟧ | ⟦line⟧ | ⟦line⟧ | ⟦line⟧
Continued Item ( 28 ) - G -
G - Internally 60 x 60 x 40 cm
And the manholes must be provided with a cover made of
cast iron of the English (Air Tight) type
Also, the floor of each manhole must be paved
with cement mortar and Habatiya sand to direct
and drain sewage properly, provided
that the wall faces are plastered from the inside
with cement mortar and sand at a ratio of 1 - 3.
The contractor must provide and install these
sanitary tools and installations
provided they are of the finest types
available in the markets and that he carries out -
the work according to the highest technical methods
The price includes everything required of
installations, fresh water pipes,
and sewage pipes, and necessary elbows, studies,
tees, traps, valves, and ventilation
pipes with a 3-inch diameter for the toilets
provided the contractor takes into consideration
that his price also includes connecting
and laying fresh water pipes to the roof
and to the ground and first floors - K - 1
It includes laying sewage pipes -
(Cast iron 4-inch diameter) to the
sewage tanks.
Note
⟦line⟧
The contractor has the right to set a lump sum
specifically for this item if he deems it
appropriate to make it independent of previous items
20/000
20/000
20/000
Salman
Page 270
Page ( 21 )
Item | Details of Works | Quantity and Unit | Price | Amount
| | | Fils Dinar | Fils Dinar
29 | Reinforced concrete with a ratio of 1 - 2 - 4 for foundations according to the maps issued or to be issued by the specialized engineer. | ⟦13129⟧ m3 | 12/000 | 157/500
30 | Painting with Snowcem three coats in a very good manner. | 500 m2 | 110 | 55/000
31 | Excavating and building a complete cesspit with a depth of no less than -/3 meters and a bottom diameter of -/3 m, to be built with good bricks and clay | Previously included in item (27) | |
32 | Mosaic steps for the staircase (according to the design provided by the specialized ⟦engineer⟧) Precast. | ⟦135⟧ L.M. | 2/200 | 297
33 | Entrance door made of teak wood (with the design provided by the specialized ⟦engineer⟧) and the frame size shall be 6" x 3". | 70 square feet | 720/2 | 50/400
34 | Hooks for ceiling fans of excellent type. | Number 54 | 200 | 10/800
35 | Parapet wall with bricks and gypsum, provided that the gypsum is of the new hot type and the bricks are of excellent type. | ⟦127⟧ m2 | 720 | 91/600
36 | Steel beams (I-beams) and angles of English or Belgian type, new, blue color, free of rust, and of the size required by necessity. | Ton | 64/000 | 124
37 | 4" independent English Gully with fixing and cover. | Previously included in (⟦18⟧) | |
38 | Partitions with bricks and cement, cement mix 1 - 4. | | 720 | 750
39 | Painting with Distemper (Dry Distemper) of excellent type and not mixed with plaster. | 5000 m2 | 70 | 350/000
2534/520
⟦Salman⟧
⟦illegible⟧
Page 271
p 22
Item | Work Details | Quantity | Price | Amount
40 | Spiral doors for shops | 105 m2 | 1600 | 168000
41 | Reinforced concrete for column bases underground with mold, mixing ratio 1-2-4 | 3.30 m3 | ⟦illegible⟧ | ⟦illegible⟧
42 | Reinforced concrete ground beams with mold ⟦illegible⟧ to ground level, ratio 1-2-4 | 3.65 m3 | 12500 | 845200
43 | Pouring polished concrete 15cm thick, ratio 1-2-4 | 2.1 m3 | ⟦illegible⟧ | ⟦illegible⟧
44 | Polished concrete steps for the staircase, ratio 1-2-4 | ⟦illegible⟧ | ⟦illegible⟧ | ⟦illegible⟧
45 | Wrapping sewage pipes with concrete, ratio 1-2-4 | 45 m.p | 700 | 31500
46 | Cement slurry under gypsum plaster, ratio 1-1 | 2500 m2 | 0060 | 150000
47 | Cement jointing of the ironed type | 2.220 | 100 | 22000
48 | Brick and cement masonry 1-4 | 1 m3 | 4850 | 4850
49 | Glass brick construction in walls | 50/0 ft2 | 1700 | 65000
50 | Coping according to drawings | 2.35 m | ⟦illegible⟧ | 192500
51 | Cement plastering for skirting | 2.350 m2 | 0700 | 105000
52 | Electrical installations including boards, main switch, fuses... etc. | Lump sum | 80000 | 80000
53 | Land leveling, demolition of existing building, and removal of all debris after the committee takes what it wants from said debris | Lump sum | 150000 | 150000
54 | Guarding, water supply, payment of expenses, and providing electricity if needed and paying all expenses | Lump sum | 90000 | 90000
55 | Cleaning the building, wiping the glass, and making it complete in all aspects | Lump sum | 70000 | 70000
56 | Pipes for fresh water and sewage including elbows, ⟦fittings⟧, tees, and everything the work requires | | |
⟦illegible⟧ | 6 - Galvanized pipes with 1 inch diameter for sink water | 15 m.p | 700 | 10500
2385900
Page 272
Item | Work Details | Quantity | Price ⟦Fils Dinar⟧ | Amount Fils Dinar
B | Galvanized pipes 2 inch diameter | 45.0 m | 750 | 33 750
C | = 3/4 = = = | 45.0 m | 250 | 11 250
D | = 1/2 = = = | 50.0 m | 160 | 8 000
E | 1 inch valve | 2 units | 550 | 1 100
F | = 3/4 = = | 2 units | 450 | 0 900
G | = 1/2 = = | 2 units | 220 | 0 440
| Cast iron pipes 4 inch diameter | 30.0 m | 2000 | 60 000
| Pipe 3 inches diameter (iron) | 13.0 m | 1650 | 21 450
174 640
⟦illegible⟧
Page 273
p. (22)
Transferred from the previous page
⟦line⟧
Fils | Dinar
Deduct % from all prices (if the bidder so desires)
Add 5% contingency amount that may or may not be spent
by order of the Administrative Committee (Contingencies)
Page Number | Fils | Dinar | Grand Total
8 | | 0515 |
9 | 600 | 1169 |
10 | 500 | 1272 |
11 | | 11441 |
12 | | 1220 |
13 | 275 | 0662 |
14 | 750 | 0562 |
15 | 500 | 1628 |
⟦illegible⟧ | | |
17 | 200 | 0151 |
18 | | 0124 |
19 | 500 | 0109 |
20 | 000 | 0070 |
21 | 520 | 2574 |
22 | 900 | 2285 |
23 | 640 | 0134 |
| 755 | 24740 |
| 045 | 01237 | Add 5% as mentioned above
| 800 | 25977 | Only twenty-five thousand nine hundred seventy-seven Dinars and eight hundred Fils, nothing else.
Saleh
⟦illegible⟧