Contract between President of the Jewish Community and General Contractor
View interactive document pageThis is a contract agreement between the President of the Baghdadi Jewish Community and a general contractor. It contains the conditions of the contract as well as estimates for labor and supplies for various construction projects.
⟦Army...⟧ Membership in the Council General and Accounts 4 years (From October 1948 - 11/11/1952) Law and system of the Israelite community and systems of committees (1) Hospitals (2) Schools (3) Endowments (4) Churches and special instructions regarding these subjects
Secret tender for the construction of: ⟦building⟧ on the land numbered ⟦...⟧ district of ⟦Ras al-Qarya⟧ Contract Form The engineer or engineers - The engineer who shall carry out this contract on behalf of the community is the engineer Saleh Yusuf or any other engineer or engineers appointed by the community in writing in this capacity and whose names are notified to the contractor for the execution of the work stipulated in this contract. And the contractor has also agreed hereby to provide - in accordance with the terms and conditions contained herein and in the specifications, the bill of quantities, and the maps - the construction materials stipulated in the general conditions and all workers, machinery, equipment, tools, instruments, scaffolding, and ⟦guarding⟧ and everything that is necessary or may be necessary for the works and services covered by this contract and to complete them fully with the highest degree of mastery and workmanship in the execution of ⟦...⟧ The contractor has acknowledged that he has visited the work site and has fully, accurately, and precisely reviewed all maps and the work to be performed under this contract and that he has also inspected the work area and the site for storing construction materials and water installations. Signature/ Chairman of the Administrative Committee for the Presidency of the Jewish Community in Baghdad. Witness ⟦...⟧ Date ⟦...⟧ Witness ⟦...⟧ Signature / Contractor Mr. ⟦...⟧ Date ⟦...⟧
On the numbered land Secret tender for the construction of In the locality of General Conditions 1- The bidder must provide cash insurance amounting to 5 percent, and these insurances may be submitted in the form of a letter of guarantee from one of the banks to the Presidency of the Jewish Community in Baghdad. 2- The bidder must submit the contract documents in a sealed envelope at or before 12:00 PM on the day corresponding to 7/9/1957 to the Presidency of the Jewish Community in Baghdad, provided that it is written on the envelope (Secret tender for the construction of ⟦line⟧) 3- The community reserves the right not to accept the lowest priced tenders 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 insurance stipulated will be neglected. 5- The supervising engineer has the right to change the maps and quantities as he deems appropriate, and the contractor has no right to object to that, and the excess and deficient quantities are priced according to the contractor's price in the bill of quantities. 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 Jewish Community in Baghdad, and any objection submitted by the contractor for his delay in work will be rejected, and these compensations will be deducted from his entitlements or insurance. 7- When the quality of any material present in the bill of quantities is not mentioned, the supervising engineer alone will be responsible for choosing it as he deems appropriate, and the contractor has no right to object to that at all. 8- The contractor must indicate the period he needs to complete the work, and this period will be taken into consideration when studying the tender. 9- Bidders must sign all the maps attached to this tender as well as all pages of the tender and return them within their bid. 10- Materials The contractor must supply all the materials necessary for the work and fixed in the maps and the price schedule, and the contractor alone is responsible for all materials and tools at the work site and is responsible for every theft or shortage that occurs in them, noting that all materials at the work site are considered property of the Jewish Community until the end of the work, and the contractor has no right to remove them or dispose of them. "To be continued"
Page 2 therein except with the written approval of the Jewish Community. 11- Dismissal of the Contractor's Employees 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 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 The Community 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, on the basis of 90 percent of the cost of the completed works according to the contract prices and 75 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 shall not be considered as an acknowledgment of acceptance of the work by the Community, but rather the terms of the contract shall apply to all completed and uncompleted work until it is finally handed over to the Community. 13- Final Measurement and Settlement of the Contractor's Account After the work is completely finished in all respects as certified by the Community's engineer, the Jewish Community shall take over the work provisionally, and the contractor's account shall be settled according to the agreed lump sum amount in this contract after deducting all advances paid to the contractor on account of his works. As for the contractor's securities, they shall be retained by the Community for the maintenance period and returned to him upon its expiration and after the final handover of the work. 14- Rejection of Work The engineer has the right to reject any materials supplied by the contractor or any work that, in the engineer's view, is based on quality and workmanship that do not meet the required standard or do not comply with the specifications or drawings pertaining to the contract, and the contractor must remove the rejected materials and 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, and the contractor will not be paid the value of the materials used in the execution of such works. 15- Maintenance Period The contractor must maintain the work for a period of three months from the date the Community takes over the work from him provisionally, and he must repair all deficiencies or defects that may appear during the period
Page 3 Maintenance is at his own expense, and the securities or what remains of them shall be returned to him after deducting the amounts duly owed by him at the end of the maintenance period and after the contractor has fulfilled his obligations and the work has been finally received from him. The contractor must carry out the repairs requested of him by the Community within one week from the date of notifying him in writing. If he fails to perform the work, the Community shall withdraw the securities belonging to him if they are in the form of a bank guarantee and perform the work at his expense and deduct the amount from him. 16 - Notices The two contracting parties waive the right to address notices from one to the other through the notary <del>public</del> in matters of this contract. Every notice directed from one of the parties should either be delivered to the address of the other party or sent to it by registered mail. 17 - Labor Laws The contractor is responsible for applying the labor law regarding all labor matters and complying with them regarding official holiday and feast wages and compensations, as he is also responsible for accidents that occur to his employees at the work site and he must pay all compensations resulting therefrom since the Community is not responsible at all regarding the workers. 18 - Withdrawal of Work from the Contractor and its Consequences a - If the contractor is unable to start work quickly upon merely receiving a written notice to that effect. b - Or if he falls short in performing the execution of the works at the required speed. c - Or if he is unable to perform the execution of the works in accordance with the contract. d - Or if he is delayed in completing the works beyond the deadline specified in the contract. e - Or if he actually stops work for a period of one week without written permission from the Community unless he proves the existence of force majeure and informs the engineer and the Community of it immediately and in writing. f - Or if he is unable to supply or install machines, 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 contract provisions he is bound to implement or pursue and continued in this violation for a period of 14 days (taking into account any special condition stating a shorter period) after being warned in writing by the engineer to rectify this violation. h - Or if he abandons the work entirely.
Page 4 i - Or if the contractor (whether in Iraq or abroad) becomes 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 is a company and it is liquidated, whether the liquidation is compulsory or voluntary (unless the liquidation is voluntary for the purpose of reconstituting the company on ⟦bases⟧ approved in writing by the government) or if the contractor is a company and it is dissolved or if the contractor gives or promises or offers a gift or an advance or a reward or a benefit of any kind to any employee or worker of the Community's employees whether he is independent or has any relationship with the work subject of this contract, the Community has in any of these cases ⟦-⟧ 1 - To withdraw from the contractor the execution of the remaining works. 2 - The withdrawal of the execution of the remaining works shall be in accordance with what was mentioned above by sending a written notice ⟦coming⟧ from the Chairman of the Administrative Committee of the Jewish Community 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 reduce or prejudice the rights of the Community under this article, and the previous provisions do not affect the right of the Community to claim the compensation prescribed under the laws in force. 4 - In the event of withdrawing the work or part of it from the contractor in accordance with what was previously stated or in accordance with any other provisions contained in the contract, the Community, according to its estimation of the cost, 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 that have not yet been completed into a new tender. c - To agree with one of the contractors privately to complete the work. In all these cases, the Community 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 and for any damage or decrease in value that may occur to them for any reason, and without being responsible also for paying any amount due for them to another party or paying any rent for them to the contractor or others.
Page 5 The community 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 community all expenses incurred in this regard in excess of the contract value, and must compensate it for all losses incurred as a result. The community 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. If the work costs less than the contract prices, the difference shall not be returned to the contractor. For this purpose, the community may refrain from paying any amounts that have been granted to him until these expenses and losses are settled. The community may sell the machinery, tools, or materials that the contractor brought without being responsible for any losses incurred by him as a result of selling them. 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 community engineer. This inventory shall take place in the presence of the contractor, who must be officially notified to attend, either himself or his representative. If the contractor does not attend or does not send a representative, the inventory shall be conducted in his absence. This inventory shall be established by a report signed by the community engineer and the contractor or his representative. If any dispute or conflict arises regarding the condition of the existing work, 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, along with preparing the surface of the ground <del>and that</del> by removing debris and transporting it outside (by cars if required) so that it is disposed of permanently. It also includes cleaning the building and the site after completing the work so that it is fit for immediate use before its temporary handover 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 upon if the community deems it necessary. If the community provides the materials and labor, 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 community and its engineer on one hand and the contractor on the other. If they do not agree, they may appoint an arbitrator with experience in that regard, provided that the dispute over that does not give the contractor any right to delay the work.
Page 6 Schedule of Works and Prices For the construction contract of: On the land numbered: District: Period | Details of Works | Quantity and Unit | Price | Amount 1 | Earth excavations for foundations Excavations shall be as indicated in the drawings and shall be vertical, with straight edges and sides, and the bottom of the excavation level and weighed. Resulting soil from the excavation shall be removed outside the construction site. If the contractor exceeds the works marked in the plan without the written approval of the engineer, the contractor must backfill the excess excavations with 1:3:6 concrete at their own expense. | ⟦360⟧ m3 | 500/- | ⟦180,000⟧ Dinars 2 | Paving works with broken bricks Broken bricks shall be of the solid overburnt type with a thickness of 12 cm. The price includes the process of hammering with iron rammers well, water spraying, and grouting with cement mortar at a ratio of 1-10. | ⟦375⟧ m2 | 200/- | ⟦75,000⟧ Dinars 3 | Plain concrete works for foundations The concrete ratio shall be 1:3:6 of cement, Habbaniyah sand, and washed river gravel graded in size 1 1/2 inches and below. The sand must be from Habbaniyah Lake sources, and river sand must not be used at all for any construction purpose except with the approval of the engineer. | ⟦20⟧ m3 | 7.750 | ⟦155,000⟧ Dinars 4 | Brickwork and cement Bricks shall be of the overburnt type, and construction shall be with cement mortar and Habbaniyah sand at a ratio of 1:4. The use of broken or used bricks is not permitted | ⟦477⟧ m3 | 5.250 | ⟦2,504,250⟧ ⟦illegible⟧ ⟦signature⟧ ⟦2,914,250⟧
Page 7 Item | Details of Works | Quantity and Unit | Price | Amount | Continuation of Item (4) | | | ⟦illegible⟧ The hard-burnt bricks shall be submerged in water before construction for a sufficient period of no less than six hours, and all vertical and horizontal joints shall be filled with cement mortar, and the process of spraying the walls with water shall continue for a period of no less than seven days. The price includes all of the above in a perfect and good manner. (The Sect's Engineer has the right to reject any part of the construction that he does not see as conforming to the technical conditions or due to it containing salts). ⟦illegible⟧ 5 | Damp-proof concrete with Sealocrete, 3 inches thick for walls. | 240 m2 | 750/- | 180,000 Dinars 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 Sealocrete ratio shall be 1:15 of the amount of water required to make the concrete. The price includes the necessary wooden formwork. 6 | Damp-proof plaster with Sealocrete, 1" thick for walls | 200 m2 | 200/- | 40,000 Dinars The mixture ratio shall be 1:3 of cement and Habbaniya sand, and the Sealocrete ratio shall be 1:8 of the amount of water required for the mixture. The level of this damp-proof course is located at a height of five courses above the first concrete damp-proof course, and the construction between the first and second damp-proof courses shall be cement construction at a ratio of 1:4. 7 | Pouring concrete under the tiles with a thickness of 5 cm | 100 m2 | 480/- | 48,000 Dinars The concrete shall be at a ratio of 1:3:6 cement with Habbaniya sand and washed river gravel, and the concrete shall be mixed with Sealocrete as stated in ⟦signature⟧
Page 8 Item | Work Details | Quantity and Unit | Price | Amount Continuation of Item ( 7 ) Item ( 5 ) . 8 Brickwork with gypsum The bricks shall be of the white type produced by the Building Materials Company or from any company selected by the engineer, provided that the bricks are of the best types available in the markets
Page 9 Item | Details of Works | Quantity and Unit | Price | Amount | Continued from Item (10) period of 48 hours after pouring and for 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. And if the resulting pours are not in accordance with the drawings or engineering art and construction principles, the contractor at that point is responsible for repairing them or removing them and pouring them again as necessity dictates. ⟦This item includes pouring the concrete⟧ ⟦illegible⟧ | | | 2029.650 11 | Roofing and Insulation works a) First, a layer of bitumen not less than 3/8" thick is placed directly on the roof, extending to the parapet walls to a height of 8 inches, provided that the bitumen is of the best types of local bitumen and that an amount of 15 percent of liquid bitumen is added during the burning of the bitumen. And it is not permitted to use black oil at all in the bitumen, noting the overlapping of the bitumen sheets on the surfaces by 4 cm at least over each other. b) Insulating the roofs with fine soil whose fineness matches Habariya sand, otherwise the supervising engineer may reject it. The insulation works are carried out by placing the soil in layers not exceeding 5 cm, moistened slightly with water and compacted with hand rammers, provided that the average insulation thickness is 10 cm in the middle and 15 cm near the parapets. c) Covering the surfaces again with a layer not less than 3/8" thick, noting what was mentioned in the above paragraph. | | -/860 | 120/400 2160.050 ⟦signature⟧
Page 10 Item | Work Details | Quantity and Unit | Price | Amount 160,500 2,000 45,000 12 Rainwater pipes The pipes shall be made of cast iron with a diameter of 4 inches and shall include each pipe an elbow at the roof and a base of cast iron or concrete at the bottom, and the elbow must be connected by a small piece of pipe to the concrete basin on the roof whose dimensions must be 30 cm by 30 cm by 25 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 damp-proof course. 1300 260/- 338,000 Dinars 13 Cement plastering and gypsum whitening for internal walls The joints are first cleaned well between the bricks then splashed with cement grout and then whitened with a layer of cement 1:3, and as for the sand, it shall consist of 1:1 of Habbaniya sand and river sand, and the whitening shall be using straightedges and plumb bobs, then this plaster is left for a period of at least seven days during which it is continuously sprayed with water then left for a suitable period to dry. Then it is whitened after that with excellent fermented gypsum with a layer thickness of no less than 1/4 inch, provided that the gypsum is from Mahdi Qanbar Agha or the Iraqi Building Materials Company - first grade - and the final whitening surface must be polished and completely level and the corners regularly rounded. 380 180/- 74,400 ⟦illegible⟧ 200 14 Cement plastering for the external faces of the building and painting with Silocem The joints are first cleaned well between the bricks and then sprayed with water and splashed with cement grout and then whitened with cement and Habbaniya sand in a ratio of 1:3 and with a thickness of no less than 3/4", provided that the whitening is carried out with straightedges and plumb bobs ⟦line⟧
Page 11 Item | Details of Works | Quantity and Unit | Price | Amount 259,200 Dinars 266,000 Dinars 7,600 35 m2 94,940 11,200 8.47 m2 295,140 Continuation of Item (14) And the plaster surfaces must be completely level and smooth. After that, the surfaces shall be painted with Cellocem in three coats and in colors chosen by the supervising engineer. 15) Iron Windows and Ventilators Works The windows and ventilators shall be as shown in the drawings produced by the Iraqi Engineering Products Company and all windows must be equipped with a "slide" handle. And all windows must be fixed with a 5/8" rebar and a fly-proof wire mesh must be fixed over all windows from the outside, and they must also be provided with 2 mm gauge glass fixed with English putty supplied in sealed drums to the work site. The windows shall be according to the designs and sizes provided by the engineer. 16) Iron Doors The doors shall be made of new iron according to the measurements and dimensions in the relevant drawings, provided that the frames are 3" x 3" x 1/4" angle iron fixed well into the walls, and the leaves are 2" x 2" x 1/4" angle iron and iron plate from the outside with a thickness of 1/8", provided that the doors are equipped with foreign locks and handles. The doors shall be plated on both sides. Unless the doors are made of iron and glass, in which case the glass division shall be according to the drawings or instructions provided by the specialized engineer. ⟦signature⟧
Page 12 Item | Details of Works | Quantity and Unit | Price | Amount 17 | Wooden Doors The frames shall be of good quality Swedish pine wood free from knots and cracks and according to the dimensions and measurements in the relevant drawings, provided that the frames are 2" x 6" and the leaves are 2" pressed on both sides with the best types of plywood, provided that the doors are equipped with handles and hidden locks with two keys of the best foreign types available in the local markets. | ⟦illegible⟧ | ⟦illegible⟧ | ⟦illegible⟧ 18 | Tiling with Mosaic Tiles and Cement Mortar 1:3 Supplying tiling materials for floors with the best types of mosaic tiles in size 8 inch by 8 inch (and if a different size is requested, the difference is paid to the contractor). It is tiled with cement and sand mortar in a ratio of 1:3 and the tiling must be level and fixed strongly. After finishing the tiling, the face of the tiles is grouted with pure white cement mortar. And the mosaic must be covered with mats or Habbaniya sand with sufficient thickness to protect the mosaic from contamination by paint. The color and quality of the mosaic shall be according to the approval of the Sect's engineer supervising the construction. | ⟦illegible⟧ | ⟦illegible⟧ | ⟦illegible⟧ 19 | Window Sills of Mosaic It shall be of excellent type and in colors chosen by the supervising engineer with a width of about 25 cm. Its edge shall protrude from the wall surface by about one inch. | ⟦illegible⟧ | ⟦illegible⟧ | ⟦illegible⟧ 2951.220 Dinars 12.000 -/600 14.900 -/900 7.000 -/280 2096.220 ⟦signature⟧
Page 13 Item | Work Details | Quantity and Unit | Price | Amount 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 white cement, noting what was stated in item (18). | ⟦illegible⟧ | 800/- | 2096/440 224/000 Dinars 21 | Casting ⟦illegible⟧ | | | ⟦illegible⟧ 5700 Dinars -/280 types of gypsum and grouted with white cement, noting what was stated in item (18). 21 Painting with oil paint After completing 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 drums and is equivalent in quality to the paints of the British Chemical Company (I.C.I.), provided that the painting is done by brush. Windows are calculated as one face. is equivalent in quality to the paints of the British Chemical Company (I.C.I.), provided that the painting is done by brush. Windows are calculated as one face. 22 Painting with Emulsion Supplying emulsion from the (I.C.I.) company in the colors chosen by the supervising engineer, then painting the walls after cleaning and wiping them well, and painting with a brush in two coats. The community has the right to provide a special painter if it deems it necessary, and when its supervising engineer does not approve of the quality of the paint and its method. 23 Electrical Installations The contractor shall carry out all electrical installations required, and the wires, pipes, and other electrical installations shall be of the G.E.C. type. The point shall be complete in all respects, including the lamp and the ceramic shade. ⟦illegible⟧ 252,000 262,922 ⟦signature⟧
Page 14 Paragraph | Details of Works | Quantity and Unit | Price | Amount | Continued from paragraph (23) | | | 2629.220 | A - Hidden point with unslotted pipes with teeth. | | | | B - Visible point | | | | Note | | | | A two-way point is considered as one and a half points and considering | | | | the block, whatever its type, as half a point. | | | 24 | Ceilings | 350 m2 | 3.000 | ⟦1050.000 Dinars⟧ | To be in reinforced concrete according to the maps | | | | provided by the engineer in terms of thickness and reinforcement | | | | and the mixing ratio shall be 1 = 2 = 4. | | | | A unit price is requested to be set as follows to be followed in case | | | | the community decides to change the type of ceilings. | | | | A - Ceilings of the concrete Siporex type. | | 2.250 | | B - If the ceilings are of Akada (vaulted) type, knowing | | 2.500 | | that the steel beams (I-beams) used | | | | 6" x 3" placed at a distance of 75 cm from center | | | | to center and the price includes the I-beam as well as | | | | being painted with two coats of anti-rust paint. | | | | Note | | | | Ceilings are measured in all cases from inside the rooms | | | | i.e., the net area, while the part resting on the masonry | | | | is considered part of the brickwork construction, so the contractor must | | | | take that into account. | | | 25 | Construction with brick and gypsum for whitening | 500 m2 | 1.000 | 500.000 | See brick construction specifications mentioned in item (8). | | | 26 | Staircase railing | 25 L.M. | 6.000 | ⟦150.000 Dinars⟧ | And it shall be established with the best workmanship and quality in terms of | | | 4907.220
Page 15 Amount | Price | Quantity and Unit | Details of Work | Item | | | Continuation of item (26) | | | | Work and materials, and as for heights, design and measurements | | | | they can be viewed from the attached maps or at | | | | the sect's engineer or in the sect's offices. | | | | Tiling with glossy tiles for bathrooms | 27 | | | And the tile shall be in the color, type and shape chosen by | | | | the specialist engineer and be of the English type and the paving | | | | to the highest degree of perfection and its back must be coated | | | | with Sealocrete Mechanikey material | | | | keying liquid | | | | according to the manufacturer's specifications to prevent it from | | | | falling after application. | | | | Digging a cesspool with a depth of about 3.00 m. And the diameter from | 28 | | | the bottom is not less than 2.00 m and the construction shall be | | | | in a good manner with clean bricks and equipped with an English cover | | | | size 18 x 18 by 18. | Note When building the septic tank, its items are calculated individually according to the prices set in the bill of quantities in terms of excavation, construction, and cement plastering etc.... ⟦illegible⟧ 20,000 15,000 ⟦illegible⟧ 2,915,22 ⟦illegible⟧
Page 16 Item | Details of Works | Quantity and Unit | Price | Amount 4907.220 Dinars 15.500 Dinars 12.500 Dinars 10.000 Dinars 4945.220 Dinars 29 Sanitary Installations 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. And the siphon must be of the type approved by the engineer. And the cover must be of plastic type, and it is not allowed to use a wooden cover at all. When installing the toilet, the drainage pipe with a diameter of (4) inches must be connected to the manhole or septic tank as required by necessity, with the installation of a vent pipe diameter 3 inches rising by 50 cm above the roof parapets. b - Porcelain Eastern Toilet It must be of the best types available in the markets, equipped with a high water tank, meaning it operates by chain. As for the venting and connection to the manhole or septic tank, what was mentioned in the previous paragraph must be observed. c - Porcelain Washbasin It must be of the best types available in the markets and of size 20 inches, and it must be equipped with two plated-type faucets and a trap siphon. The faucets are connected to a lead pipe and then to a 1/2 diameter pipe, and a valve is placed on ⟦signature⟧
Page 17 ⟦line⟧ Item | Work Details | Quantity and Unit | Price | Amount 4945.220 Dinars 15.000 Dinars 12.000 Dinars Continuation of Item (29 - c -) ⟦line⟧ Each pipe in a suitable location, all pipes are placed inside the walls or under the tiles and encased in concrete in a good manner. d - Porcelain Urinals ⟦line⟧ They must be of the best types available in the markets, and the urinals must be connected to a 2-inch diameter pipe. e - Gullies ⟦line⟧ The gullies shall be made of cast iron with a diameter of 4 inches and must be fixed with concrete in a good manner. The gullies must be connected with a 4-inch diameter cast iron pipe to the outside of the building, and it is not permitted to use locally manufactured cast iron gullies. f - Water tank on the roof The gullies with a 4-inch diameter cast iron pipe to the outside of the building, and it is not permitted to use locally manufactured cast iron gullies. f - Water tank on the roof The tank must be made of sheet iron measuring 3 x 3 x 3 feet, equipped with a float, and the price includes painting with three coats of oil paint by brush, and the oil paint shall be Sealocrete oil and Acid of the Resisting Paint type. g - Excavation and construction of manholes The base shall be of concrete 1:3:6 over a layer of broken bricks, and the walls of the manholes shall be built with bricks and cement with a thickness of 25 cm, and the internal dimensions of the manholes shall be 60 x 60 x 40 cm, and the manholes must be equipped with a cast iron cover of the English (Airtight) type, and they must also be extended 15.000 Dinars 27.500 ⟦illegible⟧ 55.000 Dinars 5027.220 ⟦illegible⟧ ⟦signature⟧
Page 18 Item | Details of Work | Quantity and Unit | Price | Amount Continuation of item (z) Floor of each manhole with cement mortar and Habbaniya sand To direct and drain waste water properly. The inner faces of the walls shall be plastered with cement and sand mortar in a ratio of 1 = 3. The contractor shall supply and install these tools and sanitary installations, provided they are of the best types available in the markets, and the work shall be performed according to the highest technical methods. The price includes all necessary installations and pipes for fresh water and waste water, and necessary elbows, traps, tees, gully traps, valves, and 3-inch diameter vent pipes for toilets, provided that the contractor takes into account that his price also includes connecting and extending fresh water pipes to the roof and to the ground and first floors. It also includes extending waste water pipes (cast iron 4-inch diameter) to the waste water tanks. 5027.220 20. ⟦illegible⟧ 49.500 21. ⟦illegible⟧ 15.000 75.000 Total 5151.720 5151.720 Add 4% contingency expenses that the community may spend or may not spend (contingencies) 206.069 Final Total 5357.789 ⟦markings⟧