AI Transcription, Pages 76-100
Page 76
بغداد في ٢٠ حزيران ١٩٣٤
لحضور صاحب الفخامة وزير الداخلية المفخم
المعروض
نقدم طيا نظام جمعية قد عزمنا على تأليفها لتعليم الصناعة للفقراء في بغداد بعنوان "جمعية تعليم الصناعة الخيرية" ان لجنة ادارة هذه الجمعية متكونة من الموقعين ادناه الى حين انتخاب غيرهم بموجب نظام الجمعية . فنرجو التكرم بالأذن في تشكيل هذه الجمعية وفقا للأصول ولفخامتكم الامر .
| مثر د نكور
تاجر
محلة السنك | مويز أيتا
تاجر
محلة العباخانه | شاؤل داود
محام
محلة رأس القرية | عزرا دانيل
ملاك
محلة السنك |
| ابراهيم ناحوم
تاجر
محلة السنك | عزرا مثر منشي
تاجر
محلة رأس القرية | يوسف الكبير
محام
محلة سوق الغزل | |
مسجلة في وزارة الداخلية برقم ١١١٧٧ وتأريخ ٢٦ / ٦ / ١٩٣٤
Page 77
نظــــــــــــــــــــام
جمعية تعليم الصناعة الخيرية
تأسيس الجمعية وادارتها
١ ــ اسم الجمعية ــ تسمى الجمعية " جمعية تعليم الصناعة الخيرية "
٢ ــ غاية الجمعية ــ (١) تعليم صناعة للفقراء في بغداد وذلك بالطرق الآتية . ــ
آ ــ فتح مدرسة لتعليم الصناعة لأجل صنع اشياء او منتوجات كاملة من
مواد خام او من مواد بعض أجزاؤها مصنوعة وذلك بواسطة مكائن
تسير بقوة البخار او الكهرباء .
ب ــ تعهد ادارة مدرسة صناعة لأجل صنع أشياء على الوجه المذكور في
الفقرة (آ) اعلاه مؤسسة من قبل آخرين فيما اذا عهد مؤسسوها
او من يقوم بمقامهم ادارتها للجمعية
ج ــ مساعدة ماديا ومعنويا للذين يتعلمون صناعة خارج المدرسة
المنسوبة للجمعية .
(٢) تأسيس موارد مالية للمصاريف المقتضية لأغراض الجمعية الآنفة الذكر
وقبول تولية أوقاف مشروطة غلتها لتعليم صناعة الفقراء ويكون مركز الجمعية
في مدينة بغداد .
٣ ــ وارداتها ــ تكون واردات الجمعية من تبرعات واعانات واكتتابات شهرية او سنوية ومن غلة
اوقاف مشروطة لتعليم صناعة للفقراء ومن بدل اشتراك من اعضاء الجمعية قدرها
دينار عراقي واحد سنويا .
٤ ــ عضويتها ــ (١) تنحصر عضوية الجمعية في ثلاثين شخصا على ان لا يكون العضو دون العشرين
من عمره او ساقطا من الحقوق المدنية . يتم قبول الاعضاء الثلاثين للمرة
الاولى بانتخابهم من قبل الهيأة المؤسسة للجمعية بالأتفاق .
(٢) ان انضمام كل عضو جديد الى الجمعية بعد ذلك اذا كان فيها محل شاغر
في عدد اعضائها المعين في الفقرة السابقة يكون بالانتخاب من قبل الجمعية
في جلسة عامة تعقد خصيصا لذلك . ويجرى الانتخاب فيها بالتصويت الخفي
بالكيفية التي يقررها رئيس الجمعية ويتم الانتخاب باتفاق الآراء او بأكثرية من
ثلثي اعضاء الجمعية في ذلك الحين .
٥ ــ ادارتها ــ (١) تعهد اموال الجمعية وادارتها الى لجنة ادارتها ويجوز لهذه اللجنة ان
تنتدب احد اعضائها او اكثر لاجراءات معينة تتعلق بأعمالها عند اللزوم كما
لها ان تنتدب لذلك لجان فرعيه مؤلفه من شخصين او اكثر من اعضائها او من
اعضاء الجمعية او من غيرهم . وهذه اللجان الفرعيه تشتغل داخل حدود
تعليمات لجنة الادارة وعليها تقديم تقريرها عن اعمالها وعرض حساباتها وتسليم
ما يكون لديها من موجودات الجمعية عند انهائها العمل الموضوع اليها او عندما
تطلب اللجنة اليها ذلك .
(٢) لجنة الادارة مسؤولة من حفظ الاموال العائدة الى الجمعية والدفاتر ومسك الحساب
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— ٣ —
الحسابات واستيفاء الديون وصرف الاموال للوجوه المعينة لها .
٦ — تأليف لجنة — تؤلف لجنة الادارة من سبعة اشخاص من اعضاء الجمعية ينتخبون في الجلسة
الادارة السنوية العامة وهم ينتخبون من بينهم رئيسا ونائب رئيس وسكرتير ومحاسبا
يراقب حسابات الجمعية ويمسك صندوقها وقد انتخب اعضاء لجنة الادارة لاول
مرة من عزرا افندي دانيال وشاؤل افندي داود وموشيز افندي ايتا ويوسف افندي
الكبير وعزرا مئير افندي منشي وابراهيم افندي ناحوم ومئير افندي دنكور .
عند عدم حضور الرئيس ونائب الرئيس عن الجلسة ينتخب الاعضاء الحاضرون واحدا
من بينهم ليتولي رئاسة تلك الجلسة . تعتبر اللجنة منعقدة بحضور اربعة من
اعضائها عند عدم حضور الباقين مع علمهم بميعاد الجلسة .
٧ — قرارات اللجنة — تصدر القرارات من اللجنة بالاتفاق او بأكثرية لا تقل عن اربعة اصوات لانيابة
في التصويت ولا يقبل التصويت من عضو غير حاضر في الجلسة .
٨ — مدة عضوية — تنتخب اللجنة لسنة ويجوز انتخاب العضو السابق . اما اللجنة الاولى المؤلفة
اللجنة من مؤسسي الجمعية فان مدتها تنتهي في اول اجتماع يعقد بموجب هذا النظام
بعد تأسيس الجمعية .
٩ — وقائع الجلسات — يسجل السكرتير وقائع جلسات اللجنة واعمالها وقراراتها في سجل خاص
ويعرف بسجل المحاضر ويوقع عليها الاعضاء الحاضرون عند انتهاء كل جلسة .
١٠ — تقرير لجنة — على لجنة الادارة ان تنظم في مهلة كل ستة اشهر تقريرا تضمنه اعمالها
الادارة وحساباتها عن تلك المدة وتشرح فيه مطالعاتها وملاحظاتها في ما يقتضي
اجراؤه في امور الادارة والمالية خاص بمؤسسات الصناعة التي تحت ادارتها
مسترشدة بالتجارب التي مارستها ويوزع هذا التقرير على اعضاء الجمعية .
ولكل عضو من الجمعية ان يبدي مطالعاته وملاحظاته على ما جاء في ذلك التقرير
تحريرا بخطاب معنونا لرئيس اللجنة خلال خمسة عشر يوما من استلامه التقرير
وبعد مضي هذه المدة يدعو رئيس اللجنة اعضاء الجمعية الى الاجتماع ويقرأ عليهم
تقرير اللجنة والخطابات التحريرية الواردة من اعضاء الجمعية المتضمنة مطالعاتهم
وملاحظاتهم وتجري المداولة عليها وتصدر الجمعية قراراتها بحقها ويدون ما يقرر
في ذلك الاجتماع وتكون تلك المقررات دستور العمل في المستقبل .
١١ — المسؤولية — لا يجوز للجنة ان تربط الجمعية بدين يتجاوز خمس مائة دينار . واذا اقتضى ان
المالية تستدين اكثر من ذلك فيقتضي استحصال قرار في جلسة عامة .
١٢ — التوقيع — ان المأذون بتعاطي المعاملات والتوقيع في جميع العقود والصكوك والتحاويل
والمقاولات والمخابرات رئيس الجمعية ونائب رئيسها وعند غياب احدهما ينوب عنه
سكرتير الجمعية .
١٣ — عدم حضور — ان العضو الذي لم يحضر خمس جلسات متوالية مع سبق تبليغه بميعاد
اعضاء اللجنة الاجتماع بغير عذر مشروع يعد مستقيلا وحينئذ تنتخب اللجنة من اعضاء الجمعية
عوضه ويطبق هذا اصول الانتخاب اذا استقال العضو او انفصل عن الجمعية لسبب
من الاسباب .
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١٤ — الدراهم — تودع نقود الجمعية في احد البنوك وتسحب بصكات وانما يجوز ان يبقى في
صندوق اللجنة لأجل النفقات النثرية مبلغ لا يتجاوز خمسين دينارا .
الاجتماعات العامة
====================
١٥ — الجلسة — يعقد اجتماع عام لجميع اعضاء الجمعية في المحل الذي تقرره لجنة الادارة وذلك
العامة السنوية مرتين في السنة في اوائل شهر كانون الثاني واوائل شهر تموز . وينشر بين الاعضاء
مع منهاج الجلسة لشهر تموز تقرير اللجنة عن اعمال الجمعية المنوه عنه في المادة
١٠ وفيما يتعلق بجلسة كانون الثاني يضاف الى ذلك تقرير مدققي حسابات اللجنة
والميزانية المقترحه ويجب ان ترسل الدعوات مع هذه الاوراق الى كل عضو موجود في
العراق قبل الاجتماع المزمع عقده بعشرين يوما على الأقل . يسمى كل من هذه
الاجتماعين " الاجتماع نصف السنوي العادي "
١٦ — الاجتماعات يجوز عقد اجتماع عام فوق العادة في اي وقت من السنة كما تقتضية الحال لتقرير ما يقتضى
فوق العادة من الاشغال الضرورية وتكون الدعوة الى ذلك بقرار من اللجنة . للجنة ان تدعو
الأعضاء لعقد هكذا اجتماع متى رأت لزوما لذلك وعليها ان تفعل ذلك متى ورد اليها
طلب خطي بذلك من خمسة اعضاء مبينين فيه الأمر المطلوب الاجتماع لأجله وعليها
حينئذ ان تعقد الاجتماع في ظرف شهر على الأكثر من وقوع الطلب .
١٧ — انعقاد — تعتبر جلسة الاجتماع العام منعقدة اذا حضر عشرون شخصا . واذا لم يحصل العدد
الجلسات المذكور في ظرف عشرين دقيقة من الموعد المعين وكان الاجتماع اجتماعا عاديا او
اجتماعا فوق العادة مطلوبا من قبل اللجنة فانه يؤجل الى الوقت الذي تعينه اللجنة
على ان تعقد الجلسة الثانية بعد ذلك بعشرة ايام على الاكثر . ان الاجتماع المؤجل
بهذه الصورة يعقد في الفترة الثانية في الوقت المعين مهما كان عدد الحاضرين .
واذا كان الاجتماع فوق العادة مطلوبا من قبل الاعضاء فانه يفض اذا لم يحصل العدد
المذكور في ظرف ثلاثين دقيقة من الموعد المعين ويعتبر ذلك الطلب ملغى .
١٨ — التصويت تؤخذ الاصوات في كل اقتراح او قرار ⟦في⟧ الجلسات العامة على الشكل الذي يبت فيه
الرئيس . ويكون لكل من المحاضرين صوت واحد . ولا وكالة في التصويت . ولا يقبل التصويت
من عضو غير حاضر في الجلسة ويكون التصويت علنا مالم يطلب اجراءه سرا من قبل ثمانية
اشخاص فأكثر .
١٩ — تنظيم — يترأس رئيس اللجنة بحكم وظيفته جميع الجلسات العامة وعند غيابه يترأسها نائب رئيس
الجلسات اللجنة واذا لم يحضر فان الحاضرين ينتخبون من بينهم واحد ليرأس الجلسة .
٢٠ — محاضر — على سكرتير اللجنة ان يسجل في دفتر خاص خلاصة الاقتراحات والقرارات ويوقع على هذا
الجلسات المحضر في اخر الجلسة رئيس الجلسة والسكرتير وعضوان منتخبان في بداية تلك الجلسة
من قبل الحاضرين للأشراف على تدوين المحضر وللتوقيع عليه . للأعضاء حق الاطلاع
على سجل محاضر الجلسات العامة في الاوقات المناسبة ويطلبون ذلك من السكرتير .
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— ٤ —
٢١ — انفصال الاعضاء كل عضو لم يدفع بدل اشتراكه سنتين متواليتين بعد انذاره بدفعه يعد منفصلا
عن الجمعية . ويجوز فصل العضو من الجمعية فى اى وقت كان بقرار متخذ فى
جلسة عامة بنفس الاكثرية والكيفية المذكورة في المادة الرابعة وذلك بناء على اقتراح
يقدم من اللجنة .
٢٢ — حقوق الجمعية— يجوز للجمعية ان تتعاطي جميع التصرفات والمعاملات الحقوقية مهما كانت لأجل
تنفيذ الأغراض المصرحه فى المادة الثانية . ولها ان تقرر في اجتماع عام قبول القيام
بأدارة او مراقبة المؤسسات المفتوحة من قبل الغير اذا كانت تخدم لأغراض
المذكورة وقبول التولية على ما يوقف من تلك المؤسسات ومستغلاتها .
٢٣ — تغيير وتبديل— يجوز تغيير وتعديل احكام هذا النظام عدا المادة ٢٧ منه حسبما يبت فيه في
النظام الاجتماعات العامة . وتراعى في ذلك القواعد الآتية :—
(١) يجب ان يبلغ الى الاعضاء مع ورقة الدعوى الى الاجتماع صورة اقتراح
التعديل حرفيا .
(٢) يجب لقبول الأقتراح حصول أكثرية من ثلثي اعضاء الجمعية الحاضرين
في الجلسة .
(٣) اذا بت في اقتراح التعديل بالقبول او الرفض في جلسة عادية او فوق
العادة فلا يجوز طرح الموضوع في المذاكرة ثانية قبل مضي سنة على ذلك
٢٤ — النظــــام — للجنة الادارة ان تضع ما ترى له لزوما من الاحكام لتنظيم اشغالها وترتيب
الداخلي اعمال لجانها الفرعية واشغال موظفيها .
٢٥ — تدقيــــق — يعين في كل اجتماع نصف سنوي مدقق حسابات واحد او اكثر لفحص حسابات
الحسابات الجمعية في نهاية نصف السنة المقبل وتقديم تقريره عنها في الجلسة العامة
التي تعقد في كانون الثاني من كل سنة . ان السنة المالية للجمعية تكون
حسبما يقرر في اجتماع عام .
٢٦ — الصرف — كل صرف يقتضي ان يكون بقرار من اللجنة . ويجوز للجنة ان تفوض سلطة الصرف
في خصوصات معينة الى احد اعضائها بموجب قرار خاص . وعلى هذا العضو
حينئذ ان يقدم كل شهر الى اللجنة بيانا عن صرفياته لأجل تصديقها .
٢٧ — فسخ الجمعية— يتم فسخ الجمعية بقرار يصدر من اعضاء الجمعية بالاتفاق او بأكثرية من اربعة
أخماس اعضائها في اجتماع معقود خصيصا لهذا الغرض ومؤيدا بقرار ثان
متخذ في جلسة ثانية معقودة كسابقتها بعد عشرين يوما على الاقل بمثل تلك
الاكثرية . اذا انفسخت الجمعية يجب ان تتخذ في قرار فسخها التدابير
اللازمة لتصفية موجوداتها وتترك اموالها الى المؤسسة المزمع انشاؤها من قبل
شاؤل افندى حسقيل بأسم ساسون حسقيل او الى جهة خيرية اخرى اذا كانت
الجمعية مرتبطة بواجب حقوقية او تأديبية تقضي بتركها الى تلك الجهة .
| يوسف الكبير | عزرا مئير منشي | مؤيز ايتا | شاؤل داود | عزرا دانيل |
| محام . محلة سوق الغزل | تاجر محلة العباخانة | تاجر محلة العباخانه | محام . رأس القرية | ملاك محلة السنك |
| مثير دنكور | ابراهيم ناحوم | | | |
| تاجر محلة السنك | تاجر محلة السنك | | | |
Page 81
E. M. Daniel,
Mustansir St.
Baghdad 1st July, 1936
Dear Mr. Weldon,
Reference our recent conversation.
I confirm my request to you that you
will very kindly try to look for a headmaster for the
proposedSassoon Eskell Technical School. The salary
will be not more than £400/- per annum plus second
class passage both ways at the beginning and at the
termination of his contract. He will also be accomodated
in a suitably furnished house. The appointment will be
subject to my approval and to the consent of Messrs.D & E.
Eskell who will sign the agreement.
I shall also be very grateful if, while in
England, you can see your way to buy for the School the
technical equipment and manual instruments which you will
think necessary. The purchase may be effected outright with
the approval of Messrs. D.& E. Eskell or a list of the
articles required may be furnished to the later with an
indication of the firm which will supply them.
I enclose herewith a standard form of agree-
ment usually used for the engagement of English teachers
for our Schools. This is, I think, quite suitable for the
present purpose also, but could of course be altered on
matters of detail if necessary.
I take this opportunity to express again my
sincerest thanks to you for the assistance which you are
always so generously willing to extend to us, and must
apologise for availaing myself so fully of it.
[Signature] Yours sincerely,
E.J.Wheldon Esq.,H.M.I.
c/o B ⟦oa⟧
Page 82
AGREEMENT
No.1. The teacher undertakes to serve in Sassoon Eskell Technical School
at Baghdad, shall work under the authority of David and Anwar Eskell and
for all the purposes of his services shall conform to the directions of
David & Anwar Eskell or any person or persons or body acting on their behal⟦...⟧
No.2. The teacher undertakes to follow the rules and regulations of the
School as regards attendance and discipline, and to attend to his work in
the said School or outside every day when the said School is open for the
reception of pupils, with the exception of Saturdays and of all Jewish and
National holidays on the occasion of which it is customary for the School
to close, provided that the teacher shall not be called upon to give more
than 38 periods a week. The teacher shall be entitled to leave or holidays
of not less than ten weeks in every year during the time or times at which
the said School shall be closed for vacation.
No.3. David & Anwar Eskell undertake to pay monthly as salary to the teache⟦...⟧
in Baghdad during the term of his service the sum of ID....... per month;
a suitable house with essential furniture being provided free of rent and
taxes.
No.4.The duration of this agreement shall be from .... until the end of
the summer vacation in the year nineteen hundred and..... (with possible
extension by mutual agreement thereafter) the first 12 months being con-
sidered a probationary period.
No.5. Should either party to this agreement wish to terminate it due notice
of such intention must be given to the other party to the agreemnet three
clear months before the date proposed for such termination and in any case
not later than April 30th in any calender year of the teacher's service.
No.6.David & Anwar Eskell undertake to pay the teacher a sum of ID.......
to cover the cost of a second class passage by the least costly route from
London to Baghdad and also from Baghdad to London upon the determination
of agreement whether by affluxion of time or from any other cause, and the
said payment shall be made not less than fourteen days before the departure
of the teacher. The payment of the said fare shall be made on the under-
taking of the teacher to repay if the teacher shall not depart from Iraq
within six months of the termination of this agreement.
No.7. David & Anwar Eskell shall have power in case of wilful breach by
the teacher of any of the clauses of this agreement to determine this
agreement forthwith unless such breach shall arise from illness of the
teacher or other lawful cause duly certified. Should the illness cause
a continuous absence of the teacher from duty for a period of three months
at one time, David and Anwar Eskell shall have power to determine this
agreement forthwith and shall in such case pay to the teacher his salary
up to the date of such determination and compensation equivalent to three
months salary. Should the teacher himself desire to determine this agree-
ment under medical orders he shall similarly be paid a compensation
equivalent to three months salary. In case of wilful breach not falling
within the said exceptions, nothing shall be payable to the teacher
beyond his said salary up to the date of such determination.
In witness whereof the said parties hereto have set their hands this
day......... of one thousand ninehundred and.........
Page 83
E. M. Daniel
River Street
<u>Baghdad</u>
Baghdad the 5th April 1935
Dear Major Yates ,
Subject . <u>Proposed building of a Technical School</u>
[Marginalia] ?
- I enclose herewith for your consideration a revised plan for
the above designed by a British Architect uppn request of the founders
in London .
I should be mostly obliged if you would kindly let me know
your views regarding the accommodation provided for in the revised
plan & the shape of the building .
I would invite your attention specially to the apparent expan-
sion in the residental quarters & offices - As you will readily see
from the shedule of comparison between the areas alloted to each parti-
cular elements in both plans , & in the meantime the grooping of work-
shops by means of Verandahs & covered ways .
[Marginalia] ?
- In order to compare between the two plans ⟦x/x⟧ i.e. yours & the
revised I have requested one of the local Engineers to prepare the
Shedule in question and at the same time make a plinth area estimates
for both . Thes estimates are enclosed also .
The residental & administrative elements have been placed by the
architect in London on the first floor of the central block .- which
act is apparently to ensure better supervision & some sort of privacy .
I would be grateful to find out your opinion on this arrangement &
P.T.O.
Page 84
- 2 -
whether this idea is advocated .
I further note there is an appreciable difference in the
estimated cost of the building given by the local engineer & the
provisions allowed for in your estimate . The allotments shewn in your
estimate for buildings works are given as follows :-
1 ) Main Building 100' x 50' @ 150 fils Sq ft. ID. 750-000
2 ) Smithy & foundry 25'0 x 50' with lean 235-500
3 ) to lecture room , office & records 187-500
-----------
Thus making a total of ---------- ID 1173-000
----------
while the local Engineer 's estimate amounts to about ID. 6000-
The local Engineer according to prevailing rates , has based his
prices on the assumption that the school is constructed of good brich -
masonry on rein-forced concrete foundations & with permanently fixed
roofs .
Presumably your estimate is based on mudbrick walling with trussed
roofs supported on stanchions & covered with corrugated iron sheeting . W
However I should be pleased to have your comments on this subject .
Awaiting your favourable reply , for which please accept my best
thanks in advance .
[Signature] With compliments ,
[Signature] Yours Sincerely ,
Major D.R.M.Yates,
Chief Mechnical Engineer ,
Iraq Railways ,
B A G H D A D
Page 85
E.M.Daniel
River Street
Baghdad Baghdad , the 9th June 1935
To
Major A.H.E.L.Holt M.C.
Chief Engineer ,
Iraq Railways
Dear Sir ,
As directed by Major Yates I return enclosed the original
detail estimates & the leaflet No. O.S. 27 Bayless & John Bayless
Ltd. I take the opportunity to thank you most gratefully for
the great trouble you have taken in working all these details .
[Signature] Yours faithfully ,
Page 86
E.M.Daniel
River Street
Baghdad
Baghdad , the 9th June 1935
To
F.R.Lewis Esq.,
Officiating Chief Mechanical Engineer ,
Iraq Railways , Shalchiyah
Dear Sir ,
By permission of Major Yates , I take the liberty of requesting
you to send me one spare copy each of the following Blue prints .
No. 10729 showing details of proposed fencing for Shalchiyah
No. 10665 proposed technical School Lay out .
10666 A 10666 B ( on one sheet ) Proposed technical School
Machine , Smithy & Foundry shops .
A copy of Dr. Desousa's building .
[Marginalia] ?
I take the opportunity of expressing my grateful thanks for all
the trouble you have taken now & before .
[Signature] Yours faithfully ,
Page 87
'IRAQ RAILWAYS.
CHIEF ENGINEERS'S OFFICE;
Baghdad.
24th May, 1935.
D.O. No. CW/506C/3.
PROPOSED TECHNICAL SCHOOL.
Your D.O. 1412 of 1.5.35.
------
Dear Yates,
I enclose herewith a Summary of the Estimates which have
been worked out in conncection with your enquiry.
The average cost a square foot is 285 fils.
You will note that in the total there are included certain
percentages for departmental charges.
The figures cover the supply and erection of the steel
stanchions which will support the machine shop roofs.
I do not think the vibration will affect the brick work
seriously. I propose building the brick work and steel stancions
on independent foundations.
If the total price is prohibitive, I will look into possible
economies, but do not want to do so unless quite necessary.
The detail estimates are in the office, but have not been
typed.
I think we should be able to find a contractor to do the
work at these estimated figures.
Encol: 1 Summary of estimates.
[Signature] Yours sincerely,
[Signature] Sd/- A.L. Holt.
D.R.M. YATES ESQR., O.B.E.,
Chief Mechanical Engineer,
Iraq Railways,
Shalchiyah.
Page 88
IRAQ RAILWAYS.
SUMMARY OF ESTIMATES FOR TECHNICAL SCHOOL AT BAGHDAD.
| Item. | Estimate. | Estimated cost including contingencies only. I.D. | Depart: charges for Rlys: 12% on wages and 15% on material. I.D. | Rail freight on material. I.D. | Total cost of estimates. I.D. |
| 1. | Show Room. | 666/789 | 40/705 | 80/000 | 787/494 |
| 2. | Lecture room with office. | 354/664 | 35/956 | 40/000 | 430/620 |
| 3. | Smithy & Foundry Shop | 390/739 | 42/060 | 48/200 | 480/999 |
| 4. | Machine Shop. | 1,034/665 | 113/901 | 171/100 | 1,319/666 |
| 5. | Sanitary arrangement (in Machine Shop). | 113/000 | 14/000 | 3/000 | 130/000 |
| 6. | Compound Wall around the whole site (mud and topped with broken glass). | 33/500 | 4/000 | 0/500 | 38/000 |
| 7. | Supervision. L.S. | 150/000 | - | - | 150/000 |
| | Total:- | 2,743/357 | 250/622 | 342/800 | 3,336/779 |
| 8. | Electrical Installation | - | - | - | From E.E. |
| 9. | Engine founds. | - | - | - | From C.M.E. |
SPECIFICATIONS.
All founds and floors 1:3:6 P.C. Concrete except Smithy and Foundry Shops floor to be sand filled.
All masonry upto 6" above floor level to be laid in P.C. mortar and remaining burnt bricks in Juss Mortar.
Roofing:- 22 gauge C.G.I., Angle Iron Purlins, glazed North light and steel trusses except Show Room will be jack arch roof.
Please return original detail
estimates sent herewith.
Sd/- A.D. Holt,
CHIEF ENGINEER.
BAGHDAD WEST,
Dated 24th May, 1935.
Page 89
'IRAQ RAILWAYS,
OFFICE OF THE CHIEF MECHANICAL
ENGINEER,
SHALCHIYAH, dated 31st May, 1935.
Reference No.: CE/C 76.
To:
Ezra M. Daniel Esq.,
Baghdad.
Dear Sir,
PROPOSED BUILDINGS OF A TECHNICAL SCHOOL.
I regret that I could not reply to you sooner regarding the
various points of your letter of the 5th April. The Office of the
Chief Engineer (Major Holt) was extremely busy and it was difficult
to allot estimators' time, and as I know from our conversation that
you quite realize, the disturbances of the Southern area have taken
much time of the parties concerned and the civil engineering estimates
were not completed until the 24th instant.
LONDON'S PLAN. The combines system of buildings looks from
the drawing to be of good appearance but,
the high price is a serious drawback. Neither the princi-
pal's quarters nor the lecture room should overlook or
adjoin the workshop court-yard as the noise, dust and fumes
from Electric Welding are objectionable.
Verandahs are expensive and even if they <del>were</del> were not expen-
sive would be objectionable and unnecessary. They prevent
sufficient light from entering the windows. The best way to
cool such buildings is to throw them open at night. Verandahs
hold the heat of the day and delay the cooling down of the
building.
The Smithy and Foundry should not adjoin the Machine Shop
because in the former there are sand, dust and smoke inju-
rious to good machinery and because the vibration of steem
or power hammers interferes with the good working of
grinding machines, lathes and planers.
We do not yet know how a concrete building of this design
and window arrangement would be for keeping cool in the hot
weather whereas we do know from experience of the past ten
years that our sample building, the electrical repair shop
at Shalchiyah is comfortable to work in and sufficiently
lighted.
Page 90
-- 2 --
The London idea of a Founder's Statue in the forecourt is
good but this could be accommodated equally well in the garden
bed which is next to the lecture room on our Baghdad plan.
ESTIMATED COSTS. Taking first the residence I did not ask
Major Holt to estimate for this because actual figures were kindly
given to me by Dr. Desouza vide Para 2 of my letter of 1.5.35 copy
attached to Major Holt also attached blue print. If you wish I am
sure Dr. Desouza would give you the names of his contractors.
As to the other buildings I send herewith a copy of his letter,
to me of 24th instant also copy of summary of estimates and the es-
timates in original, 17 sheets. You will see that he asks for thes⟦e⟧
original detail estimates to be returned to him.
I attach also the blue prints of the 3 drawings which I sent
to Major Holt also the London plan and the Baghdad site plan 10665A,
also in original the Baghdad estimates which you sent me in your
letter under reply.
From these estimates you will see that whereas my estimate
to you of I.D. 1173 for main building, smithy and office which was
based on the Civil Engineer's rough figure of 150 fils per square
foot is considerably exceeded, the gross total including I.D. 787
for show room now being I.D. 3336. I regret the increase but i⟦t⟧
appears due to not ⟦g⟧oing into detail in the 1st instance.
FENCING. Light iron fencing locally made can be supplied
by contractors at fils 300 per metre. English "Bayliss" fencing as
per attached leaflet costs I.D. 1/100 per metre run. If you are
satisfied with this for strength but desire to make it unclimbable
two or three rows of barbed wire could be fixed above it. A copy
of this made locally might be cheaper. If however you require a
Page 91
-- 3 --
a strong palisade made of iron such could be made of angle iron
and barbed wire as per drawing No.10729 attached.
The cost of the material would<del>⟦illegible⟧</del> be I.D. 1/116 per meter run
and the labour need not be chargeable as the cutting and Electric
Welding could be carried out by the school's own personnel.
I hope that your scheme will meet with success and shall be
glad to consult further at <del>my</del> any time. I am going on leave on
June 2nd and will return in the 3rd week of October.
Enclo:- As per list attached.
[Signature] Yours faithfully,
[Signature] Sd/- D. Yates.
[Signature] CHIEF MECHANICAL ENGINEER.
Page 92
LIST OF ENCLOSURES.
[Marginalia] ⟦?⟧
[Marginalia] ⟦?⟧
1. London's plan with explanatory notes in 2 sheets.
2. Copy of D.O. letter No.1412 dated 1.5.35 to Major Holt.
3. Major Holt' s reply D.O. letter No. CW/506C/3 dated 24.5.35.
4. Copy of Summary of Estimates.
5. Original detail estimates in 17 sheets, to be returned.
6. Leaflet No. OS.27 Bayliss & John Bayliss Ltd., to be returned.
7. Baghdad's estimates in 4 sheets.
8. Plan of Dr. Desouza's building.
9. Blue print No.10729 showing details af proposed fencing for
Shalchiyah.
10. Drawing No. 10665A. Site for proposed Technical School.
11. Drawing No. 10665. Proposed Technical School layout.
12. Drawing No. 10666A, and 10666B. (on one sheet). Proposed
Technical School Machine, Smithy and Foundry Shops.
Page 93
D.O. 1412.
CHIEF MECHANICAL ENGINEER'S OFFICE,
SHALCHIYAH, dated 1st May, 1935.
Dear Holt,
PROPOSED TECHNICAL SCHOOL.
1. With further reference to our conversation of yesterday.
I send herewith three blue prints:-
No.
____
Site for proposed Tehhnical School. ... 10665A.
Layout. ... 10665.
Smithy and Foundry. ... } {... 10666B.
} On one sheet {
Machine Shop. ... } {... 10666A.
2. REFERRING TO SITE DRAWING 10665A.
BUNGALOW. This is almost identical in plinth area
with the one lately built by Dr. Desouza on Maude Avenue so I
have given the Founders the actual cost of I.D. 400 of which
I.D. 300 was for building, cesspits and boundry walls and I.D.100
covered piping, bath, commode, tank, wiring lights and fans. I
do not think therefore that any further estimate is required for
this.
I shall be very g⟦l⟧ad if, as you kindly offered, you
will give estimates for :-
Show room which I presume should have plate glass
windows and steel shutters.
Lecture room with office.
Smithy and Foundry. ( I have already estimated
for crane, crane rails and crane rail beams).
and Machines shops. (Here also I have already esti-
mated for crane, crane rails and crane rail beams).
I have also estimated for steel towers (Drawing
10665) for carrying the shaft in the sawmill as this
would run at 300 r.p.m. and its vibration might affect
brickwork. If you think it would be better to relieve
the N.E. and S.W. walls <del>fo</del> of the machine shop of the
vibration of the shafting and also as you may prefer
owing to differences of expansion not to have the steel
uprights embedded in the brick walls perhaps you would
care to :-
1., move the machine shop walls both outward to clear
the steel columns thus making machine shop about
2' wider inside.
Page 94
-- 2 --
2., move the sawmill S.W. wall similarly outward.
3., treat foundry and smithy in the same way.
When the case first came up some 17 months ago you informed
me verbally that the cost of a building similar to our Electric shop
at Shalchiyah (being a building of good type and quite comfortable
to work in) would cost about fils 150 per square foot. One of the
founders' difficulties is that a local engineer has suggested four
to five times that rate.
If therefore your estimate for the workshop buildings as
now proposed comes out much dearer than 150 fils would you suggest
other economies ? If cheaper than brick walling abbestos cement
sheets would do for walls dividing machine shop and sawmill also
erecting shop and sawmill.
As a further economy all labour charges on the steel work
could be omitted as the instructor and two instructor mechanics could
begin by installing the 25 B.H.P. engine housing it in a tempora⟦ry⟧
hut with a drill, hand forge, punch and shears and hacksaw. With
this equipment they could cut up, fit and erect all the steelwork
and roofing out of the school's normal income.
As the plant in a temporary building as mentioned above
would enable them also to make their own permanent fencing will you
kindly say what would be the cost of a temporary wall around the
whole site, say, of mud and topped with broken glass.
Yours sincerely,
[Signature] Sd/- D. Yates.
A.H.E.L. HOLT ESQ., M.C., M.B.E.,
Chief Engineer,
Iraq Railways,
B A G H D A D.
Page 95
Show Room for Technical School. - item No 1.
| No | Nature of Work. | Quantity | Unit | Rate | Wages | Material | Total. |
| 1 | Earthwork in founds. | 1300 cft. | % cft. | 0/070 | 0/910 | — | 0/910 |
| 2 | " " filling. | 2000 cft. | " | 0/100 | 2/000 | — | 2.000 |
| 3 | P.C. Concrete to founds & floor. 1:3:6 | 1350 cft. | " | 3.190 | 15.795 | 27.270 | 43.065 |
| 4 | Masonry B. bricks in P.C. up to 6" above floor. | 720 cft. | " | 3.820 | 9.648 | 17.856 | 27.504 |
| 5 | " " in juss mortar | 3940 cft. | " | 3.230 | 47.280 | 79.982 | 127.262 |
| 6 | Cutting & fixing R.S. Joists for roofs & above show cases. | 38 Nos | each | 0/050 | 1.900 | — | 1.900 |
| 7 | Cost of R.S. Joists. | — | — | — | — | 96.100 | 96.100 |
| 8 | B bricks in juss to jack arching | 790 cft. | % cft. | 3.550 | 11.297 | 16.748 | 28.045 |
| 9 | P.C. Concrete 1:3:6 over roof. | 650 cft. | " | 3.190 | 7.605 | 13.130 | 20.735 |
| 10 | Plaster bitumen over roof. 1/2" | 1950 sqft. | % sqft. | 0.400 | 3.900 | 3.900 | 7.800 |
| 11 | Earth filling + mud plaster to roof. | 1950 " | " | 0.200 | 3.705 | 0.195 | 3.900 |
| 12 | Making doors 1/2 panel 1/2 glazed | 80 " | " | 0.050 | 4.000 | — | 4.000 |
| 13 | Cost of Materials for doors. | — | — | — | — | 5.010 | 5.010 |
| 14 | Fixing doors. | 2 Nos | each | 0/125 | 0.250 | — | 0.250 |
| 15 | Cost of Glazing for doors. | 40 sqft. | sqft. | 0/020 | — | 0.800 | 0.800 |
| 16 | " fittings " | 2 Nos | each | 1.500 | — | 3.000 | 3.000 |
| 17 | Making steel frames for show room glazing. | 11.5 cwt | cwt | 0.225 | 2.588 | — | 2.588 |
| 18 | Cost of steel. | 11.5 cwt | cwt | 5.000 | — | 57.500 | 57.500 |
| 19 | " " Glass sheets. | 656 sqft. | sqft. | 0.150 | — | 98.400 | 98.400 |
| 20 | Fixing show room glazing | 8 Nos | each | 0.200 | 1.600 | — | 1.600 |
| 21 | " steel Roller doors. | 8 " | " | 0.375 | 3.000 | — | 3.000 |
| 22 | Cost of " " | 820 sqft. | sqft. | 0.040 | — | 32.800 | 32.800 |
| 23 | Juss Plaster to walls & ceilings. | 3910 sqft. | % sqft. | 0.260 | 5.865 | 4.301 | 10.166 |
| 24 | White washing " " | 3910 " | " | 0.040 | 1.173 | 0.391 | 1.564 |
| 25 | Varnishing doors | L.S. | — | — | 0.200 | 0.100 | 0.300 |
| 26 | Painting show cases steelwork. | L.S. | — | — | 0.400 | 0.250 | 0.650 |
| 27 | " steel Roller door | 1640 sqft. | % sqft. | 0/270 | 1.968 | 2.460 | 4.428 |
| 28 | Juss & wire netting cases to R.S. Joists | L.S. | — | — | 2.000 | — | 2.000 |
| 29 | Cost of material for ditto. | L.S. | — | — | — | 4.600 | 4.600 |
| 30 | Damp proof course 3/4" | 190 sqft. | % sqft. | 0.800 | 0.684 | 0.836 | 1.520 |
| 31 | Juss pointing to walls. | 3850 sqft. | " | 0.150 | 3.850 | 1.925 | 5.775 |
| 32 | Transport charges. | L.S. | — | — | 7.000 | — | 7.000 |
| 33 | Minor works & contingencies 10% | — | — | — | 138.618 | 467.554 | 606.172 |
| 34 | Dept. charges 12 1/2% on wages. 15% on materials. | — | — | — | 13.862 | 46.755 | 60.617 |
| 35 | Rail freight on materials. | — | — | — | 17.327 | 23.378 | 40.705 |
| | Total. | | | | | 80.000 | 80.000 |
| | | | | | 169.807 | 617.687 | 787.494 |
Page 96
Lecture, office, Record & Drawing Rooms Item 2.
| Item | Nature of Work | Quantity | Unit | Rate | Wages | Material | Total |
| 1 | Earthwork in founds. | 900 Cft | %Cft | 0.070 | 0.630 | — | 0.630 |
| 2 | " " filling. | 1250 " | " " | 0.100 | 1.250 | — | 1.250 |
| 3 | P.C. Concrete 1:3:6 founds + floors. | 880 " | " " | 3.190 | 10.296 | 17.776 | 28.072 |
| 4 | Burnt bricks in P.C. mortar | 500 " | " " | 3.390 | 6.350 | 10.600 | 16.950 |
| 5 | D.P.C. up to 6" above floor. | 160 Sft | %Sft | 0.800 | 0.576 | 0.704 | 1.280 |
| 5 | Brickwork in juss mortar. | 2500 Cft | %Cft | 3.820 | 33.500 | 62.000 | 95.500 |
| 6 | P.C. Concrete 1:3:6 to lintels. | 35 " | " " | 3.390 | 0.445 | 0.742 | 1.187 |
| 7 | Cost of steel for reinforcing lintels. | — | L.S. | — | — | 0.200 | 0.200 |
| 8 | Making Steel Trusses 25'-0" span. | 16.1 cwt | cwt | 0.225 | 3.623 | — | 3.623 |
| 9 | Erection of " " " | 3 Nos | each | 0.250 | 0.750 | — | 0.750 |
| 10 | Cost of steel for Trusses + purlins | 58 cwt | cwt | 0.500 | — | 29.000 | 29.000 |
| 11 | Roofing C.G.I. Sheets 22 gauge. | 1920 Sft | %Sft | 0.450 | 8.640 | — | 8.640 |
| 12 | Cost of - do - | 31 cwt | cwt | 0.750 | — | 23.250 | 23.250 |
| 13 | " " fittings for roof. | — | — | — | — | 3.210 | 3.210 |
| 14 | " " Panel doors. | 115 Sft | Sft | 0.110 | 9.168 | 3.482 | 12.650 |
| 15 | Cost of Windows. 'J' Type. 30 Nos | 295 " | " " | 0.135 | 21.860 | 23.865 | 45.725 |
| 16 | Fixing doors + windows. | 24 Nos | each | 0.070 | 1.680 | — | 1.680 |
| 17 | Making + fixing north light | 208 Sft | Sft | 0.060 | 8.320 | 4.160 | 12.480 |
| 18 | Cost of materials for " | — | — | — | — | 12.300 | 12.300 |
| 19 | Juss plaster to walls. | 4110 Sft | %Sft | 0.260 | 6.165 | 4.521 | 10.686 |
| 20 | Whitewashing to " | 4110 " | " " | 0.040 | 1.233 | 0.411 | 1.644 |
| 21 | Juss Pointing outside. | 2610 " | " " | 0.150 | 2.610 | 1.305 | 3.915 |
| 22 | Painting doors, windows + steelwork. | — | — | — | 1.200 | 0.600 | 1.800 |
| 23 | Transport Charges on materials | — | — | — | 6.000 | — | 6.000 |
| | | | | | 124.296 | 198.126 | 322.422 |
| 24 | Minor Works + Contingencies @ 10% | | | | 12.430 | 19.812 | 32.242 |
| 25 | Departmental charges. 12 1/2% on wages. 15% materials. | | | | 15.537 | 20.419 | 35.956 |
| 26 | Rail freight on materials. | | | | | 40.000 | 40.000 |
| | Total | | | | 152.263 | 278.357 | 430.620 |
Smithy + Foundry - Item No 3.
| 1 | Earthwork in founds. | 1100 Cft | %Cft | 0.070 | 0.770 | — | 0.770 |
| 2 | P.C. Concrete 1:3:6 in founds + floors | 820 " | " " | 3.190 | 9.594 | 16.564 | 26.158 |
| 3 | Burnt bricks in P.C. mortar up to floor. | 340 " | " " | 3.820 | 4.556 | 8.432 | 12.988 |
| 4 | Damp proof Course 3/4" thick | 160 Sft | %Sft | 0.800 | 0.576 | 0.704 | 1.280 |
| 5 | Brickwork in juss mortar. | 2680 Cft | %Cft | 3.230 | 32.160 | 54.404 | 86.564 |
| 6 | Fixing 'H' Type doors. | 3 Nos | each | 0.070 | 0.210 | — | 0.210 |
| 7 | " Roller door. | 3 Nos | " " | 0.375 | 1.125 | — | 1.125 |
| 8 | Cost of 'H' Type doors. making + material | 3 Nos | " " | 1.300 | 2.400 | 1.500 | 3.900 |
| 9 | " " Roller door. 3 Nos | 390 Sft | Sft | 0.040 | — | 15.600 | 15.600 |
| 10 | Making Steel Trusses 25'-0" span | 22.4 cwt | cwt | 0.500 | 11.200 | — | 11.200 |
Page 97
Smithy + Foundry - item 3 (Contd).
| Item | Nature of Work. | Quantity | Unit | Rate | Wages | Materials | Total. |
| 11 | Erection of Steel Trusses. | 4 No. | each | 0.250 | 1.000 | - | 1.000 |
| 12 | Cost of materials for Trusses + purlins | 72.4 cwt | cwt | 0.500 | - | 36.200 | 36.200 |
| 13 | Making + cutting R.S.J. Stanchions. | 14 No | each | 0.900 | 12.600 | - | 12.600 |
| 14 | Erection of Stanchions. | 14 No | each | 0.300 | 4.200 | - | 4.200 |
| 15 | Minor materials for item 13 | 14 No | each | 0.500 | - | 7.000 | 7.000 |
| 16 | Cost of R.S.Js for stanchions. | 3.6 Tons | Ton | 10.000 | - | 36.000 | 36.000 |
| 17 | Roofing C.G.I. sheets. | 2335 Sft. | %Sft. | 0.450 | 10.508 | - | 10.508 |
| 18 | Walling C.G.I. sheets. | 515 " | " | 0.375 | 1.931 | - | 1.931 |
| 19 | Cost of C.G.I. sheets for items 17 + 18 | | | | | 34.155 | 34.155 |
| 20 | Cutting + fixing 50 lbs old rails. | 7 No | each | 0.050 | 0.350 | - | 0.350 |
| 21 | Cost of 50 lbs rails used as purlins | 1 Ton | Ton | 3.000 | - | 3.000 | 3.000 |
| 22 | P.C. Concrete lintels over doors. | 4 cft. | %cft. | 3.390 | 0.051 | 0.085 | 0.136 |
| 23 | Cost of steel for above. | | | | | 0.050 | 0.050 |
| 24 | Cost of Joists used as lintel over Roller door. | | | | | 3.500 | 3.500 |
| 25 | Juss pointing inside + outside. | 6620 Sft. | %Sft. | 0.150 | 6.620 | 3.310 | 9.930 |
| 26 | Painting all steel + Timber work. | | L.S. | | 3.600 | 2.050 | 5.650 |
| 27 | Rammed Sand floor. 1330 Sqft. | 450 Cft. | %Cft. | 0.225 | 1.013 | - | 1.013 |
| 28 | Making + fixing North Light. | 200 Sft. | Sft. | 0.060 | 12.000 | - | 12.000 |
| 29 | Cost of materials for above. | 200 " | " | 0.051 | - | 10.200 | 10.200 |
| 30 | Transport Charges. | | L.S. | | 6.000 | - | 6.000 |
| | | | | | 122.464 | 232.754 | 355.218 |
| 31 | Minor works + contingencies @ 10% | | | | 12.246 | 23.275 | 35.521 |
| 32 | Departmental charges 12 1/2% on wages. 15% on materials. | | | | 15.308 | 26.752 | 42.060 |
| 33 | Railway freight. | | | | | 48.200 | 48.200 |
| | Total | | | | 150.018 | 330.981 | 480.999 |
Machine Shop - item No 4
| Item | Nature of Work. | Quantity | Unit | Rate | Wages | Materials | Total |
| 1. | Earthwork in founds. | 2000 Cft. | %Cft. | 0.070 | 1.400 | - | 1.400 |
| 2. | P.C. Concrete 1:3:6 in founds + floor | 3360 " | " | 3.190 | 39.312 | 64.872 | 104.184 |
| 3. | Brickwork in P.C. up to floor level. | 670 " | " | 3.820 | 8.978 | 16.616 | 25.594 |
| 4. | Damp proof Course. 3/4" thick. | 330 Sft. | %Sft. | 0.800 | 1.188 | 1.452 | 2.640 |
| 5. | Brickwork in juss mortar | 6110 Cft. | %Cft. | 3.230 | 73.320 | 124.033 | 197.353 |
| 6. | Fixing H. Type door. | 11 No | each | 0.070 | 0.770 | - | 0.770 |
| 7. | " Roller door. | 3 No | " | 0.375 | 1.125 | - | 1.125 |
| 8. | Cost of H. Type door. | 11 No | " | 1.300 | 8.800 | 5.500 | 14.300 |
| 9. | " " Roller door. | 280 Sft. | Sft. | 0.040 | - | 11.200 | 11.200 |
| 10 | Making Steel Trusses. | 92 cwt | cwt | 0.500 | 46.000 | - | 46.000 |
| 11 | Erection of same. | 4 No | each | 0.250 | 1.000 | - | 1.000 |
| 12. | Cost of materials for Trusses + purlins | 247.2 cwt | cwt | 0.500 | - | 123.600 | 123.600 |
| 13 | Making + cutting R.S.J. Stanchions. | 35 No | | L.S. | 10.500 | - | 10.500 |
| 14 | Erection of R.S. Joists Stanchions. | 35 No | each | 0.900 | 31.500 | - | 31.500 |
| 15 | Minor materials for item No 13. | 35 No | each | 0.500 | - | 17.500 | 17.500 |
| 16 | Cost of R.S.J. Stanchions | 8.91 Tons | Ton | 10.000 | - | 89.100 | 89.100 |
| 17 | Roofing C.G.I. Sheets. | 6800 Sft. | %Sft. | 0.450 | 30.600 | - | 30.600 |
| 18 | Cost of " " | | | | | 81.300 | 81.300 |
| 19 | Making + fixing North light. | 800 Sft | Sft | 0.060 | 48.000 | - | 48.000 |
| 20 | Cost of Steel for above. | 800 Sft | Sft. | 0.051 | - | 40.800 | 40.800 |
Page 98
Machine Shop - Item No: 4 (Contd)
| Item | Nature of Work | Quantity | Unit | Rate | Wages | Material | Total |
| 21 | P.C. Concrete for lintels over doors. | 20 cft | % cft | 3.390 | 0.254 | 0.424 | 0.678 |
| 22 | Cost of steel for above. | — | L.S. | — | — | 0.150 | 0.150 |
| 23 | Cost of joists used as lintels over roller door | 0.26 Ton | Ton | 10.000 | — | 2.600 | 2.600 |
| 24 | Joint Pointing inside & outside. | 16140 sft | % sft | 0.150 | 16.140 | 8.070 | 24.210 |
| 25 | Painting all steel & timber work. | — | L.S. | — | 7.500 | 3.500 | 11.000 |
| 26 | Making & fixing gutters. | — | L.S. | — | 1.000 | — | 1.000 |
| 27 | Cost of gutter. | — | L.S. | — | — | 3.500 | 3.500 |
| 28 | Transport charges. | — | L.S. | — | 16.000 | — | 16.000 |
| | | | | | 343.387 | 597.217 | 940.604 |
| 29 | Minor works & Contingencies 10% | | | | 34.339 | 59.722 | 94.061 |
| 30 | Departmental Charges 12½% on wages 15% on materials. | | | | 42.923 | 70.978 | 113.901 |
| 31 | Railway freight. | | | | | 171.100 | 171.100 |
| | Total. | | | | 420.649 | 899.017 | 1319.666 |
Sanitary Arrangements. - Item No: 5
| Item | Nature of Work | Quantity | Unit | Rate | Wages | Material | Total |
| 1 | Partition walling 8'-0" high. | 80 Rft | L.S. | — | | | 10.000 |
| 2 | Shower Baths. | 3 Nos | L.S. | — | | | 3.000 |
| 3 | Erection of Water Closet complete. | 3 Nos | each | 1.500 | | | 4.500 |
| 4 | Cost " " " " | 3 Nos | each | 3.000 | | | 9.000 |
| 5 | Erection of Urinal | 2 Nos | each | 0.375 | | | 0.750 |
| 6 | Cost " " | 2 Nos | each | 1.500 | | | 3.000 |
| 7 | Erection of Washing Basins. | 5 Nos | each | 0.500 | | | 2.500 |
| 8 | Cost " " " | 5 Nos | each | 2.550 | | | 12.750 |
| 9 | Laying 4" dia Soil pipes. | 75 Rft | Rft | 0.900 | | | 0.675 |
| 10 | Cost of " " " | 75 " | Rft | 0.076 | | | 5.700 |
| 11 | Laying 6" dia W.I. pipes. | 100 " | % Rft | 1.000 | | | 1.000 |
| 12 | Cost of " " " | 100 " | Rft | 0.090 | | | 9.000 |
| 13 | Junction Pit | 3 Nos | each | 0.935 | | | 2.805 |
| 14 | Septic Tank 14'-0" x 4'-6" x 4'-0" | 1 No | — | 19.480 | | | 19.480 |
| 15 | Watering arrangement. | | L.S. | — | | | 15.000 |
| | | | | | | | 99.160 |
| 16 | Minor works & Contingencies 10% | | | | | | 9.916 |
| 17 | Dept. charges. | | L.S. | — | | | 14.000 |
| 18 | Railway freight. | | L.S. | — | | | 3.000 |
| | Total. | | | | | | 126.076 |
Compound Wall around Technical School - Item No: 6.
| Item | Nature of Work | Quantity | Unit | Rate | Wages | Material | Total |
| 1 | Mud wall 7'-6" high with broken glass on top | 900 Rft | % Rft | 2.000 | | | 18.000 |
| 2 | Fixing H. Type door. | 1 No | each | 0.150 | | | 0.150 |
| 3 | Cost of " " | 1 No | each | 1.300 | | | 1.300 |
| 4 | Fixing gate 11'-0" x 6'-0" | 1 No | L.S. | — | | | 0.500 |
| 5 | Cost of " " | 66 sft | sft | 0.150 | | | 9.900 |
| | | | | | | | 29.850 |
| 6 | Minor works & Contingencies 10% | | | | | | 2.985 |
| 7 | Dept. Charges. | | L.S. | — | | | 4.000 |
| 8 | Railway freight | | L.S. | — | | | 0.500 |
| | Total. | | | | | | 37.335 |
Page 99
Rail freight for Smithy + Foundry - Item No: 3.
1. Gravel + sand from Q.G.N. 80 Tons x 148 KM x 1.5 Fils = 17.760
2. Cement, steel + cgi sheets from MGL 16 Tons x 616 KM x 2.3 Fils = 22.672
3. Juss from TZK ⟦10⟧ Tons x 237 KM x 2.3 Fils = 5.451
45.883
Add 5% 2.294
Total 48.177
Say — 48.200
Rail freight for Machine Shop - Item No: 4.
1 Shingle + sand from Q.G.N. 230 Tons x 148 x 1.5 Fils = 51.061
2. Cement, steel + cgi sheets from MGL 52 Tons x 616 x 2.3 Fils = 73.673
3 Juss from TZK 70 Tons x 237 x 2.3 Fils = 38.157
162.891
Add 5% 8.145
Total 171.036
Say — 171.100
Page 100
طريق عام
طريق عام
طريق عام
طريق عام
٢٢٩/٨
المساحة
متر مربع أولك دونم
٥٤,٢٥ ٠ ٢
ش
غ . + . ق
ج
خارطة العرصة
محلة البتاوين
بغداد
المقياس ١/١٠٠٠
نظمت الخارطة بموجب تقرير الكشف
المؤرخ في ١٩٢٤/٤/٧
نظراً لهذه الخارطة ان مساحة العرصة ذات تسلسل ٢٢٩/٨ تساوي
دونمان وخمسون متراً مربعاً وخمسة وعشرون دسمتراً مربعاً فقط لا غير
[٥٤٨]
رسمت هذه الخارطة عن الأصلية المرقمة ١٦٢ بتأريخ بدائرة الهندسة لطابو لواء بغداد
⟦illegible⟧
⟦illegible⟧
⟦illegible⟧
⟦illegible⟧
181.155 ——— Net
181.532 Total
8.142 ——— 5% DDA
189.674
38.128 ——— 10 tons x 3.813 ——— ⟦illegible⟧ x 2.2 x 3.465 ——— 12K
126.420 ——— 33 tons x 3.831 ——— ⟦illegible⟧ x 2.2 x 3.465 ——— ⟦illegible⟧ + ⟦illegible⟧
25.126 ——— 11 x 2.1 x 84 x 1.2 ——— ⟦illegible⟧ + ⟦illegible⟧
A: ⟦illegible⟧ — ⟦illegible⟧ for ⟦illegible⟧
78.955 ——— Net
78.122 Total
4.761 ——— 5% DDA
82.883
2.721 ——— ⟦illegible⟧ x 2.2 x 3.465 x ⟦illegible⟧
55.262 ——— 14 tons x 3.831 ——— ⟦illegible⟧ x 2.2 x 3.465 ——— ⟦illegible⟧ + ⟦illegible⟧
24.900 ——— 11 x 2.1 x 84 x 1.2 ——— ⟦illegible⟧ + ⟦illegible⟧
E: ⟦illegible⟧ — ⟦illegible⟧ for ⟦illegible⟧