certificate of provisional acceptance (cpa)
TRANSCRIPT
IOM/RRU/CPA/021/2018/rev-01
Classification: Confidential - IOM Personnel Only
CERTIFICATE OF PROVISIONAL ACCEPTANCE (CPA) Date: 12 Sep,2021
Project: Rehabilitation of Al Asakrah -AL Asriyah lifting water station -
Al-S'adiya -Diyala
Project Ref. No: CONS-2021-127
RRU project Ref: 2021/CRP-IX/DYL/03
Location: Diyala /Al S’adiya/ Al Asakrah -AL Asriyah
Contractor: Ramz Al-Eqar company
This is to certify that the above stated project has been completed including the punch listed
items which were noted during the final inspection dated [12 Sep,2021] in accordance with the
plans, specifications and relevant provisions of the contract.
The Contractor guarantees and warrants the performance and completion of the construction
work to the full satisfaction of the IOM. This certification does not relieve the Contractor of his
obligations and responsibilities in undertaking repair works on any construction defects that may
occur within the warranty period starting from the Provisional Acceptance signing date as herein
stated. Neither he is relieved from his obligations and responsibilities pursuant to the provision
of the Contract.
The Certificate of Final Acceptance and retention amount will be released after the one
year warranty period. Contractor shall be contractually liable to carry out structural and
non-structural defective work (if found) during warranty period with no cost to IOM
We hereby affix our signature this Signed By IOM site Engineer
Signed By:
Priyankara Liyanaqe Construction Manager Date:
Signed by : FAVIER Clementine Program Manager Date:
Project Name Rehabilitation of Al Asakrah -AL Asriyah lifting water station - Al-S'adiya
Program Name KFW Reporting Date 13 Sep,2021
Project Duration: Start Date: 12 August,2021 End Date: 12 Sep,2021
Location Information: Governorate: Diyala
District: Khanaqin
Sub-District: AL-S’adiya
Village/Area: Al Asakrah -AL Asriyah
Latitude: 34.1652681 Longitude: 45.1339441
Location
Accessibility:
Accessible Location (Normal)
Location Safety: Safety Location
IOM Engineer Name Abdulkhalik Altowaijary Construction
Company
Ramz AL Eqar
Email: [email protected] Email: [email protected]
Contract Value 35712.5 $ Stakeholders
Drinking water office in Al
S’adiya
Progress to reporting
date (Attach schedule)
The percentage of project
completion is 100%
1. Targets Achieved in Last 2 Weeks (List all what you have achieved for last 2 weeks and make sure to
give description in more prescribed form that matches the information given in project plan so that
reasons for any variations may be determined and proper. You can give this information in bulleted
format.)
• Cleaning, leveling and carry out the debris outside the work site
• Painting the inside and outside of the walls and fence and adminstration building
• Casting the room by using reinforced concret
• Supply and install electrical Distribution transformer, Diyala brand(250KVA)
• Install of centrifugal water- end Suction - pump over the pedestal, size 11kw, Q=60m3/hr
• Supply and intall of a voltage regulator good type size 50 kv
• Construction of Kirby Room for pumps and Voltage Regulater
• Supply and fix the slide steel door (3*1.8m )
2. Project Related Issues (Provide information about engineering and technical issues that came in the
way for completion of project. Give proper information about nature of issues, who dealt with the issues
and what has been done. )
PROGRESS REPORT
3. Describe how contractor following health and safety at site
The contractor follow strictly health and safety guidelines and instructions of IOM.
4. Risk Analysis (Provide information about status of any risks related to project and describe what
damages these risks could impose on project and up to how much extent these risks were controlled.
Don’t forget to give information about the risks that are not yet resolved).
•The Security situation
•obtaining administrative and security approvals for the entry of materials to the work site is
difficult.
•Lockdown and the spread of COVID-19 make implementation difficult
•The contractor is not discipline and not restricted with our instructions and that causes confusion
and delay in finishing the work
5. Employment provided during reporting period.
Please make sure to provide daily recoding sheet to contractor and add up at the end of reporting period.
Indicators Total # # Male # Female Remarks
Site Engineers 1 1
Supervisors/Forman 1 1
No. of Skilled workers
6 6
No. of unskilled workers
9 9
Others (If any)
6. Describe how gender issues were taken into accounts (how many women are involved in the
implementation of project?)
Because of the nature of the project and community traditions therefor it is difficult for the female of the
community to be involve in the project.
7. Describe any social and environmental issues faced during this period and action that you have
taken.N/A
8. Have you received any complain or grievance and you report them to complain or grievance
manager?N/A
9. Include photos to demonstrate progress.
10. Coordination and Involvement (during reporting period) Describe how the coordination and involvement activities between different project’s stakeholders were
implemented? How the local community was involved in the implementation of the project and their contribution to
the project?
•Targeting, evaluating the priority needs according to CSP methodology.
•Monitoring all the step of the timeframe of the implementation of the project
•The facilitate all the work needs such as check points, letter of support, security issue and chose the suitable place
for the project.
•With the municipality directorate (partner) to prepare the suitable BoQ according to IOM fund.
•Inform the contractor to hire and involve the skilled and unskilled labors from the target community.
11. Difficulties Encountered
Please list any difficulties encountered and steps taken to overcome those issues.
• obtaining administrative and security approvals for the entry of materials to the work site is difficult.
• Lockdown and the spread of COVID-19 make implementation difficult. 12. Feedback
Please describe any feedback received from project beneficiaries, local partners, local authorities or other
organizations with whom you have worked.
The project is under implementation right now. There is high satisfaction from the community and government ..
Signature:
___________________________
IOM site Engineer
Page 1 of 1
Headquarters 17 Route des Morillon.C.P.17,CH-1211 Geneva 19, Switzerland Tel. +(41.22)717-9111 Fax +(41.22)789-6150 Manila Administrative Support Office 28/F Citibank Tower,Paseo De Roxas., 1226 Makati City, Philippines Tel. +(632) 230-1999 Fax +(632) 817-0271
PO Number 4500152339Doc. Date 21/09/2021Contact Ahmed ATTRAHPRS CodeTel. +96466264784Mission Bagdad, IRAQEmail [email protected]
INTERNAL PURCHASE ORDER FOR PROCUREMENT
Vendor Details
RAMZ AL-AQARAL-MANSOUR, BAGHDAD, 00964 Iraq
Vendor No.15801100
Delivery Schedule
Delivery Date 28/09/2021Inco Terms
Terms of Payment as per contract
PO Type PO - Proc Commitment (Z1)
No Material Code & Description
Order Qty.Delivery Date Unit Price Per Unit Net Value
00010 8000000027 1 EA 35,712.50 35,712.50
Public infrastructure
WBS: CS.1032.IQ10.82.10.001
Rehabilitation of Al Asakrah -AL Asriyah lifting water station - Al-S'adiya -Diyala
Total Basic Price 35,712.50
Total Input Tax 0% 0.00
Total Value USD 35,712.50
Rehabilitation of Al Asakrah -AL Asriyah lifting water station - Al-S'adiya -Diyala PR_4200085084
the Payment will be within 30 days
I certify that this internal PO is prepared based on and in line with a valid legal commitment documented via an appropriate contractual form according to IOM's applicable policies. This document is neither to be shared nor to be signed by the vendor. I confirm that supporting documents are attached and electronically filed.
Prepared By:
Ahmed ATTRAH
21-09-2021 12:27:05
Approved By:
Thanujah27-Sep-2021 12:00
Suzana28-Sep-2021 09:17
BELBEISI Othman
28-Sep-2021 10:14
Suzana28-Sep-2021
Initiated by
Haidar22-Sep-2021
Thanujah27-Sep-2021
BELBEISI Othman
28-Sep-2021
No. Unit WBS Qty Unit Price Total Price Unit Price Total Price Unit Price Total Price
1 l.s CS.1032.IQ10.82.10.001 (100.00 %) 1 35,712.50 35,712.50 57,063.64 57,063.64 39,990.00 39,990.00
- - -
Recommended Vendor: SUB TOTAL USD
VAT
Justification: TOTAL (in USD)
DELIVERY SCHEDULE
TERMS OF PAYMENT
CONTACT PERSON/No.
Description
Rehabilitation of Al Asakrah -AL Asriyah lifting water station - Al-S'adiya -Diyala
Shipping
6 weeks
57,063.64 35,712.50
Insurance
39,990.00
BIDS ANALYSIS SUMMARY (BAS)
Ramz Al-Aqar Tareek Altber
PR Ref.No.: PR_4200085084
AZA
35,712.50 39,990.00 6 weeks
57,063.64 6 weeks
Best Qualified offer as per the attached Evaluation Sheet
Taxes ( if any)
Ramz Al-Aqar
Discount ( if any)
Page 1 of 1
Prepared By:
Logistics Assistant:
Date:
Verified by:
Date:
Confirmed by:
Date:
Reviewed by:
Date:
Approved by:
Date:
Initiated by
Priyankara
26-Jul-2021 11:47
Thanujah
26-Jul-2021 17:07
TOTAL SCORE FOR THE EVALUATION
Total for each contractorAvr
Governorate District Project TitleEvaluaiton Done by
contractor company name
contractor name
Type of Project
start date
Proposed end date
Actual Completion Date
Project Value U
NSA
TISFAC
TORY
0
MAR
GINAL
10
SATISFAC
TORY
15
VERY
GOOD 20
EXCE
LLEN
T 25
UNSA
TISFAC
TORY
0
MAR
GINAL
5
SATISFAC
TORY
10
VERY
GOOD 15
EXCE
LLEN
T 20
UNSA
TISFAC
TORY
0
MAR
GINAL
10
SATISFAC
TORY
15
VERY
GOOD 20
EXCE
LLEN
T 25
UNSA
TISFAC
TORY
0
MAR
GINAL
4
SATISFAC
TORY
6
VERY
GOOD 8
EXCE
LLEN
T [10
UNSA
TISFAC
TORY
0
MAR
GINAL
5
SATISFAC
TORY
10
VERY
GOOD 15
EXCE
LLEN
T 20
1 Anbar Falluja Rehabilitation of Al Fehelat health center
Osamah AL-NASERI
Al Amwaj Al Mutahida
Amir Tahir Hasson
Health 2020-08-15
2020-09-30 2020-09-28 48676 25 15 20 6 1581 81
2 Ninewa Al-Ba'aj Site Preparation for Brick machines- Baaj
Khalid Hazim Yahya
Al Bait Al Handasi
Nazar Atallah Ali
Infrastructure
2020-05-31
2020-06-30 2020-06-30 11480 20 10 15 0 1055 55
3 Basrah Basrah Expansion of AlQabila healthcare center
Osamah AL-NASERI
Al Wasita Company
Tamem Abdul Al Aziz
Health 2020-08-19
2020-12-31 2020-11-08 47138 20 0 15 6 1051 51
4 Salah al-Din Baiji Rehabilitation of Electricity Network in Al-asry Al-Shimaly Neighborhood-Jedaeda village
Omar Abdulelah AL-
AJRAWEE
Alameen company
Al-Ameen company
construction manager
Electricity 2020-09-08
2020-10-25 2020-10-25 40374 20 20 25 6 15
86 86
47 Salah al-Din Tikrit Expansion of operating theatre in Salah Al-Din hospital
Omar Abdulelah AL-
AJRAWEE
Ghaith almeshreq
Hasan A.Hamzah
Health 2020-10-12
2021-02-03 2021-04-21 74139 0 0 0 0 0
0
48 Babylon Al-Musayab
Construction a friendly space for children in Shams Al-Duha kindergarten
Omar Abdulelah AL-
AJRAWEE
Ghaith Almeshreq
Hasan A.Hamzah
Education 2020-08-25
2020-10-02 2020-11-08 35751 0 0 0 0 0
0
0
QUALITY OF WORKMANSHIP
PROJECT SCHEDULING:
PROJECT SUPERVISION
CONSTRUCTION SAFETY
ONSITE SUPERVISORY PERSONNEL
Project Name :Rehabilitation of Al Asakrah -AL Asriyah lifting water station - Al-S'adiya -Diyala Program:
Governorate: Diyala WBS:CS.1032.IQ10.82.10.001
Project Type: PRF No: 4200085084
Document. Type Compulsory or
optional Checked By Remarks, reasons for rejection
Ramz Al-Aqar Aza GovitGaith Al Mashreq
Tareek Al Tebr
Mandatory site visitBoQ (Annex 2); Compulsory YES YES YES YES YES PRBid Submission Form (Form A); Compulsory YES YES YES YES YES PRConstruction Schedule (Form B); Compulsory YES YES YES YES YES ENList of Proposed Key Personnel (Form C); Compulsory YES YES YES YES YES ENList of Technical Machineries and Equipment (Form D); Optional NO NO NO NO NO ENBid Security, if applicable (Form E). Optional NO NO NO NO NO PR
Bank Guarantee (if applicable) Optional NO NO NO NO NO PR
To check whether bidders submitted all requested documents such as product catalogue, technical specifications etc.
Technical responsiveness / Full compliance to requirements Compulsory YES YES NO YES YES EN Bidder 3 - Govit Didn't attend site visitFull acceptance of the Contract General Terms & Conditions Compulsory YES YES YES YES YES PR (Refer to above Form C & D)Capacity of the company (possession with qualified workers, equipment and machinery required for the works) Compulsory YES YES YES YES YES EN
Experience of implementing similar types of work (minimum required years of experience, company’s reputation, previous experience with IOM and/or other international organizations, recommendation letters and etc.); Compulsory YES YES YES NO YES EN
Bidder 4- Gaith AL Mashreq Have Poor Performance with IOM
Contractor PASS/FAIL the Bid Evaluation PASS PASS FAIL FAIL PASS
Name and Position
Unit : Procurement
signature
Unit :
signature
Name and Position : Mohamed Al jburi -Office Engineer
RRU -Engineering
Criteria to Fail - Compulsory requirement has not been fulfilled.
Bid Evaluation Form: Rehabilitation of Al Asakrah -AL Asriyah lifting water station - Al-S'adiya -Diyala
Acceptable(YES/NO )
Ahmed Attrah
1
REQUEST FOR QUOTATION (RFQ)
1To: Construction Companies
DATE June 07,2021
REFERENCE No.:
DEADLINE: June 15 , 2021, 12:00 hours local time (GMT +3)
Dear Sir / Madam:
We kindly request you to submit your quotation for implementation of Rehabilitation of Al
Asakrah -AL Asriyah lifting water station - Al-S'adiya -Diyala detailed in Annex A (Bill of Quantities) of this RFQ. When preparing your quotation, please be guided by the requirements and conditions below.
Quotations should be submitted by hand delivery to the address below: By Email To: [email protected] And CC : ALABBASI Ali [email protected] Site Visit Mandatory will be on Wednesday 9-6-2021 @10:00 AM and the Focal point is Eng. Abudl khalik
@ABDULRAHEM Abdul Khlaek (EXT) his contact phone +964 (770) 1771164Only registered vendors are allowed to participate in this tender. Hence, any offer from unregistered company may not be reviewed. To register as IOM Vendor, please follow the instructions at http://iraqportal.iom.int/
It is the responsibility of company to ensure that its quotation will reach the address above on or before the deadline. Quotations that are received by IOM after the deadline indicated above, for whatever reason, shall not be considered for evaluation.
Please take note of the following requirements and conditions pertaining to this RFQ:
Exact Address/es of Delivery Location/s (identify all, if multiple)
Diyala
Latest Expected Works Completion Date
Currency of Quotation ☒ US Dollars ☐ Local Currency ☐ Other
Quotation, other documentations, including catalogues, instructions and operating manuals, reports shall be in this language
☒ English
☐ Arabic
Bid Security
Not Required Acceptable Forms of Bid Security
Bank Guarantee (Form F) Any Bank-issued Check / Cashier’s Check / Certified Check
Documents to be submitted
☒ BoQ (Annex 1);
☒ Bid Submission Form (Form A);
☒ Construction Schedule (Form B);
2
☒ List of Proposed Key Personnel (Form C);
☒ List of Technical Machineries and Equipment (Form D);
☐ Bid Security, if applicable (Form E).
Period of Validity of Quotations starting the Submission Date
☐ 30 days ☒ 45 days ☐ 60 days In exceptional circumstances, prior to expiry of the period of validity of quotations, IOM may request that the Contractors extend the period of validity for a specified additional period. The request and the response thereto shall be made in writing. A Contractor agreeing to the request will not be required or permitted to modify its quotation.
Partial Quotations ☐ Accepted ☒ Not Accepted
Payment Terms
☐ Advance payment in the amount of _________
☒ Payments shall be made in installments based on accomplished volume of Works (one installments - 90% upon completion of 100% of Works )
☒ 10% of total Contract amount will be retained for the warranty period, which is 12 months
Liquidated Damages
Should the Contractor fail to deliver the works within the completion period, a penalty payment of 0.3% of the cost of unfinished works for every day of breach of completion schedule will be applied
Evaluation Criteria
☒ Technical responsiveness / Full compliance to requirements and the lowest price;
☒ Full acceptance of the Contract General Terms & Conditions;
☒ Capacity of the company (possession with qualified workers, equipment and machinery required for the works);
☒ Experience of implementing similar types of work (minimum required years of experience, company’s reputation, previous experience with IOM and/or other international organizations, recommendation letters and etc.);
☒ Delivery Schedule.
IOM will award to: ☒ One Contractor ☐ Multiple Contractors
Type of Contract to be Signed ☒ Construction Contract ☐ Purchase Order
Conditions for Release of Payment Written Acceptance of Works based on full compliance with RFQ requirements
Annexes to this RFQ Bidding Forms attached
Contact Person for Inquiries (Written inquiries only)
[email protected] Any delay in IOM’s response shall be not used as a reason for extending the deadline for submission, unless IOM determines that such an extension is necessary and communicates a new deadline to the Bidders.
The Bidder shall seal the original copy of the bid in an envelope, duly marking Project name, the RFQ
title and Reference number. The envelope shall then be addressed to IOM at the address mentioned above.
The quotation that complies with all of the specifications, requirements and offers the lowest price, as well as all other evaluation criteria indicated, shall be selected. Any offer that does not meet the requirements shall be rejected. Bidders should submit only one quotation. No alternative quotations shall be accepted.
3
IOM reserves the right to award contract to one or more Contractors and split the Works among multiple Contractors, as it is considered favorable.
Notification of award shall be sent to successful vendors only. IOM will not send notification letters to vendors who were not selected for award of contract.
Any discrepancy between the unit price and the total price (obtained by multiplying the unit price and
quantity) shall be re-computed by IOM. The unit price shall prevail and the total price shall be corrected. If the Bidder does not accept the final price based on IOM’s re-computation and correction of errors, its quotation will be rejected.
At any time during the validity of the quotation, no price variation due to escalation, inflation,
fluctuation in exchange rates, or any other market factors shall be accepted by IOM after it has received the quotation. At the time of award of Contract or Purchase Order, IOM reserves the right to vary (increase or decrease) the quantity/volume of works, by up to a maximum ten percent (10%) of the total offer value, without any change in the unit price or other terms and conditions.
IOM reserves the right to accept or reject any quotation, to render any or all of the quotations as non-responsive, and to reject all quotations at any time prior to award of contract, without incurring any liability, or obligation to inform the affected Bidder(s) of the grounds for IOM’s action. Furthermore, IOM is not obligated to award the contract to the lowest price offer.
IOM implements a zero tolerance on fraud and other proscribed practices, and is committed to identifying and addressing all such acts and practices against IOM, as well as third parties involved in IOM activities. IOM expects its suppliers to adhere to the IOM Vendor Code of Conduct found in this link: http://iraqportal.iom.int/ By applying to any tender, your company is accepting the above terms. Thank you and we look forward to receiving your quotation.
1
2
3
4
5
1
2
3
Site visit is required for vendor to see / inspect project, and to submit a letter undertaking project site visited , maintain final BOQ
price , complete project within IOM approved timeline
The work will include Supplying materials and all required fittings , accessories , tools and machine , installation , testing and
commissioning and put in operation to get the system work properly as per international specifications , DOW ( director of water
supply ) and according to site engineer instructions.
The Price includes all necessary connections, joints, Tests and accessories to finalize the job according to specifications and
according to site engineer instructions .
Bill of Quantities ( BOQ)
Project Name :- Rehabilitation of Al Asakrah -AL Asriyah lifting water station - Al-S'adiya -Diyala
Project Type :- Rehabilitation
Project Locations:- Diyala-Khanaqin-Al S'adiya
Project Duration:- 45 days
General Guidelines
Technical Specifications:
Design plans and BoQ are complementary to each other, hence the contractor has the obligation to execute the tasks mentioned
in either one of them. Incase BOQ and technical drawings have discrepancies. BOQ supersedes technical drawings. Follow IOM
site engineers site instruction at all times.
All the BoQ articles comprise supplying manpower, machinery, equipment, transportation all necessary requirements to get the
work done properly regardless of it's mentioned in the BoQ articles or not.
All the BoQ articles must be carried out according to guidelines of Iraqi Technical Specifications with updates and instructions of
IOM site engineers
All the BoQ articles comprise removing and transporting any debris or rubble to allocated disposal areas by municipality or local
authority
Site Visit Is Manadetory.
IOM International Organization for
4
5
6
7
8
9
10
11
12
12.1
12.2
12.3
12.4
12.5
12.6
13
14
15
16
16.1
16.2
16.3
17
All the Pumps Should be complete with all electrical works ( Wiring , cabling , cable tray , conduit , Circuit breaker ,…etc.)
All the Pumps should complete with it is control panel ( to switch pump on , off , Shown status of the Pump , phase failure , Over
load , Prevent the pumps to work in case of no water ,..etc.) and all required Functions required By the DOW as well as IOM
Engineer instructions.
Any damaged parts in any system or structure due to the work in the site , will be responsibility of contractor to redo poor
workmanship without cost to IOM .
Pressure test is required and should be 1.5 times of working pressure and not less 24 hours at least and in case any pressure
drop , the Contractor responsible for repairing any leakage and remedy and defect till get the system without any pressure drop .
Contractor / vendor is responsible to delivered all the works to DOW and Local authority as well as IOM Engineer.
Follow DOW and IOM site engineers instruction at all times.
All supplied materials should be new and as specified as required in BOQ ( Similar Brands origin , equal or higher quality) ). Show
Curing for all C28 Mpa base foundation concrete works for pumps should be not less than 7 days before mounting pumps and
piping .
The work will include all the required excavation, backfilling and any other required works and accessories as instructed by the site
engineer work to be implemented according to specifications and according to site engineer instructions.
Any Steel work of steel structure should be painted with anti oxidized rust proof paint and 2 layers of oil paint.
Product certificates and warranties should be signed by pump manufacturers / supplier certifying accuracies under specified
Vendor provide Maintenance data for each type and size pump specified to include in the "Operating and Maintenance Manual".
Certificate of origin.( Before supplying any materials).
Submittals Required for New Pump:
Product Data : Submit manufacturer’s pump specifications, installation and startup instructions, and current accurate pump
characteristic certified performance curves with selection points clearly indicated. (Before supplying any materials).
Wiring diagrams detailing wiring for power, signal, and control systems differentiating between manufacturer-installed wiring and
Submit technical data information sheet to specifications ( Before supplying any materials).
All the New Pumps Should be connect to the existing Piping using the required fittings and accessories for the connection must be
All the Items mentioned below ( Pumps , valves , fittings, piping , strainer, flexible connection , expansion tank , pressure gage ,
Submittals Required for valves:
Product Data for each valve type. Include body material, valve design, pressure and temperature classification, end connection
details, seating materials, trim material and
arrangement, dimensions and required clearances, and installation instructions. Include list indicating valve and its application.Certificate of origin.( Before supplying any materials).
Compliance sheet to specifications.( Before supplying any materials).
18
19
20
21
22
23
24
# Description Unit Quantity Unit price (
USD)
Total price (
USD)Remarks
1 Civil works: :المدنية الاعمال
1.1
Site Preparation includes
cleaning and leveling and carry
out the debris out side the work
site
اعمال تهيئة الموقع و تتضمن اعمال تنضيف
وتسويه ورفع الانقاض خارج موقع العملL.s 1 1000 1000
1.2
Supply materials and build one raw of
block for the existing opening in the
wall with dimension (1.5m *2m ) by
using blocks ,cement and sand with
plastering ,the work include according
technical specifications and instruction
of the supervisor engineer
تجهيز مواد والبناء بالبلوك ومونة السمنت والرمل
م 1.5(لبناء الفتحة الموجودة في الجدار بابعاد
مع اللبخ وحسب المواصفات الفنية )م2*
وتوجيهات المهندس المشرف M3 0.6 100 60
Submit work plan schedule for project activities.
Cleaning the site from any debris after complete all the work.
All the old Materials such us ( valves, pumps , accessories ..etc. ) should handover and Store in DOW Stores.
All the Electrical Works including wiring , Circuit breakers , connection , conduit , cables tray , fittings , accessories …etc. (even if it
All the Electrical works should comply with International standard and Iraqi codes.
All the below items and works should be warranty one year after final handover of work to local authorities , beneficiaries and IOM .
1.3
Painting: Supply material and
apply undercoat layer, followed by
2 layer Emulsion paint for inside
and outside of the walls and fence
and adminstration building
,Germany origin . Crack repairing
technique, final color & type of
paint should be according to the
site Engineer and Diyala
directorates approval (matching
the existing paint finish if any).
تجهيز مواد والقيام بصبغ الجدران : ألصبغ
من الداخل والخارج والادارة والسياج من
طبقة اساس ثم (الجانبين ثلاثة طبقات
)نوع الماني درجة اولى(طبقتين املشن
مع معالجة التشققات التي قد تحصل على
ان يتم استحصال موافقة المهندس المشرف
ومديرية ماء ديالى على اللون والنوعية قبل
المباشرة بالعمل وجميع متطلبات العمل
الاخرى وحسب المواصفات الفنية
M2 508 3 1524
1.4
Supply and spread Sub
base(B2) with dimension 4*3m
and 15cm thickness with good
watering and compaction
B2 فرش طبقة من السبيس صنف
سم مع الرش 15م وبسمك 3*4بابعاد
والحدل الجيدM3 1.8 20 36
1.4
Supply material (cement ,sand ,gravel
and water )and casting the room by
using reinforced concrete (1:2:4) using
BRC(6mm) as two layer . with
dimension (w=3 m,I=4m ,h=0.3 ),using
plywood form new one ,make curing for
concrete, using polyethylene sheet below
the concrete and install baseplate at top
of concrete with fixing 4 anchor bolts wit
the layer of rebar . using polyethylene
sheet below the concrete and using epoxy
coating to the concrete under the
supervision of engineer
وصب )حصو وماء ,رمل ,سمنت (تجهيز مواد
الغرفة باستخدام كونكريت مسلح بنسبة خلط
ملم بواقع طبقتين 6باستخدام بي ار سي )1:2:4(
م 3=العرض , م 4=الطول( بابعاد
باستخدام بلايوود جديد للقالب مع )م0.3=السمك,
المعالجة للكونكريت واستخدام نايلون اسفل الصب
مع تثبيت قاعدة حديدية في السطح العلوي للصبة
وربط اقطابها الاربعة مع الطبقة لحديد التسليح
ويشمل العمل استخدام نايلون اسفل الصب
واستخدام طلاء ايبوكسي للاساس وحسب
..المولصفات الفنية وتوجيهات المهندس المشرف
M3 3.6 200 720
1.5
Kirby Room for pumps and Voltage
Regulator:-
Supply material and construct Kirby room
(3 * 4)m *2.5m height as specified in the
drawing
The shading Dimension (3.5 *4.5)m, net
height 2.5m, using sheets of galvanized
thickness (0.5) mm, and HSS steel tubes
well welded and painted with antirust
coating and completed with oil paint
approved by site engineer. Project
Specifics includes fixing the base plates
30x30 on it for the column , which will be
fixed using anchor bolts, Using main
columns3"x3", 3mm thickness , using
rafters 3"x2",2mm thick and Installation
sheets of galvanized aluminum thickness s
(0.5) mm) with 1.5" self tapping screws
with rubber washer.
the wall construction should be using
sheets of galvanized thickness (0.5) mm ,
HSS Column and BRC as specified in the
drawings The work including Supply and
fix the slide door (1.5*2.5m )using
BRC(0.5mm) with all required accessories.
the Shading should Sloped toward one
Side to drain rain water. all works should
be done referring to the attached drawings
and instructions of IOM site engineer.
تجهيز مواد وإنشاء :السقيفة الحديدية
متر لمنظم الفولتية وبابعاد 4 * 3غرفة
متر 2.5متر بإرتفاع )4.5* 3.5(سقيفة
:ويشمل العمل ما يلي
3.5( )السقف(إنشاء أبعاد المنطقة المظللة
م والتي تمتد خارج حدود الغرفة )4.5*
سم من كل الجوانب , الارتفاع 25ب
م , باستخدام صفائح من 2.5الصافي
مم , وأنابيب )0.5(الألمنيوم المجلفن
HSS الفولاذية ملحومة جيدًا ومطلية
بطلاء مضاد للصدأ ومكتمل بطلاء زيتي
معتمد من مهندس الموقع مع عمل باب
وانشاء الجداران . سلايد من البي ار سي
كاملة وكما مبين بالتفاصيل بالمخططات
المرفقة وباستخدام الاعمدة الرئيسية
مم , مع لوح قاعدة 3 , سمك 3*"3"
30x302* انج 3و العوارض . سم "
مم و صفائح من الألمنيوم 2وسماكة
مع مسامير ذاتية )مم )0.5(المجلفن
مع واشر مطاطي ويجب ان "1.5اللولب
يتم عمل ميل في السقيفة لتصريف مياه
جميع الاعمل تتم حسب .الامطار
المخططات المرفقة وتوجيهات المهندس
.المشرف
M2 50.75 38 1928.5
1.6
Supply material (cement ,sand
,gravel and water ) and casting out
door columns by using reinforced
concrete (1:2:4) , using ɸ12mm
Ukrainian type in each 20cm as
one layer . with dimension
(w=0.4 m,I=2.5m ,Thickness=0.4
),using plywood form new one
,make curing concrete ,the work
includes using polyethylene sheet
below the concrete and using
epoxy coating to the concrete
according to attached drawing and
instruction of supervisor engineer.
)حصو وماء ,رمل ,سمنت (تجهيز مواد
وصب اعمدة الباب الخارجية باستخدام
)1:2:4(كونكريت مسلح بنسبة خلط
ملم 12باستخدام حديد تسليح اوكراني قطر
م 0.4=العرض , م 2.5=الطول(بابعاد ,
باستخدام بلايوود جديد )م0.4=السمك,
للقالب مع المعالجة للكونكريت واستخدام
نايلون اسفل الصب ويشمل العمل
استخدام نايلون اسفل الصب واستخدام
طلاء ايبوكسي للاساس وحسب
المخططات المرفقة و المولصفات الفنية
..وتوجيهات المهندس المشرف
m3 2.136 250 534
1.7
Supply and fix the slide steel door
(3*1.8m ) .The price includes painting
with two layers anti-rust paint(radlett)
and three layers of oil-based paint with
all required to complete the work.
according to attached drawing and
instructions of the supervisor engineer.
تجهيز وتثبيت باب حديد سلايد وجهين
م شاملا السعر الصبغ 1.8*3بابعاج
قاط 3بمانع الصدأ قاطين والصبغ الدهني
مع كل ما يتطلب لاكمال العملوحسب
المخططات المرفقة و توجيهات المهندس
.المشرف
NO. 1 500 500
1.8
Supply and install Tubular poles with
4.4m lenth,3" dim,3mm thickness) with
Suspension hang and connected tools
including excavate base of poles with
dimension (1*40*40) cm and casting
the base by dimension(40*40*1.2)m
with mix design 1:2:4 . according to
attached drawing and instruction of
supervisor engineer.(Refer to P002)
انج 3م و قطر 4.4تجهيز ونصب عمود بطولل
ملم مع هوك التعليق ومعدات الربط 3وسمك
م 1× 40× 40ويشمل حفر قاعدة العمود بابعاد
م د 1.2×40× 40وصب قاعدة العمود بابعاده
ويتم ذلك حسب المخططات المرفقة وتوجيهات
المهندس المشرف
NO. 1 500 500
2 Mechanical Works : 0
2.1
Supplying& Installing of centrifugal
water- end Suction - pump over
the pedestal(pump + electric motor
, electric motor type Star - Delta)
,size 11kw, Q=60m3/hr. ,Head
=30m ,three-phase 380 V - 50 Hz.
Pump body cast iron, with
threaded ports ,, Pump efficiency:
greater or equal 71.4%,4 poles
type (separate impeller )RPM=
1450 ,Impeller from brass, of the
type with centrifugal radial flow.
Motor shaft from stainless steel
,seal from ceramic - graphite -
NBR. IP 55. quiet running, air
cooled (TEFC), suitable for
continuous duty Italy(Caprari
brand)) made or equivalent, with 4
butterfly valves 6" with 1 non return
valves 6" with all necessary
connections pipe, as per
instructions of the supervisor
engineer.
* The
Work include control panel and all
electrical work ( Cabling , cable
tray , , ..etc.).
* The works include all the cutting
and welding .
* The Pumps should be comply
+ مضخة (تجهيز وتركيب ونصب وتأسيس مضخة ماء
- Starالمحرك كهربائي من نوع , محرك كهربائي
Delta( ساعة /3 م60= كيلو وات وتدفق 11بحجم
50 فولت و 380, فيز3, م 30وقوة دفع عمود الماء
اقطاب وكفاءة 4البدي حديد الصب محزز و. هيرتز
٪ والبشاره او الخنزيره 71.4أكبر أو يساوي: المضخة
دوره بالدقيقه البشاره 1450منفصله وسرعة دوران
من نحاس , من النوع ذو التدفق الشعاعي بالطرد
الفولاذ المقاوم للصدأ الجبنه : عمود المحرك. المركزي
الجرافيت - الميكانيكية من السيراميك
تبريد هوائي بالريشه الخلفيه من نوع )IP55(والحمايه
" 6او مايعادله مع قفل فراشة )كابراري(ايطالي الصنع
ومصفات 1عدد"6وقفل عدم رجوع حجم , و 4عدد
والسعر يشمل 4 وجوينت لتقليل الاهتزاز عدد 2عدد
ربط بطريقة تبادليه مع المضخة الاخرى بالانابيب
ومع كافة الملحقاة اللازمة لانجاز العمل " 6المغلونه
و السعر يتَضمّنُ تجهيز و نصب طوافة في ,بالكامل
وحسب تعليمات ) انج10(نهاية انبوب المصب
* المهندس المشرف
يشمل العمل لوحة تحكم وجميع الأعمال الكهربائية
)Cabling , الخ.. , علبة الكابلات(.
.تشمل الأعمال جميع القطع واللحام *
يجب أن تكون المضخات الجديدة المذكورة متوافقة *
مع المواصفات الفنية المذكورة أعلاه , ويجب أن تشمل
جميع الأعمال الميكانيكية من تثبيت , وعوازل الاهتزاز
, والأنابيب , والتركيبات , والصمامات , والتوصيل
.)إلخ... المرن , والملحقات , ومعيار الضغط ,
No. 2 4850 9700
2.2
Supply , Laying ,connecting and testing
6" diameter iron pipe (Sch 40) for
filling system complete with all required
piping , fittings ( Elbow , Tee ,reducer
,..etc.) , supports and accessories, the
work include excavation , laying the
Pipe , buried the Pipes after testing to
make a line from the main water line to
the lift pumps and from the pumps to
lift pipe(10 inch) , The work includes
digging with depth 100 cm & width 60
cm in the needed area , all cutting and
welding works, installing the pipe ,
covered with river sand then refill using
clean soil , all work should be done
according to the requirements of the
work and according to the direction of
the supervising engineer.
*The Pipe Above Ground should be
Galvanized Iron(Sch 40) with all
required Support to fixing the Pipe
properly and as per DOW and site
engineer's instructions.
* The Pipe below Ground Should be
Ductile Iron Pipe(Sch 60).
حديدي أنبوب اختبار و وربط تركيب ، توريد
مع كامل تعبئة لنظام (Sch 40ٍ ) بوصات 6بقطر
، المحملة ، الكوع) التركيبات ، الأنابيب جميع
يشمل ، والملحقات الدعامات ، (إلخ ، المخفض
بعد الأنابيب ودفن الأنابيب وضع ، الحفر العمل
مضخات الى الناقل الخط من خط لعمل الاختبار
،(انج 10)الرفع انبوب الى المضخات ومن, الرفع سم 60 وعرض سم 100 بعمق الحفر العمل يشمل
واللحام القطع أعمال وجميع ، المطلوبة المنطقة في
يعاد ثم النهر رمل مع مغطاة ، الأنابيب وتركيب ،
وفقا جميع عمل يتم ، نظيفة تربة باستخدام تعبئته
.المشرف المهندس لتوجيهات ووفقا العمل لمتطلبات الحديد من الأرض فوق الأنبوب يكون أن يجب*
الأنابيب لتثبيت المطلوبة الدعامات كل مع المجلفن
و الموقع مهندس لتعليمات ووفقاً صحيح بشكل
DOW. يكون أن يجب الأرض تحت الموجود الأنبوب*
.المياه دائة مواصفات وحسب الدكتايل حديد من
M.L 16 80 1280
Supply the material and install
the suitable steel-rubber ring
around the hole in the pipe with
all that is required to complete
the work well and according to
the directions of the supervising
engineer
الثقب لسد مطاط- حديد قفيص وتنصيب تجهيز
كل مع الخزان الى الصاعد الانبوب في الموجود
وحسب جيدة بصورة العمل لانجاز يتطلب ما
المشرف المهندس توجيهات NO. 1 100 100
Supply and replace of gate
valve with gearbox ,western
made or equivalent, according
to instruction of supervisor
engineer
gate valve نوع قفل تجهيزوتبديل من بوكس الكير مع انج 10 حجم بوابي
وحسب يعادله ما او غربي منشا
المشرف المهندس توجيهات
NO. 3 250 750
3 Electrical work 0
3.1
Main Control Board work Supplying
and installing new main electrical
distribution and control board 80
cmx100cmx 60cm depth)m & 2mm
thickness, Double door, European
brand floor standing, the control board
contains, adjustable main circuits
breakers (MCCB) Group Schneider or
ABB or Siemens brands , to operate
the Water compact 60 m3 /hr. and
should contain a starter 2 nos to
operate the two pumps each one 11
kw , with required circuit brackers,
lamps , busbar ,...etc. and as following:
MCCB 250A (one piece). Busbar ,
Digital gages multi readings.. Earth
leakage , Phase Failure Protection
and Alarm System , electrical self-
feeding , flash light (2 minutes) with
warning audio (one minute) , Cover all
non-isolated parts by using isolated
sheet lighting systems. Signal lights,
gages multi readings, ampere ,All
connections needed should be by
using only Bas Bar. The price should
cover all the fittings ,connections,
cables , and all that required to
complete the work and operate all the
parts of compact unit through main
control board . getting the approval
from the DoW and Supervisor
engineer.
تجهيز وتنصب لوحة توزيع و سيطرة كهربائية
سم و 60 * 100 *80)رئيسية جديدة بابعاد
لوحة التوزيع الكهربائي او البورد . ملم 2بسمك
من ) MCCB (تحتوي على قواطع دورة رئيسية
منشا شركة شنايدر او اي بي بي او سيمينز ,
ساعة ويجب أن يتألف / 3 م 60لتشغيل االمحطة
لتشغيل مضختين كل واحدة 2بادى حركة عدد
الخ ... كيلووات , المصابيح , بسبار , 11
:وحسب المكونات ادناه ,
امبير مع تنصيبه بشكل كامل 250 قاطع دورة
قاطع ,عدادات رقمية ذات قراءات متعددة .
منظومة فيز للحماية و التنبيه , , امبير250دورة
2مصباح تنبيه معدل كل ,تغذية ذاتية كهربائية .
دقيقة متصل مع سيطرة متناوبة لقاطع الدورة
العازلة باستخدام - الرئيسيةتغطية كل الاجزاء غير
.اغطية عازلة
كل . عدادات متعددة القراءات ,مصابيح مفردة
التوصيلات المطلوبة يجب ان تكون باستخدام
الكلفة تشمل توفير كل التوصيلات .البزبار فقط
المطلوبة لاكمال العمل حسب توجيهات المهندس
مع كافة الكونتكرات والملحقات و .المشرف
الكيبلات الكهربائية التي يتطلبها العمل بمايضمن
تشغيل كافة اجزاء الوحدة المجمعة عن طريق
وحسب المواصفات الفنية على ان .لوحة السيطرة
يتم المصادقة على لوحة السيطرة من قبل مديرية
الماء و حسب توجيهات المهندس المشرف
NO 1 750 750
3.2
Supply and testing electrical
Distribution transformer /outdoor
,Diyala brand(250KVA) capacity
and must be according the Iraq
Technical Specifications , oil
cooled ,copper winding with all
required accessories as follow:
1- two circuit breakers(LV board
2*250 A for 250 KVA Transformer
with all accessories in iron
(20*60*80) cm .thickness 1.5 mm,
in waterproof box,(Meters with
Selector Switch) Schneider type
with bus bar.
2- set cut out fuse 11kv with
bracket channel, 7
holes(1*210cm)with screws and
rings and using
screws(16*250mm) to connect the
transformer.
3- cables (1*95mm2) with 60 m
length from the two sides the
transformer and the network by
using terminals and screws.
4-copper cable (1*50)mm,10m
length with two grounding
rods(1.5m length X 19 mm2) for
each one with screws and belts to
connect the body of the
transformer from two sides to the
كي في نوع 250تجهيز وفحص محولة توزيع سعة
ديالى ومطابق للمواصفات الفنية القياسية العراقية ومن
. التبريد زيت وملف نحاس - , النوع المعلق خارجيا
مع جميع الملحقات المطلوبة لنصب وربط وتشغيل
:المحولة
نوع شنايدر , امبير 250 حجم 2قاطع دورة عدد -1
. مصبوغ,داخل صندوق معدني مع البازبار
7كف مع براكيت جنل 11سيت كت اوت فيوز -2
قابلو -سم مع البراغي والقفايص210*1(ثقوب
م10,)ملم150*1(
م 60ملم مربع نحاس بطول 95*1قابلوات حجم - 3
باستخدام الثرامل .لربط جهتي المحولة والشبكة
.والبراغي
م مع قضيبي 10ملم بطول )50*1(قابلو نحاس -4
م مع القفيص والبراغي 1.5 بطول 2تاريض عدد
-لتاريض جهتي المحولة
.سم مع البراغي )210( *2ركيزة محولة عدد -5
. سم طول لتثبيت المحولة 80انج سمك و 3جنل - 6
ملم مربع لربط المحولةبالكت 50اسلاك نحاس -7
اوت ومن ثم ربط الكت اوت باسلاك الضغط العالي
.ملم مربع20/120
مع )210سم *عدد1(ثقوب 7براكيت جنل - 8
القفايص والبراغي
. ملم لربط المحولة250*16براغي - 9
المنيوم لربط القابلوات -معدات ربط نحاس -10
الخارجة من القواطع مع الشبكة الكهربائية ويتم ذلك
بموجب توجيهات اللجنة المشرفة وحسب مواصفات
..وزارة الكهرباء
NO. 1 10000 10000
3.3
Supply and install voltage regulator
good type size 50 kv, 3 ph, Delta
Brand ( turkish Origin) or equivalent
,the work includes all necessary
fittings and connection required with
warranty.
اي في ك 50 حجم فولتية منظم ونصب تجهيز
مايعادله او تركي دلتا نوع من الاطوار ثلاثي,
توصيلات من العمل يتطلبه ما كل السعر ويشمل
.الضمان مع وغيرها NO. 1 5000 5000
3.4
Supplying and installing cable
size (4*35)mm2 cable good
quality Turkish made or
equivalent to connect between
the transformer with pumps
room according to instruction of
supervisor engineer.
جيدة نوعية 2ملم 35*4 )كيبل ونصب تجهيز
غرفه و, المحولة بين لربط يكافئها ما او تركي
العمل لاتمام اللازمة الملحقات جميع مع المضخه
المهندس وتوجيهات الفنية المواصفات وحسب
. المشرفM.L 17 50 850
3.5
Supplying and installing cable
size (4*25mm2) good quality
Turkish made or equivalent to
connect between the electrical
board (inside the pump house)
with the pumps according to
instruction of supervisor
engineer..
جيدة نوعية (ملم25*4 )كيبل ونصب تجهيز
والمضخات البورد بين لربط يكافئها ما او تركي
اللازمة الملحقات جميع مع المظخات غرفه في
وتوجيهات الفنية المواصفات وحسب العمل لاتمام
. المشرف المهندس
M.L 10 20 200
3.6
Supply & installing of 3 LED
flour sent light 20 watt with
base with all requirement switch
2poles,pluge switch and using
cables 2*1.5mm2 to install in
the room of the pumps all the
wiring should be inside the pvc
trunk with all the work requires
واط مع 20 شمعات نيون حجم 3تجهيز ونصب
القاعدة والسعر يشمل جميع المواد المطلوبة مع
بلاك سويج والكيبلات ,مفتاح سويج ثنائي للتشغيل
ويجب ان تكون 2 ملم 1.5*2الكهربائية بحجم
جميع التاسيسات داخل ترنجات البلاستيكيه وكل ما
يتطلب لاتمام العمل وحسب توجيهات المهندس
.المشرف
L.s 1 100 100
3.7
Supplying and installing cable
size (4*16mm2) good quality
Turkish made or equivalent to
connect between transformer
with electrical board inside the
administration house according
to instruction of supervisor
engineer..
جيدة نوعية (ملم16*4 )كيبل ونصب تجهيز
وبورد المحولة بين لربط يكافئها ما او تركي
العمل لاتمام اللازمة الملحقات جميع مع الادارة
المهندس وتوجيهات الفنية المواصفات وحسب
. المشرفML 12 15 180
35712.5Total Estimated Cost
Start Date: End Date:
Civil work
Mechanical work
Electrical work
Ramz Al-Eqar Co
Rehabilitation of Al Asakrah -AL Asriyah lifting water station -
Al-S'adiya - Diyala
Implementation Work Schedule : 45 days
Activity Description
(Refer BOQ)
Month 1 Month 2
week 1 week 2 week 3 week 4 week 1 week 2
1
REQUEST FOR QUOTATION (RFQ)
1To: Construction Companies
DATE June 07,2021
REFERENCE No.:
DEADLINE: June 15 , 2021, 12:00 hours local time (GMT +3)
Dear Sir / Madam:
We kindly request you to submit your quotation for implementation of Rehabilitation of Al
Asakrah -AL Asriyah lifting water station - Al-S'adiya -Diyala detailed in Annex A (Bill of Quantities) of this RFQ. When preparing your quotation, please be guided by the requirements and conditions below.
Quotations should be submitted by hand delivery to the address below: By Email To: [email protected] And CC : ALABBASI Ali [email protected] Site Visit Mandatory will be on Wednesday 9-6-2021 @10:00 AM and the Focal point is Eng. Abudl
khalik @ABDULRAHEM Abdul Khlaek (EXT) his contact phone +964 (770) 1771164Only registered vendors are allowed to participate in this tender. Hence, any offer from unregistered company may not be reviewed. To register as IOM Vendor, please follow the instructions at http://iraqportal.iom.int/
It is the responsibility of company to ensure that its quotation will reach the address above on or before the deadline. Quotations that are received by IOM after the deadline indicated above, for whatever reason, shall not be considered for evaluation.
Please take note of the following requirements and conditions pertaining to this RFQ:
Exact Address/es of Delivery Location/s (identify all, if multiple)
Diyala
Latest Expected Works Completion Date
Currency of Quotation ☒ US Dollars ☐ Local Currency ☐ Other
Quotation, other documentations, including catalogues, instructions and operating manuals, reports shall be in this language
☒ English
☐ Arabic
Bid Security
Not Required Acceptable Forms of Bid Security
Bank Guarantee (Form F) Any Bank-issued Check / Cashier’s Check / Certified Check
Documents to be submitted
☒ BoQ (Annex 1);
☒ Bid Submission Form (Form A);
☒ Construction Schedule (Form B);
2
☒ List of Proposed Key Personnel (Form C);
☒ List of Technical Machineries and Equipment (Form D);
☐ Bid Security, if applicable (Form E).
Period of Validity of Quotations starting the Submission Date
☐ 30 days ☒ 45 days ☐ 60 days In exceptional circumstances, prior to expiry of the period of validity of quotations, IOM may request that the Contractors extend the period of validity for a specified additional period. The request and the response thereto shall be made in writing. A Contractor agreeing to the request will not be required or permitted to modify its quotation.
Partial Quotations ☐ Accepted ☒ Not Accepted
Payment Terms
☐ Advance payment in the amount of _________
☒ Payments shall be made in installments based on accomplished volume of Works (one installments - 90% upon completion of 100% of Works )
☒ 10% of total Contract amount will be retained for the warranty period, which is 12 months
Liquidated Damages
Should the Contractor fail to deliver the works within the completion period, a penalty payment of 0.3% of the cost of unfinished works for every day of breach of completion schedule will be applied
Evaluation Criteria
☒ Technical responsiveness / Full compliance to requirements and the lowest price;
☒ Full acceptance of the Contract General Terms & Conditions;
☒ Capacity of the company (possession with qualified workers, equipment and machinery required for the works);
☒ Experience of implementing similar types of work (minimum required years of experience, company’s reputation, previous experience with IOM and/or other international organizations, recommendation letters and etc.);
☒ Delivery Schedule.
IOM will award to: ☒ One Contractor ☐ Multiple Contractors
Type of Contract to be Signed ☒ Construction Contract ☐ Purchase Order
Conditions for Release of Payment Written Acceptance of Works based on full compliance with RFQ requirements
Annexes to this RFQ Bidding Forms attached
Contact Person for Inquiries (Written inquiries only)
[email protected] Any delay in IOM’s response shall be not used as a reason for extending the deadline for submission, unless IOM determines that such an extension is necessary and communicates a new deadline to the Bidders.
The Bidder shall seal the original copy of the bid in an envelope, duly marking Project name, the RFQ
title and Reference number. The envelope shall then be addressed to IOM at the address mentioned above.
The quotation that complies with all of the specifications, requirements and offers the lowest price, as well as all other evaluation criteria indicated, shall be selected. Any offer that does not meet the requirements shall be rejected. Bidders should submit only one quotation. No alternative quotations shall be accepted.
3
IOM reserves the right to award contract to one or more Contractors and split the Works among multiple Contractors, as it is considered favorable.
Notification of award shall be sent to successful vendors only. IOM will not send notification letters to vendors who were not selected for award of contract.
Any discrepancy between the unit price and the total price (obtained by multiplying the unit price and
quantity) shall be re-computed by IOM. The unit price shall prevail and the total price shall be corrected. If the Bidder does not accept the final price based on IOM’s re-computation and correction of errors, its quotation will be rejected.
At any time during the validity of the quotation, no price variation due to escalation, inflation, fluctuation
in exchange rates, or any other market factors shall be accepted by IOM after it has received the quotation. At the time of award of Contract or Purchase Order, IOM reserves the right to vary (increase or decrease) the quantity/volume of works, by up to a maximum ten percent (10%) of the total offer value, without any change in the unit price or other terms and conditions.
IOM reserves the right to accept or reject any quotation, to render any or all of the quotations as non-responsive, and to reject all quotations at any time prior to award of contract, without incurring any liability, or obligation to inform the affected Bidder(s) of the grounds for IOM’s action. Furthermore, IOM is not obligated to award the contract to the lowest price offer.
IOM implements a zero tolerance on fraud and other proscribed practices, and is committed to identifying and addressing all such acts and practices against IOM, as well as third parties involved in IOM activities. IOM expects its suppliers to adhere to the IOM Vendor Code of Conduct found in this link: http://iraqportal.iom.int/ By applying to any tender, your company is accepting the above terms. Thank you and we look forward to receiving your quotation. Ahmed Aza M. Ameen CEO AZA for general contracting co. ltd.
1
2
3
4
5
1
2
3
4
5
6
7
8
9
10
11
12
12.1
12.2
12.3
12.4
12.5
12.6
13
14
15
16
16.1
16.2
16.3
17
18
19
20
21
22
23
24
# Description Unit Quantity Unit price
( USD)
Total price (
USD)Remarks
1 Civil works: :المدنية الاعمال
1.1 Site Preparation includes cleaning and leveling and carry out the debris out side the work site العمل موقع خارج الانقاض ورفع وتسويه تنضيف اعمال تتضمن و الموقع تهيئة اعمال L.S 1 700 700
1.2
Supply materials and build one raw of block for the existing opening in the wall with dimension
(1.5m *2m ) by using blocks ,cement and sand with plastering ,the work include according
technical specifications and instruction of the supervisor engineer
وحسب اللبخ مع (م2* م1.5) بابعاد الجدار في الموجودة الفتحة لبناء والرمل السمنت ومونة بالبلوك والبناء مواد تجهيز
المشرف المهندس وتوجيهات الفنية المواصفات M3 0.6 400 240
1.3
Painting: Supply material and apply undercoat layer, followed by 2 layer Emulsion paint for inside
and outside of the walls and fence and adminstration building ,Germany origin . Crack repairing
technique, final color & type of paint should be according to the site Engineer and Diyala
directorates approval (matching the existing paint finish if any).
طبقات ثلاثة الجانبين من والسياج والادارة والخارج الداخل من الجدران بصبغ والقيام مواد تجهيز: ألصبغ
يتم ان على تحصل قد التي التشققات معالجة مع (اولى درجة الماني نوع) املشن طبقتين ثم اساس طبقة)
وجميع بالعمل المباشرة قبل والنوعية اللون على ديالى ماء ومديرية المشرف المهندس موافقة استحصال
الفنية المواصفات وحسب الاخرى العمل متطلبات
M2 508 5 2540
1.4Supply and spread Sub base(B2) with dimension 4*3m and 15cm thickness with good watering and
compactionالجيد والحدل الرش مع سم 15 وبسمك م3*4 بابعاد B2 صنف السبيس من طبقة فرش
M3 1.8 150 270
1.4
Supply material (cement ,sand ,gravel and water )and casting the room by using reinforced concrete
(1:2:4) using BRC(6mm) as two layer . with dimension (w=3 m,I=4m ,h=0.3 ),using plywood form
new one ,make curing for concrete, using polyethylene sheet below the concrete and install
baseplate at top of concrete with fixing 4 anchor bolts wit the layer of rebar . using polyethylene
sheet below the concrete and using epoxy coating to the concrete under the supervision of engineer
سي ار بي باستخدام (1:2:4) خلط بنسبة مسلح كونكريت باستخدام الغرفة وصب ( وماء حصو, رمل, سمنت) مواد تجهيز
للكونكريت المعالجة مع للقالب جديد بلايوود باستخدام (م0.3=السمك, م3= العرض, م4=الطول) بابعاد طبقتين بواقع ملم6
لحديد الطبقة مع الاربعة اقطابها وربط للصبة العلوي السطح في حديدية قاعدة تثبيت مع الصب اسفل نايلون واستخدام
وتوجيهات الفنية المولصفات وحسب للاساس ايبوكسي طلاء واستخدام الصب اسفل نايلون استخدام العمل ويشمل التسليح
..المشرف المهندس
M3 3.6 275 990
1.5
Kirby Room for pumps and Voltage Regulator:-
Supply material and construct Kirby room (3 * 4)m *2.5m height as specified in the drawing
The shading Dimension (3.5 *4.5)m, net height 2.5m, using sheets of galvanized thickness (0.5)
mm, and HSS steel tubes well welded and painted with antirust coating and completed with oil paint
approved by site engineer. Project Specifics includes fixing the base plates 30x30 on it for the
column , which will be fixed using anchor bolts, Using main columns3"x3", 3mm thickness , using
rafters 3"x2",2mm thick and Installation sheets of galvanized aluminum thickness s (0.5) mm) with
1.5" self tapping screws with rubber washer.
the wall construction should be using sheets of galvanized thickness (0.5) mm , HSS Column and
BRC as specified in the drawings The work including Supply and fix the slide door (1.5*2.5m )using
BRC(0.5mm) with all required accessories.
the Shading should Sloped toward one Side to drain rain water. all works should be done referring
to the attached drawings and instructions of IOM site engineer.
متر (4.5* 3.5) سقيفة وبابعاد الفولتية لمنظم متر 4 * 3 غرفة وإنشاء مواد تجهيز:الحديدية السقيفة
:يلي ما العمل ويشمل متر 2.5 بإرتفاع
كل من سم 25 ب الغرفة حدود خارج تمتد والتي م (4.5 * 3.5) (السقف)المظللة المنطقة أبعاد إنشاء
HSS وأنابيب ، مم (0.5) المجلفن الألمنيوم من صفائح باستخدام ، م 2.5 الصافي الارتفاع ، الجوانب
عمل مع الموقع مهندس من معتمد زيتي بطلاء ومكتمل للصدأ مضاد بطلاء ومطلية جيدًا ملحومة الفولاذية
المرفقة بالمخططات بالتفاصيل مبين وكما كاملة الجداران وانشاء. سي ار البي من سلايد باب
" 2* انج 3 العوارض و.سم 30x30 قاعدة لوح مع ، مم 3 سمك ، 3*"3" الرئيسية الاعمدة وباستخدام
مطاطي واشر مع "1.5 اللولب ذاتية مسامير مع (مم (0.5) المجلفن الألمنيوم من صفائح و مم 2وسماكة
المرفقة المخططات حسب تتم الاعمل جميع. الامطار مياه لتصريف السقيفة في ميل عمل يتم ان ويجب
المشرفم المهندس وتوجيهات
M2 50.75 28 1421
1.6
Supply material (cement ,sand ,gravel and water ) and casting out door columns by
using reinforced concrete )1:2:4( , using ɸ12mm Ukrainian type in each 20cm as one
layer . with dimension (w=0.4 m,I=2.5m ,Thickness=0.4 ),using plywood form new
one ,make curing concrete ,the work includes using polyethylene sheet below the
concrete and using epoxy coating to the concrete according to attached drawing and
instruction of supervisor engineer.
بنسبة مسلح كونكريت باستخدام الخارجية الباب اعمدة وصب ( وماء حصو, رمل, سمنت) مواد تجهيز
م0.4= العرض, م2.5=الطول) بابعاد, ملم 12 قطر اوكراني تسليح حديد باستخدام (1:2:4) خلط
الصب اسفل نايلون واستخدام للكونكريت المعالجة مع للقالب جديد بلايوود باستخدام (م0.4=السمك,
و المرفقة المخططات وحسب للاساس ايبوكسي طلاء واستخدام الصب اسفل نايلون استخدام العمل ويشمل
..المشرف المهندس وتوجيهات الفنية المولصفات
m3 2.136 250 534
1.7
Supply and fix the slide steel door (3*1.8m ) .The price includes painting with two layers anti-rust
paint(radlett) and three layers of oil-based paint with all required to complete the work. according
to attached drawing and instructions of the supervisor engineer.
والصبغ قاطين الصدأ بمانع الصبغ السعر شاملا م1.8*3 بابعاج وجهين سلايد حديد باب وتثبيت تجهيز
.المشرف المهندس توجيهات و المرفقة المخططات العملوحسب لاكمال يتطلب ما كل مع قاط 3 الدهني NO. 1 600 600
1.8
Supply and install Tubular poles with 4.4m lenth,3" dim,3mm thickness) with Suspension hang and
connected tools including excavate base of poles with dimension (1*40*40) cm and casting the base
by dimension(40*40*1.2)m with mix design 1:2:4 . according to attached drawing and instruction of
supervisor engineer.(Refer to P002)
بابعاد العمود قاعدة حفر ويشمل الربط ومعدات التعليق هوك مع ملم3 وسمك انج 3 قطر و م4.4بطولل عمود ونصب تجهيز
المشرف المهندس وتوجيهات المرفقة المخططات حسب ذلك ويتم د م1.2×40× 40 بابعاده العمود قاعدة وصب م1× 40× 40NO. 1 450 450
2 Mechanical Works :
2.1
Supplying& Installing of centrifugal water- end Suction - pump over the
pedestal(pump + electric motor , electric motor type Star - Delta) ,size 11kw,
Q=60m3/hr. ,Head =30m ,three-phase 380 V - 50 Hz. Pump body cast iron, with
threaded ports ,, Pump efficiency: greater or equal 71.4%,4 poles type (separate
impeller )RPM= 1450 ,Impeller from brass, of the type with centrifugal radial flow.
Motor shaft from stainless steel ,seal from ceramic - graphite - NBR. IP 55. quiet
running, air cooled (TEFC), suitable for continuous duty Italy(Caprari brand)) made or
equivalent, with 4 butterfly valves 6" with 1 non return valves 6" with all necessary
connections pipe, as per instructions of the supervisor engineer.
* The Work include control panel and all electrical work (
Cabling , cable tray , , ..etc.).
* The works include all the cutting and welding .
* The Pumps should be comply with technical specifications above and shall include
all the mechanical works for fixing , vibration isolators , piping , fitting, valves, flexible
connection , accessories , pressure gage , ...etc.)
- Star نوع من كهربائي المحرك, كهربائي محرك+ مضخة)ماء مضخة وتأسيس ونصب وتركيب تجهيز
Delta) 50 و فولت 380,فيز 3, م 30 الماء عمود دفع وقوة ساعة/3م 60= وتدفق وات كيلو 11بحجم
الخنزيره او والبشاره ٪71.4يساوي أو أكبر: المضخة وكفاءة اقطاب 4و محزز الصب حديد البدي. هيرتز
بالطرد الشعاعي التدفق ذو النوع من ، نحاس من البشاره بالدقيقه دوره 1450 دوران وسرعة منفصله
الجرافيت- السيراميك من الميكانيكية الجبنه للصدأ المقاوم الفولاذ: المحرك عمود. المركزي
فراشة قفل مع مايعادله او (كابراري)الصنع ايطالي نوع من الخلفيه بالريشه هوائي تبريد (IP55)والحمايه
والسعر 4 عدد الاهتزاز لتقليل وجوينت 2 عدد ومصفات 1عدد"6 حجم رجوع عدم وقفل, و 4عدد" 6
لانجاز اللازمة الملحقاة كافة ومع" 6 المغلونه بالانابيب الاخرى المضخة مع تبادليه بطريقة ربط يشمل
تعليمات وحسب (انج 10)المصب انبوب نهاية في طوافة نصب و تجهيز يتَضمّنُ السعر و,بالكامل العمل
الكهربائية الأعمال وجميع تحكم لوحة العمل يشمل* المشرف المهندس
(Cabling ، الخ.. ، الكابلات علبة).
. واللحام القطع جميع الأعمال تشمل*
أن ويجب ، أعلاه المذكورة الفنية المواصفات مع متوافقة المذكورة الجديدة المضخات تكون أن يجب*
، والصمامات ، والتركيبات ، والأنابيب ، الاهتزاز وعوازل ، تثبيت من الميكانيكية الأعمال جميع تشمل
.(إلخ... ، الضغط ومعيار ، والملحقات ، المرن والتوصيل
No. 2 8000 16000
All the Pumps Should be complete with all electrical works ) Wiring , cabling , cable tray , conduit , Circuit breaker ,…etc.( connection to distribution board.
All the Pumps should complete with it is control panel ( to switch pump on , off , Shown status of the Pump , phase failure , Over load , Prevent the pumps to work in case of no water ,..etc.) and all required Functions required By the DOW as well as IOM Engineer instructions.
Site visit is required for vendor to see / inspect project, and to submit a letter undertaking project site visited , maintain final BOQ price , complete project within IOM approved timeline
The work will include Supplying materials and all required fittings , accessories , tools and machine , installation , testing and commissioning and put in operation to get the system work properly as per international specifications , DOW ( director of water supply ) and according to
site engineer instructions.
The Price includes all necessary connections, joints, Tests and accessories to finalize the job according to specifications and according to site engineer instructions .
Any damaged parts in any system or structure due to the work in the site , will be responsibility of contractor to redo poor workmanship without cost to IOM .
Pressure test is required and should be 1.5 times of working pressure and not less 24 hours at least and in case any pressure drop , the Contractor responsible for repairing any leakage and remedy and defect till get the system without any pressure drop .
Contractor / vendor is responsible to delivered all the works to DOW and Local authority as well as IOM Engineer.
Follow DOW and IOM site engineers instruction at all times.
All supplied materials should be new and as specified as required in BOQ ( Similar Brands origin , equal or higher quality) ). Show sample for QC engineer approval before procurement and installation
Curing for all C28 Mpa base foundation concrete works for pumps should be not less than 7 days before mounting pumps and piping .
The work will include all the required excavation, backfilling and any other required works and accessories as instructed by the site engineer work to be implemented according to specifications and according to site engineer instructions.
Any Steel work of steel structure should be painted with anti oxidized rust proof paint and 2 layers of oil paint.
Product certificates and warranties should be signed by pump manufacturers / supplier certifying accuracies under specified operating conditions and compliance with specified requirements.
Vendor provide Maintenance data for each type and size pump specified to include in the "Operating and Maintenance Manual".
Certificate of origin.( Before supplying any materials).
Submittals Required for New Pump:
Product Data : Submit manufacturer’s pump specifications, installation and startup instructions, and current accurate pump characteristic certified performance curves with selection points clearly indicated. )Before supplying any materials(.
Wiring diagrams detailing wiring for power, signal, and control systems differentiating between manufacturer-installed wiring and field-installed wiring.( Before supplying any materials).
Submit technical data information sheet to specifications ( Before supplying any materials).
All the New Pumps Should be connect to the existing Piping using the required fittings and accessories for the connection must be carbon steel along with cutting and welding works shall be processed.
All the Items mentioned below ) Pumps , valves , fittings, piping , strainer, flexible connection , expansion tank , pressure gage , …etc.( should be PN -16.
Submit work plan schedule for project activities.
Cleaning the site from any debris after complete all the work.
Submittals Required for valves:
Product Data for each valve type. Include body material, valve design, pressure and temperature classification, end connection details, seating materials, trim material and
arrangement, dimensions and required clearances, and installation instructions. Include list indicating valve and its application.
Certificate of origin.( Before supplying any materials).
Compliance sheet to specifications.( Before supplying any materials).
All the old Materials such us ( valves, pumps , accessories ..etc. ) should handover and Store in DOW Stores.
All the Electrical Works including wiring , Circuit breakers , connection , conduit , cables tray , fittings , accessories …etc. )even if it not mentioned below (, with all required works to complete and get the system working properly.
All the Electrical works should comply with International standard and Iraqi codes.
All the below items and works should be warranty one year after final handover of work to local authorities , beneficiaries and IOM .
Bill of Quantities ( BOQ)
Project Name :- Rehabilitation of Al Asakrah -AL Asriyah lifting water station - Al-S'adiya -Diyala
Project Type :- Rehabilitation
Project Locations:- Diyala-Khanaqin-Al S'adiya
Project Duration:- 45 days
General Guidelines
Technical Specifications:
Design plans and BoQ are complementary to each other, hence the contractor has the obligation to execute the tasks mentioned in either one of them. Incase BOQ and technical drawings have discrepancies. BOQ supersedes technical drawings. Follow IOM site engineers site
instruction at all times.
All the BoQ articles comprise supplying manpower, machinery, equipment, transportation all necessary requirements to get the work done properly regardless of it's mentioned in the BoQ articles or not.
All the BoQ articles must be carried out according to guidelines of Iraqi Technical Specifications with updates and instructions of IOM site engineers
All the BoQ articles comprise removing and transporting any debris or rubble to allocated disposal areas by municipality or local authority
Site Visit Is Manadetory.
IOM International Organization for Migration
2.2
Supply , Laying ,connecting and testing 6" diameter iron pipe (Sch 40) for filling system complete
with all required piping , fittings ( Elbow , Tee ,reducer ,..etc.) , supports and accessories, the work
include excavation , laying the Pipe , buried the Pipes after testing to make a line from the main
water line to the lift pumps and from the pumps to lift pipe(10 inch) , The work includes digging
with depth 100 cm & width 60 cm in the needed area , all cutting and welding works, installing the
pipe , covered with river sand then refill using clean soil , all work should be done according to the
requirements of the work and according to the direction of the supervising engineer.
*The Pipe Above Ground should be Galvanized Iron(Sch 40) with all required Support to fixing the
Pipe properly and as per DOW and site engineer's instructions.
* The Pipe below Ground Should be Ductile Iron Pipe(Sch 60).
التركيبات ، الأنابيب جميع مع كامل تعبئة لنظام (Sch 40ٍ ) بوصات 6بقطر حديدي أنبوب اختبار و وربط تركيب ، توريد
الاختبار بعد الأنابيب ودفن الأنابيب وضع ، الحفر العمل يشمل ، والملحقات الدعامات ، (إلخ ، المخفض ، المحملة ، الكوع)
سم 100 بعمق الحفر العمل يشمل ،(انج 10)الرفع انبوب الى المضخات ومن, الرفع مضخات الى الناقل الخط من خط لعمل
تعبئته يعاد ثم النهر رمل مع مغطاة ، الأنابيب وتركيب ، واللحام القطع أعمال وجميع ، المطلوبة المنطقة في سم 60 وعرض
.المشرف المهندس لتوجيهات ووفقا العمل لمتطلبات وفقا جميع عمل يتم ، نظيفة تربة باستخدام
ووفقًا صحيح بشكل الأنابيب لتثبيت المطلوبة الدعامات كل مع المجلفن الحديد من الأرض فوق الأنبوب يكون أن يجب*
.DOW و الموقع مهندس لتعليمات
.المياه دائة مواصفات وحسب الدكتايل حديد من يكون أن يجب الأرض تحت الموجود الأنبوب*
M.L 16 40 640
Supply the material and install the suitable steel-rubber ring around the hole in the pipe with all
that is required to complete the work well and according to the directions of the supervising
engineer
العمل لانجاز يتطلب ما كل مع الخزان الى الصاعد الانبوب في الموجود الثقب لسد مطاط- حديد قفيص وتنصيب تجهيز
المشرف المهندس توجيهات وحسب جيدة بصورة NO. 1 60 60
Supply and replace of gate valve with gearbox ,western made or equivalent, according to
instruction of supervisor engineer يعادله ما او غربي منشا من بوكس الكير مع انج 10 حجم بوابي gate valve نوع قفل تجهيزوتبديل
المشرف المهندس توجيهات وحسب NO. 3 150 450
3 Electrical work
3.1
Main Control Board work Supplying and installing new main electrical distribution and control
board 80 cmx100cmx 60cm depth)m & 2mm thickness, Double door, European brand floor standing,
the control board contains, adjustable main circuits breakers (MCCB) Group Schneider or ABB or
Siemens brands , to operate the Water compact 60 m3 /hr. and should contain a starter 2 nos to
operate the two pumps each one 11 kw , with required circuit brackers, lamps , busbar ,...etc. and
as following: MCCB 250A (one piece). Busbar , Digital gages multi readings.. Earth leakage , Phase
Failure Protection and Alarm System , electrical self-feeding , flash light (2 minutes) with warning
audio (one minute) , Cover all non-isolated parts by using isolated sheet lighting systems. Signal
lights, gages multi readings, ampere ,All connections needed should be by using only Bas Bar. The
price should cover all the fittings ,connections, cables , and all that required to complete the work
and operate all the parts of compact unit through main control board . getting the approval from
the DoW and Supervisor engineer.
ملم 2 بسمك و سم 60 * 100 *80(بابعاد جديدة رئيسية كهربائية سيطرة و توزيع لوحة وتنصب تجهيز
او شنايدر شركة منشا من ( MCCB ) رئيسية دورة قواطع على تحتوي البورد او الكهربائي التوزيع لوحة.
لتشغيل 2 عدد حركة بادى يتألف أن ويجب ساعة / 3 م 60االمحطة لتشغيل ، سيمينز او بي بي اي
: ادناه المكونات وحسب, الخ... ، بسبار ، المصابيح ، كيلووات 11 واحدة كل مضختين
250دورة قاطع, متعددة قراءات ذات رقمية عدادات. كامل بشكل تنصيبه مع امبير 250 دورة قاطع
مع متصل دقيقة 2 كل معدل تنبيه مصباح, كهربائية ذاتية تغذية. التنبيه و للحماية فيز منظومة, ,امبير
. عازلة اغطية باستخدام العازلة- غير الاجزاء كل الرئيسيةتغطية الدورة لقاطع متناوبة سيطرة
فقط البزبار باستخدام تكون ان يجب المطلوبة التوصيلات كل. القراءات متعددة عدادات, مفردة مصابيح
كافة مع. المشرف المهندس توجيهات حسب العمل لاكمال المطلوبة التوصيلات كل توفير تشمل الكلفة.
الوحدة اجزاء كافة تشغيل بمايضمن العمل يتطلبها التي الكهربائية الكيبلات و والملحقات الكونتكرات
من السيطرة لوحة على المصادقة يتم ان على الفنية المواصفات وحسب. السيطرة لوحة طريق عن المجمعة
المشرف المهندس توجيهات حسب و الماء مديرية قبل
NO 1 2500 2500
3.2
Supply and testing electrical Distribution transformer /outdoor ,Diyala brand(250KVA) capacity and
must be according the Iraq Technical Specifications , oil cooled ,copper winding with all required
accessories as follow:
1- two circuit breakers(LV board 2*250 A for 250 KVA Transformer with all accessories in iron
(20*60*80) cm .thickness 1.5 mm, in waterproof box,(Meters with Selector Switch) Schneider type
with bus bar.
2- set cut out fuse 11kv with bracket channel, 7 holes(1*210cm)with screws and rings and using
screws(16*250mm) to connect the transformer.
3- cables (1*95mm2) with 60 m length from the two sides the transformer and the network by using
terminals and screws.
4-copper cable (1*50)mm,10m length with two grounding rods(1.5m length X 19 mm2) for each one
with screws and belts to connect the body of the transformer from two sides to the grounding
network .
5- supply the base of the transformer by using bracket channel 2nos *210cm with screws,
6-supply bracket channel (3inch thickness*80cm length) for fixing the transformer
7-supply copper wire 50mm2 to join the transformer with cutout switch and connect it to the high
tension cable 120/20mm2 by using three copper-aluminum connected tools..
8- bracket channel, 7 holes(210cm*1nos)with screws and rings .
9- screws(16*250mm) to fix the transformer ,
10- three copper-aluminum connected tools to connect the circuit breaker with low tension network
. According to instruction of supervisor committee and standard specifications of electricity ministry.
المعلق النوع ومن العراقية القياسية الفنية للمواصفات ومطابق ديالى نوع في كي250سعة توزيع محولة وفحص تجهيز
: المحولة وتشغيل وربط لنصب المطلوبة الملحقات جميع مع. نحاس وملف زيت التبريد- , خارجيا
. مصبوغ,البازبار مع معدني صندوق داخل شنايدر نوع, امبير 250 حجم 2 عدد دورة قاطع-1
م10,(ملم150*1) قابلو-والقفايص البراغي مع سم210*1)ثقوب 7 جنل براكيت مع كف11 فيوز اوت كت سيت -2
.والبراغي الثرامل باستخدام.والشبكة المحولة جهتي لربط م60 بطول نحاس مربع ملم95*1 حجم قابلوات- 3
-المحولة جهتي لتاريض والبراغي القفيص مع م 1.5 بطول 2 عدد تاريض قضيبي مع م10 بطول ملم(50*1) نحاس قابلو-4
. البراغي مع سم(210) *2 عدد محولة ركيزة-5
. المحولة لتثبيت طول سم80 و سمك انج3 جنل - 6
.مربع ملم20/120 العالي الضغط باسلاك اوت الكت ربط ثم ومن اوت المحولةبالكت لربط مربع ملم50 نحاس اسلاك-7
والبراغي القفايص مع (210 سم*عدد1) ثقوب7 جنل براكيت- 8
. المحولة لربط ملم250*16 براغي- 9
اللجنة توجيهات بموجب ذلك ويتم الكهربائية الشبكة مع القواطع من الخارجة القابلوات لربط المنيوم-نحاس ربط معدات -10
.. الكهرباء وزارة مواصفات وحسب المشرفة NO. 1 8000 8000
3.3Supply and install voltage regulator good type size 50 kv, 3 ph, Delta Brand ( turkish Origin) or
equivalent ,the work includes all necessary fittings and connection required with warranty.
يتطلبه ما كل السعر ويشمل مايعادله او تركي دلتا نوع من الاطوار ثلاثي, اي في ك 50 حجم فولتية منظم ونصب تجهيز
.الضمان مع وغيرها توصيلات من العملNO.
13500 3500
3.4
Supplying and installing cable size (4*35)mm2 cable good quality Turkish made or equivalent to
connect between the transformer with pumps room according to instruction of supervisor engineer.
الملحقات جميع مع المضخه غرفه و, المحولة بين لربط يكافئها ما او تركي جيدة نوعية 2ملم 35*4 )كيبل ونصب تجهيز
. المشرف المهندس وتوجيهات الفنية المواصفات وحسب العمل لاتمام اللازمة M.L
17
30 510
3.5
Supplying and installing cable size (4*25mm2) good quality Turkish made or equivalent to connect
between the electrical board (inside the pump house) with the pumps according to instruction of
supervisor engineer..
جميع مع المظخات غرفه في والمضخات البورد بين لربط يكافئها ما او تركي جيدة نوعية (ملم25*4 )كيبل ونصب تجهيز
. المشرف المهندس وتوجيهات الفنية المواصفات وحسب العمل لاتمام اللازمة الملحقات M.L 10 25 250
3.6
Supply & installing of 3 LED flour sent light 20 watt with base with all requirement switch
2poles,pluge switch and using cables 2*1.5mm2 to install in the room of the pumps all the
wiring should be inside the pvc trunk with all the work requires according to instruction of
supervisor engineer..
واط مع القاعدة والسعر يشمل جميع المواد المطلوبة مع مفتاح سويج ثنائي للتشغيل 20 شمعات نيون حجم 3تجهيز ونصب
ويجب ان تكون جميع التاسيسات داخل ترنجات البلاستيكيه وكل ما 2 ملم 1.5*2بلاك سويج والكيبلات الكهربائية بحجم ,
.يتطلب لاتمام العمل وحسب توجيهات المهندس المشرف
L.S 1 95 95
3.7
Supplying and installing cable size (4*16mm2) good quality Turkish made or equivalent to connect
between transformer with electrical board inside the administration house according to instruction
of supervisor engineer..
اللازمة الملحقات جميع مع الادارة وبورد المحولة بين لربط يكافئها ما او تركي جيدة نوعية (ملم16*4 )كيبل ونصب تجهيز
. المشرف المهندس وتوجيهات الفنية المواصفات وحسب العمل لاتمام ML 12 20 240
39990Total Estimated Cost
Start Date: End Date:
Civil work
Mechanical work
Electrical work
Ahmed Aza M. Ameen
CEO
AZA for general contracting co. ltd.
Rehabilitation of Al Asakrah -AL Asriyah lifting water
station - Al-S'adiya - Diyala
Implementation Work Schedule :
Activity
Description
(Refer BOQ)
Month 1 Month 2
week 1 week 2 week 3 week 4 week 1 week 2
1Page 1of
4200085084Purchase Requisition
Mohammed ALJBURIRequisitioner: May 30, 2021Date Prepared:
Department: Aug 15, 2021Date Needed:
ErbilMission: Baghdad, IRAQDelivery Location:
Rehabilitation of Al Asakrah -AL Asriyah lifting water station - Al-S'adiya -DiyalaJustification: Beneficiary Use/AssistanceUsage:
Material Description / Item Text WBS Asset IOM Usage Quantity Unit Price in USD Sub-total Price in USD
8000000027 Public infrastructure (Service)
Rehabilitation of Al Asakrah -AL Asriyah lifting water station - Al-S'adiya -Diyala
CS.1032.IQ10.82.10.001 (100.00 %) Beneficiary Use/Assist 1 EA 38,545.00 38,545.00
Total: USD 38,545.00
Indicative Equivalent in USD 38,545.00
Signatories:
Procurement Kameran DALLOO National Logistics & Procurement Officer May 30, 2021 3:32:37 PM
Needs Confirmation Valentina BACCHIN Senior Programme Coordinator Jun 1, 2021 4:17:42 PM
Budget Confirmation Thanujah MUHUNTHAN Resource Management Officer Jun 1, 2021 9:09:09 PM
Budget Confirmation Suzana ZAKOVSKA Senior Resources Management Officer Jun 2, 2021 6:27:58 AM
Final Approval ci SIMOJOKI Head, Community Stabilization Unit (CSU) Jun 2, 2021 9:53:53 AM
https://gvaprismprd04.iom.int:50001/sap/bc/ui5_ui5/ui2/ushell/shells/abap/fiorilaunchpad.html#ZMMPR_PRA-display&/HeaderSet/4200085084