Project Kickoff Presentation water treatment plant.pptx

Project Kickoff Presentation

1. Let’s set our project up for success Project Kickoff Meeting

2. 01 02 03 04 Project Overview Project Contractual Documents Projec t Location Masterplan Brief About the Contractor Organization Chart 05 Agenda Preliminary Mobilization Work Breakdown Structure layout SOW Milestones Milestones Timeline Management Plans 06 07 08 09 10

3. AL-Qulaibah Construction Project Water Treatment Plant Presented By : Ahmed Said July 13, 2024 Contractor Rep. water changes everything Project Overview 01

4. AL QULAIBAH WATER TREATMENT PLANT LOCATION ALQULAIBAH, TABUK, KSA OBJECTIVE Establishment of a new construction project as a water treatment plant utilizing two techniques, In the first stage, the radiated water from the well would pass through the ultra-filtration UF to be clear, in the second stage, the filtered water would be partially desalinated to produced as an unbottled drinking water in capacity of 1000 CMD. KEY HIGHLIGHTS PROCESS UF+NF ULTRA-FILTRATION AND NANO-FILTRATION COST 34 M SR TIME 36 MONTHS FROM 10/06/2024 TO 09/06/2027 CONTRACTOR WABRA Co. CONSULTANT FUTURE Co. PROJECT: CONSTRUCTION PRODUCTIVITY: 1000 CMD QUALITY: UNBOTLED DRINKING WATER Project Overview 01

5. Item Description Contractor Name Wabra Contracting Co. Consultant Name Future Consultant Co. Project PO No. 601240064 Project Name Construction of Al-Qulaibah Water Treatment Plant Project at Tabuk Capacity 1000 m³/day Project Cost 34,347,000. SAR Project Start Date 10-06-2024 Project Finish Date 9-06-2027 Project Duration 36 Months (1094 Days) Project Duration working days 889 day Project Site Hand Over 09-06-2027 Project location Al Qulaibah - Tabuk 01 Project Overview

6. 02 Project Contractual Documents: P.O

7. 02 Project Contractual Documents: Contract

8. 02 Project Contractual Documents: Site Delivery

9. 03 Project Location Masterplan Project Site Blue Square is the water treatment plant Red Square is the evaporation ponds layout Alqulaibah, Tabuk Area, KSA

10. About About WABRA contractor www.wabra.com.sa Wabra Water Works WABRA Brief About the Contractor 04

11. About Us Wabra Water Works Wabra Contracting Company was established in Riyadh in 1997. We have teams of experts in all water solutions, including desalination, purification, sanitary, industrial, and chemical treatment according to the internationally approved engineering models with Saudi quality specifications. Brief About the Contractor 04

12. Our Vission Wabra Water Works We are working to keep pace with Saudi Arabia's Vision 2030, which outlines our responsibility to prioritize community engagement. Therefore, we are doing our best to have an unprecedented impact on the accuracy of studies and technical development in implementation and compete globally to innovate sustainable solutions for water and environmental resources and reduce waste. Brief About the Contractor 04

13. PROJECT MINISTRY BUDGET LOCATION 3000 CMD STP FINANCE 15.4 M SR SALWA PORT 1500 CMD WTP + 1500 CMD STP DEFENCE 13.2 M SR ZAHRAN 36 AKU WTPS HEALTH 4.9 M SR RIYADH STP HEALTH 2.5 M SR SAMTA HOSPITAL 5 RO WTP GACA 2.3 M SR 5 ROYAL TERMINALS IN RIYADH-JEDDAH-TABUK-ALWADJIH-NEOM REHABILITATION FOR WTPS DEFENCE 2.9 M SR ALTHOQBA-ZAHRAN SOME OF OUR PROJECTS STP: SEWAGE TREATMENT PLANT RO WTP: WATER TREATMENT PLANT REVERSE OSMOSIS AKU: ARTIFICIAL KIDNEY UNITS Brief About the Contractor 04

14. MEDICAL SECTOR Hatim Saad WORKSHOP SUPERVISOR Tamer Esam RIYADH SITES DAMMAM SALES plumbing dept. 12 technicians transportation dept. 2 labors welding dept. 3 technicians electricity dept. 9 electricians Nawaf Al Jaser CEO Ibrahim Haroon Abdulaziz Al Jaser CHAIRMAN Adel Alamniea ADMINISTRATION AFFAIRS Ahmed Alramahi SALES MANAGER Hassan Abo Ali WATER-PMO Salah Abdulali TELECOM-PMO Abobakr Fagiry CFO SECRETARY Omar Al Jaser ASSIS. SALES MANAGER Mohamed Hakim RIYADH SALES Mohamed Bahjri JEDDAH SALES Abdullah Refaat SALES ENGINEER Walid Zakaria PURCHASER Saeed Al Qahtani PUBLIC RELATIONS Abdulkarim Al Jaser ADMIN. CLERK Ahmed Alkordy LEGAL AFFAIRS Walid Abdulafattah CHIEF ACCOUNTANT Mohamed Abdullah CHIEF ACCOUNTANT Bahaaldin FOREIGN PURSHASER Fouad Othman STORE WAREHOUSE Mohanad ACCOUNTANT Emam INTERNAL PURSHASER Ali Mablol Anwar Amin GEDDAH SITES ABID CAD DESIGNER TAWQEER CAD DESIGNER Ahmed PURSHASER Nassim SUPERVISOR Jamshid SUPERVISOR Saeed LABOR Bijoy LABOR Diaa LABOR sijjad safwat nadi SUPEISOR LABOR LABOR Mohamed Surory CHEMIST Ahmed Said ELECTRICAL ENG Mohamed Ziky MECHANICAL ENG Hassan Mostafa Organization Chart 05

15. Project Manager Ahmed Said Electrical Engineer Mohamed Zeky Mechanical Engineer Hassan Mostafa Civil Engineer Planner Ahmed Salah Projects Manager Hassan Aboali HSE Mohamed Salah Civil Engineer Ahmed Abdelazim Preliminary Mobilization Project Team 06

16. Preliminary Mobilization Offices & Store Layout 06

17. Work Breakdown Structure 07

18. Milestones Milestones 1- Raw Water Tanks 9- Guard House 2- Treatment Building 10- Solid Waste Building 3- Filtered Water Tank 11- Secico Room 4- Mix tank 12- SCADA and Control System 5- Product Water Tanks 13- Plant site works foundation works 6- Product Pump Station 14- Wastewater transmission Pipelines 7- Waste Water Tank 15- Evaporation Ponds Works 8- Workshop and Chemical Store building 16- Test & Commissioning Project Milestones 08

19. Project Milestones 08 1- RAW WATER TANKS

20. Project Milestones 08 2- TREATMENT BUILDING

21. Project Milestones 08 2- TREATMENT BUILDING Plant Flow Daigram

22. نم 1 ةحفصلا 25 – Project Milestones 08 2- TREATMENT BUILDING Unbottled water characteristics MEWA

23. CERAFILTEC Germany GmbH | Quellenstr. 14 | 66121 Saarbruecken | Germany | Tel. [phone] | email: germany@cerafiltec.com | web: www.cerafiltec.com ® AT CLT C-UF 2+1 HMO (shock) FP BWP SP WDP CP BL FWT Aeration Tower Chlorination Tank Ceramic Ultra Filtration 2 Train(s) duty & 1 Train stand-by Hydrous Manganese Oxide Filtration Pump Backwash Pump Sprinkler Pump Waste Discharge Pump Circulation Pump Blower Filtered Water Tank CCT BWWT Chemical Cleaning Tank Backwash Waste Tank Raw Water Lines Filtered Water Lines Backwash & Sprinkler Lines Chlorination Lines Blower Lines Waste Discharge Lines HMO Injection Lines pH Adjustment Lines Service Water Lines Chemical Circulation Lines Project Information Name Application Client/Partner Client/Partner Contact 30104 NWC Riyadh Groundwater with HMO Wabra/Juffali Esam Shaban Page 1/1 Design Information Version Revision Date Compiled by 2024-012 A June-07 2024 KG Raw water pumped from well field(s) to CT and collected into CLT; Injection of Chlorine into CLT inlet for chemical oxidation of Fe & Mn and disinfection; Gravity flow of stored water from CLT to C-UF; Injection of Acid into CLT outlet for pH adjustment; HMO dosage into inlet of C-UF trains; Filtration by C-UF for Fe, Mn, Ra removal; Filtered water of C-UF to be transferred to FWT; BWP & SP and BL to be used for removal of formed Cake Layer on ceramic membrane surface; Chemicals to be manually injected into C-UF; CIP execution through FP; C-UF waste to be discharged by gravity flow into BWWT and from there to be discharge via WDP Process Flow Diagram 1. Legend 2. General Process Description Raw Water AT CLT BWWT C-UF 2+1 BL FP SP BWP WDP HMO FWT Chlorine Acid To RO Waste Discharge CERAFILTEC Germany GmbH | Quellenstr. 14 | 66121 Saarbruecken | Germany | Tel. [phone] | email: germany@cerafiltec.com | web: www.cerafiltec.com ® Parameter Fe [ppm] Mn [ppm] pH [---] Free Chlorine [ppm] TDS [ppm] T.H. CaCO 3 [ppm] Silica [ppm] Total Ra [pCi/L] Total Ra Ads. [pCi/L] Total Ra Ads. [%] Total Ra Removal [%] Raw Water Flow [m³/d] HMO Flow [m³/d] Total Flow [m³/d] Recovery Rate [%] 2. Comments 1. Mass Balance Calculation for Ceramic UF related parameters 1 Raw Water 0.05 0.05 6.86 0.00 255.75 144.00 16.10 125.68 0.00 0.00 0.00 1,737.81 --- 1,737.81 2 Inlet Ceramic UF 0.05 0.05 7.50 0.50 255.75 144.00 16.10 125.68 0.47 0.37 0.00 1,737.81 1.05 1,738.86 3 Filtered Water 0.020 0.020 7.60 0.30 255.75 144.00 16.10 13.00 112.68 89.66 89.66 --- --- 1,722.00 4 Waste Discharge 3.09 272.33 --- --- 255.75 144.00 16.10 11,614.91 --- --- --- --- --- 16.86 Project Information Name Application Client/Partner Client/Partner Contact 30104 NWC Riyadh Groundwater with HMO Wabra/Juffali Esam Shaban A Considers raw water Mn only without HMO-Mn dosage; B Considers total Mn (raw water Mn and HMO-Mn); * Adsorption performance due to raw water parameters; ** Total adsorption performance including HMO process; Gap between ** and * is total adsorption performance of HMO only; Recovery Rate considers Ceramic Filtration Process only. Page 1/1 99.0305 Design Information Version Revision Date Compiled by 2024-012 A June-07 2024 KG Mass Balance Calculation Raw Water Pre-Treatment HMO Ceramic UF Backwash Waste Waste Discharge Filtered Water (Product) 1 2 4 3 ** ** A A B B Project Milestones 08 2- TREATMENT BUILDING Ultr-Filtration UF Flow Daigram

24. Filtration pressure on feed side (membrane outside) Compression of formed cake layer leads to high pressure losses High feed pressure can lead to passing of deformable contents, like TEP which decrease filtered water quality High power consumption High cleaning efforts Filtration pressure on filtered water side (membrane inside) Formed cake layer at ambient pressure - no compression High flux operation at very low pressure Low power consumption Easy to clean Feed pressure Avg. TMP 0.3 - 0.5 bar Ambient pressure Avg. TMP 0.15 bar TMP = Transmembrane pressure ~ power consumption How It Works Novel Double Line Sprinkler Active Cake Layer Filtration (ACLF) Single ceramic plate with filter active layer on the outside of the membrane. Suspended solids are rejected on the membrane surface and forming a cake layer while clean water is passing through the membrane body and is collected at both end caps. The integrated sprinkler system is used as water jet to enhance the removal of cake layers during on-air backwash. At lower flow rates, the sprinkler can also be used for an efficient chemical cleaning by spraying concentrated chemicals over the ceramic flat sheet membrane surface (on-air cleaning). Due to the capillary force of the membrane pores, the chemicals are sucked into the membrane (CapClean mode). Sprinkler mode as mechanical cleaning with a spray flow up to 20 m³/hr @ 2 bar CapClean mode as chemical cleaning with a spray flow up to 8 m³/hr @ 1 bar The module is designed as submerged solution with an out-to-in filtration process. It allows a targeted formation of a cake layer on the ceramic surface, contrary to pressurized membrane filtration solutions in which a cake layer formation needs to be avoided. The cake layer can be used as additional filter barrier for enhanced removal of very small particles and colloidal fractions. Sorption and catalytic processes inside the cake layer enable the selective removal of dissolved contents, like radium, uranium, arsenic or organics. The formed cake layer can function as protective coating to minimize biofouling or scaling. An improved filtered water quality can be achieved. Reversed flow direction to filtration. A very small amount of filtered water is used to backwash the membrane. Within seconds, the formed cake layer comes off in flakes. Air-scouring can enhance the cake layer removal. Sprinkler mode CapClean mode OUT-TO-IN FILTRATION IN-TO-OUT BACKWASH More details More details More details PRESSURIZED MEMBRANE FILTRATION CAKE LAYER FILTRATION WITH CERAMIC FLAT MEMBRANES Outside Compressed cake layer Coating Substrate Inside Outside Alluvial cake layer Coating Substrate Inside Ceramic Filtration Technology - more than ultrafiltration Water We Clean Product Design Concept Membrane coating on the outside of the ceramic plate 0.05 - 0.5 micron Multi tower configuration Most compact and flexible installation due to frameless design concept Membrane body (substrate) with very large pore size 2 - 8 micron Single ceramic plate Double side filtered water outlet for high flux operation Single filtration tower exploded Fully made of glass fiber reinforced resin without any steel parts Single filtration tower assembled with 5 modules, header and base sets Filtration module with 6.0 m² Multi ceramic plate configuration with exchangeable single ceramic plates and internal filtered water piping Seawater Groundwater Municipal sewage Surface water Industrial sewage Industrial waters More details More details ® ® Project Milestones 08 2- TREATMENT BUILDING Ultr -Filtration UF Methodology

25. Project Milestones 08 2- TREATMENT BUILDING Nano-Filtration NF Flow Daigram

26. 3- FILTERED WATER TANK Project Milestones 08

27. 4- MIX TANK Project Milestones 08

28. 5- PRODUCT WATER TANKS Project Milestones 08

29. 6- PRODUCT PUMP STATION Project Milestones 08

30. 7-WASTEWATER TANK Project Milestones 08

31. 8- WORKSHOP AND CHEMICAL STORE BUILDING Project Milestones 08

32. 9-GUARD HOUSE Project Milestones 08

33. 10- SOLID WASTE BUILDING Project Milestones 08

34. 11- SECICO ROOM Project Milestones 08

35. Project Milestones 08 12- SCADA

36. 13- Plant Site Project Milestones 08

37. 1- 300 m, 100 mm uPVC pipes NF+UF drain 2- 150 m, 500 mm GRP pipes rain 3- 27 m, 100 mm uPVC pipes HDD 4- 10 m, 500 mm GRP pipes HDD Project Milestones 08 14- WASTEWATER TRANSMISSION PIPELINES

38. Project Milestones 08 15- EVAPORATION PONDS Works

39. ● Continuously updates the T&C Plan and T&C Method Statement during the construction stage, for instance, incorporating the implemented approved variations Accordingly. ● Complete preparatory works for the T&C process. Preparatory work shall include the following: ○ Signing off of all Electro-mechanical installations. ○ Labelling and tagging for all electro-mechanical installations. ○ Preparing Lock-out and tag-out and any other HSE procedures and measures. ○ Preparing all required calculations proving the resiliency and correctness of the installation submitted and approved by the Supervision Consultant and NWC Project Manager. ● Prepare all documentation and studies that are required for completion of the T&C process. These documents include but are not limited: ○ Control System Data Point Schedule, Sequence of Operation, Process and Instrumentation Diagram (PID), Control Block Diagram, and Control Set Points. ○ Evacuation Plan. ○ As-Built Drawings. ○ Manufactures / Vendor contact list. ○ O&M manuals ○ Technical Data Sheets, Catalogs, etc. ○ Warranty certificates of equipment. ○ Calibration certifications. ○ GIS data (If required). ○ HAZOP and CHAZOP studies. ○ Short circuit analysis (a power study). ○ Coordination of Current Protective Devices (a power study). ○ Arc Flash Study (a power study). ● Update the OPR and RTM during the course of the construction stage up to the Handover and Closeout stage to incorporate T&C requirements that were identified during the: ○ shop drawing development. ○ equipment selection. ○ development of the Systems Sequence of Operation. ○ approved variations implementation. ● At the end of the construction stage, ensure availability at the site of all resources that are stated in the T&C Plan and T&C Method Statement to perform the T&C activities such as potable water, drainage system, and permanent/stable power. ● Use (PMF-008-SCO-041 Project Testing & Commissioning Guideline) as a guideline during the Construction Stage. Project Milestones 08 16- TEST AND COMMISSIONING

40. Milestones 1st 6 months 2nd 6 months 3rd 6 months 4th 6 months 5th 6 months 6th 6 months Plant site preparation Evaporation ponds site preparation GLS feed tanks GLS filtered tank Gls product tanks Concrete mix tank Concrete waste tank Treatment bd Product pump station 09 Project Milestone Timeline

41. Tasks 1st 6 months 2nd 6 months 3rd 6 months 4th 6 months 5th 6 months 6th 6 months Workshop & store bd Guard room Solid waste bd Sec. room SCADA works Waste piping lines Test&commissioning 09 Project Milestone Timeline

42. All procedures/manuals will be as per PMM Verification of design/surveying, etc… and comments if any Monitoring of execution work Updated plan and schedule Work Breakdown Structure Process and Records of acceptance and handover Developments of the construction schedule Management of the execution team Stakeholders’ identification HSE plan engagement Procurement and stacking management 10 1- Construction Management Plan Management Plans

43. HSE and Traffic Management Plan Risk Assessments Permit to Work and Method of Statements as per Activities Safety Induction for All Employees Specific Safety Training for all Critical Activities Weekly Toolbox Meetings Weekly and Monthly HSE Statistics Reports Safety Violation and Disciplinary Action Procedure and Record PPE’s Issuance Record HSE Incentive Program Site Emergency and Response Plan 10 2- HSE Management Plan Management Plans 10 Management Plans

44. 01 02 03 04 05 Business Partners Technology Human Environmental Financial 10 3- Risk Prompt Management Plans 10 Management Plans

45. Contents: Part I - Objective Part II – QualityManagement Procedure 10 4- Quality Management Plan Management Plans 10 Management Plans Part I - Objective This Quality Management Plan aims to ensure that all on-site or off-site construction activities are performed under strict conformance with the approved contract requirements and specifications and construction drawings. The contents specified in this Quality Management Plan become the mandatory and specific tools for achieving good quality for each related activity. All designated personnel executing or performing on this project are committed and bound to comply with this Quality Management Plan for the achievement and success of the project.

46. 10 Management Plans 10 Management Plans Part II – Quality Management Procedures A. Site Quality Management A-1 Materials Management Includes materials submittal, approval, delivery, handling & storage A-2 Site Management Includes approved MS, ITP, detection of existing embedded utilities & permits A-2-1 Installation Works Management Pre-start installation briefing or coordination meeting with the presence of the client’s A-3 Quality Testing Management Approval of Third Party Testing Laboratory or Independent Testing Laboratory (ITL) A-3-1 Quality Testing Sampling Executing testing activities for all works requiring tests from the approved lab Tests 4- Quality Management Plan

47. A-3-2 Measuring and Testing Equipment Includes valid calibration certificates for all instruments & or equipment to be used Re-calibration of all instruments & or equipment that are due for re-calibration before use A-4 Subcontractor Management Selection, submittal, and approval for a proposed subcontractor for a particular activity before starting their works A-5 Mock-up Sample Management To be constructed as per requirement and by the contract specifications. 10 Management Plans 10 Management Plans Part II – Quality Management Procedures A. Site Quality Management 4- Quality Management Plan

48. A-6 Temporary Works Management It will be constructed upon completion of embedded utilities detection activities and coordination with the client’s representative Temporary works shall be checked & constructed by a competent contractor’s personnel headed by the temporary work supervisor All temporary works will not be used for any other purposes than that for which they were intended and they shall not be used for other purposes without approval from the client’s representative A-7 Notification Management Work Inspection Request (WIR) and Materials Inspection Request (MIR) will be submitted to the client’s representative 24 hours in advance before the date & time of inspection To verbally notify the client’s representative at least 24 hours in advance for activities that require inspection To notify or inform the client’s representative for all activities (either on-site or off-site & subcontractor) that require changes Request for Information (RFI) shall accomplished and submitted for review & approval 10 Management Plans 10 Management Plans Part II – Quality Management Procedures 4- Quality Management Plan

49. A-8 Protection of Works Management Providing adequate protection for all existing structures or utilities and for all ongoing activities Properly securing and protecting all constructed and ongoing activities during hot weather and other uncontrollable weather conditions that may arise A-9 Cleaning of Works Management Regular cleaning operations shall be performed and they shall be monitored by assigned safety personnel Debris, waste, and rubbish materials shall be collected and transported to the designated area allocated by the client’s representative according to schedule provided by the safety personnel A-10 Non-Conformance Report Management Refers to the issuance of non-conformance reports for all activities either on-site or off-site that are not complying the contract requirements or specifications A non-conformance Report (NCR) can be issued both by the authorized contractor and the client’s representative Issued Non-conformance Report (NCR) shall be closed within the specified period and it shall be closed through acceptable and specific corrective and preventive measures 10 Management Plans 10 Management Plans Part II – Quality Management Procedures 4- Quality Management Plan

50. Part II – Quality Management Procedures B. Records Management Maintaining quality control records using registering of all out-going or in-coming documents including drawings, updating registers, protection of records, proper identification, retrieval of records, disposition, proper filing and storage The designated document controller has the full responsibility for maintaining document records with the supervision and monitoring of the assigned quality control manager C. Document and Change Records Management Refers to all documents in relation to executed or to be executed changes either in drawings, contractual requirements or specifications 10 Management Plans 10 Management Plans D. Surveillance & Periodical Audit Management A surveillance audit shall be conducted to ensure that all records or documents being used are still up to date and the materials/items which are being used are still in accordance or compliance with the relevant project specification requirements A scheduled Periodical audit by the Client’s representative shall be conducted to verify that the quality assurance objectives are being met and the arrangements for quality control of the works are ineffective 4- Quality Management Plan

51. Part II – Quality Management Procedures E. Trainings, Competency and Awareness Training shall be conducted for all personnel involved to give more detailed information in performing their respective task or responsibilities concerning quality and safety to each attendee of the training to be conducted Types of training to be conducted or to be identified and performed will depend on the previous training records of the project personnel involved in order to achieve the required level of competency 10 Management Plans 10 Management Plans 4- Quality Management Plan

52. Email [email protected] Website www.wabra.com.sa Call us 059 519 6129 Thank you