05 ok CW2C QUALITY CONTROL PLAN

CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 Package 7: chainage from 0+000 to TECHNICAL PROPOSAL CONTRACT PACKAGE NH91-1 FOR: CONSTRUCTION OF TRA NOC BRIDGE (KM8+706 OF NH91) ; SANG TRANG BRIDGE_(KM10+800) SANG TRANG BRIDGE_(KM11+997) PART …… QUALITY ASSURANCE SYSTEMQuality Assurance System 1/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE1/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 Package 7: chainage from 0+000 to IDA CREDIT NO 4306-VN ICB NO: NH91/PMU-1 MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT COMPONENT A: NATIONAL HIGHWAY CORRIDORS COMPONENT A1: NATIONAL HIGHWAY CORRIDORS IMPROVEMENTS 2/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE2/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 Package 7: chainage from 0+000 to Copy No.: _ Quality Assurance System for PACKAGE – Construction of Road and Bridges from Km 0+000 to Km 2+000 NORTH SOUTH EXPRESSWAY CONSTRUCTION Project ODA Loan No: VN10-P7 Procurement of : Civil Works Hanoi, May 2012 JOIN OPERATION VINAWACO AND PHUONG THANH TRANCONSIN 3/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE3/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 Package 7: chainage from 0+000 to TABLE OF CONTENTS INDEX SECTION PAGE PURPOSE SCOPE OF THE PROJECT 2 CONTRACT IMPLEMENTATION PERIOD PROJECT DESCRIPTION QUALITY ASSURANCE SYSTEM 3.1 Management Responsibility 3.1.1 Quality Target 3.1.2 Project Site Organization 3.1.3 Responsibility and Authority 3.1.4 Project Management Review 3.1.5 Management Verification 3.1.6 Verification and Quality Functions 3.2 Quality Assurance System 3.2.1 Structure of Documention 3.2.2 Project Quality Assurance Plan 3.2.3 Project Quality Control Plan 4/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE4/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 3.3 Document and Data Control 3.3.1 Document and Data Control 11 3.3.2 Control of Quality Records 13 3.4 Design Control 3.5 Purchasing 3.6 Package 7: chainage from 0+000 to 15 3.5.1 Evaluation of Sub – Contractors 15 3.5.2 Purchasing Document 16 3.5.3 Verfication of Purchased Product 16 Project Execution Processes and Controls 3.6.1 Contract Review 17 3.6.2 Contract Variation 17 3.6.3 Control of Customer – Supplied Product 17 3.6.4 Product Identification and Traceability 17 3.6.5 Site Management Review and Instructions 18 3.6.6 Control of Submittals 20 3.6.7 Safety and House Keeping 20 3.6.8 Control of Inspection, Measuring and Test Equipment 3.6.9 Inspection and Testing 20 21 3.6.10 Inspection and Test Status 23 3.6.11 Control of Noncomforming Product 23 3.6.12 Corrective and Preventive Action 23 3.6.13 Handling, Storage, Packaging, Preservation and Delivery 24 5/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE5/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 Package 7: chainage from 0+000 to 3.6.14 Statistical Techniques 24 3.7 Internal Quality Audit 25 3.8 Training 25 3.9 Servicing 25 6/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE6/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 Package 7: chainage from 0+000 to PURPOSE SCOPE OF THE PROJECT Package Package CW2C Description Lead Financier Interconnecting road south, km 18 + 200 – km ADB 23 + 450, * The above packaging is provisional and may be subject to change Road Cross Section 7/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE7/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 8/ 43 Technical Schedule Package 7: chainage from 0+000 to PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE8/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 Bridge List PackagNo Name e 2C 19 Song (L) Song (R) 20 Rach 21 Kenh Package 7: chainage from 0+000 to Station Lengt Span h (m) Lap Vo Km 610.2 2T40+T30+T40+2 18+614.20 x T28+(47+72+47) +6 T40 Lap Vo Km 610.2 4T40+2xT28+(47 18+614.20 +7 2+47)+T30+6T41 Lap Vo Km 34.1 1xS24 19+730.0 Rach Km 21+435 34.1 1xS24 22 Rach Ong Hanh Km 22+035 26.5 1xS21 23 Rach Xep Cut Km 53.55 2xS24 23+248.36 Substructu Length re of pile (m) Bored pile 54 & D1.0&1.5m 51 Bored pile D1.0m Driven pile 45x45cm 66 Driven pile 45x45cm 46 Bored pile D1.0m 50 46 The project, from Km 7+000 to Km 14+000, covers a part of NH91, approximately 7km long, which starts at km 7+000 (Can Tho port) and ends at km 14+000 (NH.91B intersection), Can Tho city Location: bridge include two new cells The with of each cell is 15m One of the two new cells is placed beside old one Old cell is used for traffic maintaince and removed when this new cell is completed After that, the remain cell is contructed  Tra Noc Bridge (Km 8+706): - Clearance: BxH = 25x4.0 m - Span structure: 5x33m, length = 171.14 m - Beam: Prestressed concrete beam 40 Mpa, I shape, beam height = 1,65m, distance between the beams are 2,2 m - Abutment: U shape, reinforced concrete, 30 Mpa Using drilled pile foundation (6 piles 30 Mpa, diameter = 1200 mm, length = 65 m) 9/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE9/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 Package 7: chainage from 0+000 to - Pier: pile pire, reinforced concrete, 30 Mpa Using drilled pile foundation (6 piles 30 Mpa, diameter = 1200 mm, length = 65m) for T1 and T4 piers Using drilled pile foundation (9 piles 30 Mpa, diameter = 1200 mm, length = 65m) for T2 and T3 piers - Approach roads: Using concrete slab combine to barrier after the abutments M1 and M2 (15 m at abutment M1 and 20 m at abutment M2) Concrete slab is made of 30 Mpa concrete and 40 cm thickness The poor concrete under the concrete slab is made of Mpa conrete and cm thickness Using pile foundation for The concrete slab (400x400 mm dimension, 30 Mpa, 42 m length at M1 abutment and 38 m length at M2 abutment) - Farmer road: pavement with is m for road behind M1 abutment and m for road behing M2 abutment Pavement structure includes 20 cm concrete pavement and 15 cm subbase  Sang Trang Bridge (Km 10+800): - Clearance: BxH = 10x2.0 m - Span structure: 3x20.7m, length = 71.16 m - Beam: Prestressed concrete beam 40 Mpa, I shape, beam height = 1,2m, distance between the beams are 2,2 m - Abutment: U shape, reinforced concrete, 30 Mpa Using drilled pile foundation (5 piles 30 Mpa, diameter = 1200 mm, length = 70 m) - Approach roads: Using concrete slab (15 m at each abutment) Concrete slab is made of 30 Mpa concrete and 40 cm thickness The poor concrete under the concrete slab is made of Mpa conrete and cm thickness Using pile foundation for The concrete slab (400x400 mm dimension, 30 Mpa, 42 m length at M1 abutment and 38 m length at M2 abutment) - Sand drain: Using sand drain for unstabiltity settlement sections Diameter of sand drain is 40 cm Distance between sand drains is 1.5 m - Farmer road: pavement with is m Pavement structure includes 20 cm concrete pavement and 15 cm subbase  Sang Trang Bridge (Km 11+999): 10/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE10/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page 10 of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 3.4 Package 7: chainage from 0+000 to Design Control Not applicable to this Project 3.5 Purchasing Purchasing of the following products which directly affect the quality of this Project shall be properly controlled from selection of Sub-Contractors / Vendors to verification of products - Materials * Reinforcing bar * Portland cement * Concrete aggregate * Post Tensioning Material * Filling Material * Boulder * Gabion net * Geotextile * Handrail * Asphalt Concrete Pavement Material * Other materials specified in the Project Quality Control Plan - Services * Geometrical Survey * Bored piling * Ordinary RC structural work * Pre-stressing concrete work * * Revetment work * Road work * Earth Work * Leasing of machinery/equipment * Other works specified in the Project Quality Control Plan 3.5.1 Evaluation of Sub-Contractors (1) Evaluation & Selection Sub-Contractor/Vendor shall be evaluated and selected on the basis of capability, track record and quality system The respective Construction Manager/person in-charge of the section together with the Project Quality Assurance Manager are responsible to evaluate the sub-contractor / vendor Evaluation/Section shall write to list of the Project Quality Assurance Plan to be used (2) Approval The Sub-Contractor / Vendor shall be approved by the Project Manager and where specified by the customer (3) Assessment 29/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE29/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page 29 of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 Package 7: chainage from 0+000 to The respective Construction Manager/person in-charge of the section together with the Project Quality Assurance Manager have responsibility and authority to assess the Sub-Contractor/Vendor conformance of work to specified requirements according to the Purchasing Document (4) Quality Records The evaluation/selection and assessment controlled as the Quality Records 30/ 43 Technical Schedule records shall be PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE30/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page 30 of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 3.5.2 Package 7: chainage from 0+000 to Purchasing Document (1) Documentation and Flow Chart of Purchasing The Construction Manager/the Office Manager has responsibility and authority to prepare Purchasing Document for materials, services and Sub-Contract Works The Purchaser will provide Material Order Sheet in case the supplier requires it Typical purchasing documents used in this Project are defined in the Project Quality Assurance Plan (2) Review/Approval The Agreement shall be reviewed by Deputy Project Manager No2 and approved by the Project Manager prior to release (3) Filing The purchaser is responsible to file and keep the Purchasing Documents 3.5.3 Verification of Purchased Product Procedures for verification / inspection of Purchased Product are defined in the Project Quality Assurance Plan 31/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE31/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page 31 of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 3.6 Package 7: chainage from 0+000 to Project Execution Processes and Controls 3.6.1 Contract Review The Project Manager shall advise of any discrepancies or outstanding requirements identified during review of documents issued to commence contraction Detail of such reviews (correspondence, minutes etc.) shall be maintained Should amendments, changes or variations be proposed during the execution of the Project, the Project Manager shall initiate their internal review prior to acceptance to ensure that : (a) The requirements are adequately defined and documented (b) the Bidder has the capability to meet the changed contractual requirements (c) The Changes are reflected in programme, quality and financial agreements The Project Manager, where required, may make changes to the Project Quality Assurance Plan These changes shall be immediately implemented as directed by the Project Manager 3.6.2 Contract Variation (1) During the progress of the Project, the Project Manager is responsible to review the Client requirements such as Variation Order, Inspection and complaint (2) Any discrepancies or disputable issues relating to contractual and technical matters shall be highlighted to the Client for clarification and solution (3) Upon completion of the review, the Project Manager shall sign and date the variation, and ensure distribution of the amendment to all concerned parties (4) Where no written statement of requirement is available for an order received by verbal means, the Project Manager shall confirm in writing to the Client within the prescribed time or as otherwise agreed 32/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE32/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page 32 of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 Package 7: chainage from 0+000 to 3.6.3 Control of Customer-Supplied Product (1) Customer-supplied product/service for incorporation in this Project is as follows : - Construction Material (Not applicable to this Project) - Information Data / Drawing (Contract documents and Drawings as per customers design criteria.) - Nominated Sub-Contractor * Not applicable to this Project 3.6.4 Product Identification and Trace ability (1) The following products or parts of the construction/installation work in this Project shall be clearly identified by suitable means - Internally Generated Document * Method Statement / Design Calculation * Shop/Working drawing * Temporary Work Drawing - Construction Material * Reinforcing Steel Bars * Concrete aggregate * Portland cement * PC strand and Anchoring accessories (2) Internally Generated Document The project name shall be indicated by means of the letterhead, together where necessary, with an document number, contract number and reference including a title block identifying revision status, description, dates and signatures of personnel verifying preparation, checking, approval and endorsement (3) Construction Material The following identification and traceability records shall be kept by the person in charge of the inspection and testing The person in charge is defined in the Project Quality Control Plan 33/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE33/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page 33 of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 Package 7: chainage from 0+000 to > Refer to clause 3.6.9 "Inspection and Testing" (4) a) Reinforcing Bars A Purchase Order shall be prepared based on the shop drawing/bending schedule for each delivery Usage of material shall be recorded on the Material Record and kept together with a mill certificate by the purchaser Reinforcing bars shall be tagged to enable reference to the delivery order sheet and/or mill certificate b) Portland Cement Usage of material shall be recorded on the Material Record Product Test and Certification Product tests and certification records shall be maintained in the Project QA filing system to demonstrate conformance to the contract specification 3.6.5 Site Management Review and Instructions During the progress of the Project, the following site management review and meeting shall be held periodically to monitor that processes are carried out under controlled conditions (1) Budget Review a) The Project Manager is responsible to review the Project execution budget annually or shorter period and he shall report to the head office b) Records shall be filed and kept by the Project Manager (2) Monthly Report to theheadthe head office a) The Quantity Surveyor is responsible to prepare the monthly report showing the progress and forecast of the Project b) The monthly report shall be reviewed by Deputy Project Manager and approved by the Project Manager prior to report to theheadthe head office 34/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE34/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page 34 of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 Package 7: chainage from 0+000 to c) Record shall be filed and kept by the Quantity Surveyor and Project Manager (1) Monthly Report to Customer The Deputy Project Manager No1 shall prepare the monthly progress report showing the progress of the project and major achievement made in preceding month (4) Monthly Meeting With the Customer a) Meeting shall be held with the Customer's Officer/his representatives and the Project Manager/his representatives to achieve common understanding of the requirements and to resolve discrepancies b) Minutes of meeting is prepared by the Customer, distributed to all the parties and circulated to the Engineers who not attend c) Record shall be filed and kept by the computer operator (5) Monthly Program Review a) Monthly site meeting shall be held and attended by the Project Manager to the Engineer and all subcontractors’ representatives to review and agree on the monthly work program b) Meeting shall be chaired by the Client c) After being reviewed, the Construction Manager/the appointed Engineer is responsible to produce the up dated program and to keep records with the copy signed by attendees (5) Weekly Site Meeting a) Weekly site meeting shall be held and attended by the Managers and all site staffs to share common understanding of processes and to agree the weekly work schedule 35/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE35/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page 35 of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 Package 7: chainage from 0+000 to b) The respective engineer is responsible to prepare the weekly work schedule prior to the meeting in connection with the monthly schedule c) A copy of the weekly work schedule shall be distributed for this meeting and a copy of the names of attendees shall be attached to the work schedule for the records Only changes made to the weekly work schedule shall be reflected (6) Daily Meeting a) Daily meeting shall be held in order to make staff in charge deeply understand the work description/key points on the following day in accordance with “Daily Instruction/Schedule” and chaired by the appointed Engineer /Supervisor including attendance by Constructions teams, Sub-Contractors b) “Daily Instruction/Schedule” shall be prepared and kept by the appointed Engineer with signatures of attendees (7) Work Instruction a) The Construction Manager/the Project Engineer is responsible to issue a work instruction where non conforming product or uncontrolled process is found > Refer to clause 3.6.11 "Control of Non conforming Product" b) Work instruction may be in the various form such as a minutes of meeting or a letter A work instruction a minutes of meeting shall be signed by the person receiving the instruction 3.6.6 Control of Submittals (1) Submittals required in the Contract or otherwise stated as to satisfy the requirements such as calculation, material samples, method statements, shop drawings and contractors proposals must be submitted and approved by Engineer in time for the actual execution of work (2) Submittals shall be reviewed and approved by the Project Manager prior to submission 36/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE36/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page 36 of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 (3) Package 7: chainage from 0+000 to A table of submissions shall be established under the title of General Transmittals to Client (including miscellaneous submissions to Authorities) The format of the Table shall include the document number, title, submission date and a status of acceptance reference from the Client The table shall be maintained on a regular basis of which a compilation of any outstanding submission shall be checked 3.6.7 Safety and Housekeeping (1) The Project Manager/the Project Engineer/Safety officer shall prepare “Site Safety Plan” to develop the Safety Control System under the requirements of the Specifications (2) Record shall be filed and kept by the Safety Officer > Refer to clause 3.3.2 "Control of Quality Records" 3.6.8 Control of Inspection, Measuring and Test Equipment (1) Equipment Identification The Project Quality Engineer is responsible to review technical requirements of the Contract and ensure that the inspection, measuring and test equipment have the capability, suitability and range compatible with the intended application (2) Calibration a) Process, applicable standard, acceptable criteria, method, frequency and record form are defined in the Quality Assurance Manual b) The Project Quality Engineer shall prepare, maintain and up date the list of equipment which require calibration and to record its calibration schedule and status on record, Inspection, Measuring & Test Equipment Register > Refer to clause 3.3.2 "Control of Quality Records" 37/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE37/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page 37 of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 Package 7: chainage from 0+000 to c) Calibration shall be carried out by suitably qualified personnel in accordance with applicable written instruction (3) Handling and Storage The Project Quality Engineer and respective Engineers are responsible to ensure that inspection, measuring and test equipment are handled and stored in such a way as to safe guard its accuracy and precision (4) Calibration Records Calibration records or certificates shall be kept and controlled in accordance with clause 3.3.2 "Control of Quality Records" (5) Subcontractors’ Equipment The above items under Clause 3.6.8 shall apply to all equipment by sub-contractors or venders 3.6.9 Inspection and Testing (1) General Procedure, applicable standard, acceptable criteria, method, frequency, inspection and record form are defined in the Project Quality Control Plan > Refer to clause 3.2.3 "Project Quality Control Plan" (2) Receiving Inspection and Testing a) Incoming products shall be inspected and tested as required by the Project Quality Control Plan b) Prior to acceptance or receipt of materials/goods at site, Constractor shall ensure that the supplier provides production and test records or results of materials and constituent elements in compliance with the relevant standard and/or specifications c) Products which are found nonconforming to specified requirements on delivery shall not be unloaded on site and shall be returned to the supplier In case that those 38/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE38/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page 38 of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 Package 7: chainage from 0+000 to nonconforming products cannot be returned immediately, it shall be identified and shall not be used Thereafter these product shall be removed off site as directed by the respective Construction Manager or Project Quality Assurance Manager > Refer to clause 3.6.11 "Control of Nonconforming Product" d) Where required in the Project Quality Control Plan, receiving inspection and testing shall be carried out at the SubContractor's premises e) Incoming products which are released for urgent use prior to verification such as ready-mixed concrete shall be positively identified for traceability in accordance with the Project Quality Control Plan > Refer to clause 3.6.4 "Product Identification and Traceability" > Refer to clauses 3.5.3 "Verification of Purchased Product" and 3.6.3 "Control of Customer-Supplied Product" (3) In-Process Inspection and Testing a) During production and installation, product or workmanship shall be inspected in accordance with the Project Quality Control Plan b) The Construction Manager/the Project Engineer is responsible to hold the product or process until the required inspection and test have been completed (4) Final Inspection and Testing a) Final inspection and testing shall be carried out prior to handing over of parts or whole of products to the Customer b) Final inspection and testing shall include review of the records of nonconformance found during the receiving, or in-process inspection or testing so as to ensure that the final product meets specified requirements 39/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE39/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page 39 of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 Package 7: chainage from 0+000 to c) The Project Quality Engineer is responsible to hold dispatch or handover the product until associated data and documentation are available and authorized (5) Inspection and Test Records a) The Project Quality Engineer shall ensure that the inspection and test records show clearly whether the product has passed or failed by using a stamp or other means if applicable b) Where the product fails to pass any inspection or test, the procedures for control of nonconforming product shall apply > Refer to clause 3.6.11 "Control of Nonconforming Product" 3.6.10 Inspection and Test Status (1) The Construction Manager/the Project Engineer is responsible for identification of inspection and test status of product until conformity is verified by the inspection or test record The Project Engineer/Supervisor/the Material Controller shall ensure that only product that has passed required inspection or test is used or installed > Refer to clause 3.6.11 "Control of Nonconforming Product" (2) The Project Quality Assureance Engineer is responsible to ensure that all inspection and test status is made known to all staffs who may need this information 3.6.11 Control of Nonconforming Product (1) The Construction Manager/the Project Engineer is responsible to indicate nonconformance of product and provide a nonconformance report for review by the Project Quality Engineer (2) Incoming product which nonconformance is found after unloading shall be clearly marked or tagged to indicate its status and not for use > Refer to clause 3.6.9 "Inspection and Testing" 40/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE40/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page 40 of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 Package 7: chainage from 0+000 to (3) Nonconforming in-processing product shall be clearly marked or tagged to indicate its status and prevent unintended use or installation (4) For minor nonconformance which can be rectified on that spot, the Construction Manager shall make note in the record form or check list and confirm that proper corrective action has been taken and approved by the Customer (5) Nonconforming product shall be reviewed by the Project Quality Assurance Manager together with the Construction Manager Upon being reviewed, appropriate determination may be : - rework to meet the specific requirements or; - accept with or without rectification subject to the Customer's approval of; - reject, scrap or disposition (6) The Project Quality Assurance Manager or respective Construction Manager shall prepare proposal of remedial measures or disposition for approval of the Project Manager and the Customer (7) Corrected or repaired product shall be subject to re-inspection The Project Quality Assurance Manager shall keep all records concerning nonconforming product > Refer to clause 3.3.2 "Control of Quality Records" 3.6.12 Corrective and Preventive Action (1) The respective Construction Manager or the Project Quality Assurance Manager has responsibility to detect the product or process which nonconformance is repeated, may recur or has serious potential The Project Quality Assurance Manager shall review the internal/external audit report, nonconformance and other quality records including the Customer's complaints to prevent recurrence (2) The Project Quality Assurance Manager shall arrange the investigation team to analyze cause of actual or potential nonconformities Investigation may be carried by the third party such as Consultants or recognized Institute 41/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE41/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page 41 of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 Package 7: chainage from 0+000 to (3) The Project Quality Assurance Manager in consultation with the Project Manager and where required, the customer shall determine corrective and preventive action (4) The Project Quality Assurance Manager shall report to the head office Quality Assurance Manager The Project Quality Assurance Manager is responsible to implement and record any necessary changes to procedures carried out in the Project 3.6.13 Handling, Storage, Packaging, Preservation and Delivery (1) Product shall be handled and preserved in such manner to prevent damage or deterioration (2) Procedures for document and data control shall be in accordance with clauses 3.3.1 "Document and Data Control" and clause 3.3.2 "Control of Quality Records" (3) Procedures for field product shall be defined in the Project Quality Control Plan > Refer to clause 3.2.3 "Project Quality Control Plan" 3.6.14 Statistical Techniques Statistical techniques shall be applied when inspections and tests are used to verify the acceptability of the process or product characteristics being tasted and specified by the contract specifications or relevant Project Quality Control Plan The process for statistical techniques shall identify the attributes to be measured, the acceptance criteria for the test and the confidence level to apply The Project Quality Control Plans shall identify or make reference to the tests for which the process applies e.g concrete (1) Collection of data of concrete strength obtained, shall be used to control the accepted concrete strength required in this Project (2) A histogram and an average-range (X-R) chart method may be applied 42/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE42/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page 42 of 43 CMDRCP / CW2C PACKAGE CW2C KM 18+200 – KM 23+450 NH91-1: CONSTRUCTION OF TRA NOC BRIDGE; SANG TRANG BRIDGE; SANG TRANG BRIDGE MEKONG DELTA TRANSPORT INFRASTRUCTURE DEVELOPMENT PROJECT - COMPONENT A1 CONTRACT PACKAGE NH91-1 NORTH SOUTH EXPRESSWAY CONSTRUCTION project-bidding document HO CHI MINH CITY – DAU GIAY SECTION 2+000 3.7 Package 7: chainage from 0+000 to (3) The method of statistical analysis for concrete shall include the monitoring of rolling average results and 85% compressive strength figures (4) When the strength of concrete deviates from the specific range, the procedure to control the non-conforming product shall be applied Internal Quality Audit The Project Quality Assurance Manager is responsible to make known the results of the internal/external audits to all staffs who may need this information and take timely corrective action on deficiencies found during the audit The Project Quality Engineer shall file and keep the results and audit reports > Refer to clause 3.3.2 "Control of Quality Records" 3.8 Training The Project Quality Assurance Manager has authority and responsibility to conduct the Site training scheme to ensure that all staff are competent to work that they have been assigned The s Project Quality Assurance Manager hall keep and maintain the personnel list identifying training needs and status and the training records > Refer to clause 3.3.2 "Control of Quality Records" 3.9 Servicing Not applicable to this Project 43/ 43 Technical Schedule PHUONG THANH - QUYET TIEN - ANH GIANG – THANG LOI JOINT VENTURE43/ 43 PHUONG THANH TRANCONSIN PHUONG THANH TRANCONSIN Quality Assurance System Page 43 of 43 ... endorsement by the head office Quality Assurance Manager 3.2.3 Project Quality Control Plan ( PQCP ) The Project Quality Control Plan shall define the processes, procedures and controls for the engineering... 3.1.6 Verification and Quality Functions 3.2 Quality Assurance System 3.2.1 Structure of Documention 3.2.2 Project Quality Assurance Plan 3.2.3 Project Quality Control Plan 4/ 43 Technical Schedule... distribution and removal if obsolete * * * * * Quality Manual * Quality Assurance Manual Project Quality Assurance Plan * Project Quality Control Plan Contract and Project Execution Documents