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  • Table of Contents

    • 1. Work Schedule

  • Table of Contents (Cont’d)

    • 2. Inspection and Test Plan

    • 3. Inspection Checklist(s) / Form(s)

    • 4. Safety Risk Assessment

    • 5. Environmental Risk Assessment

  • BAN QLDA ĐẠI LỘ ĐÔNG TÂY VÀ MÔI TRƯỜNG NƯỚC THÀNH PHỐ

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EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS-002 SOIL INVESTIGATION SHIMIZU CORPORATION METHOD STATEMENT MS-002-01 SOIL INVESTIGATION SHIMIZU CORPORATION PACKAGE D CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT GUIDANCE NOTES Where this page is over-stamped with the words “Controlled Copy” this means: a) Distribution is centralized - in this case of this document from the Site Manager; b) Each copy is issued to a particular person or organization If the document is no longer required it should be returned to the relevant person; c) It is not to be photocopied either in whole or in part Additional copies are available on request; d) Copy holders will be automatically issued with any amendments Responsibility for incorporating such amendments rests with the copy holder 01 6/9/ 06 EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS-002 SOIL INVESTIGATION SHIMIZU CORPORATION REV NO ISSUE DATE PREPARED BY ENGINEER C L GASALATAN REVIEWED BY SAFETY OFFICER REVIEWED BY QC MANAGER REVIEWED BY SITE MANAGER APPROVED BY PROJECT MANAGER [TBC] L DE OCAMPO Y UCHIDA S SATO EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS-002 SOIL INVESTIGATION SHIMIZU CORPORATION TABLE OF CONTENTS GENERAL 1.1 PURPOSE 1.2 TERMS OF REFERENCE 1.3 REFERRED DRAWINGS SCOPE WORK 2.1 QUANTITY OF WORKS 2.2 PROPOSED LOCATION 2.3 TESTING OF METHODOLOGY 3.1 FLOWCHART 3.2 OCCUPANCY AND PERMISSION 3.3 BORING AND SAMPLING 3.4 ANALYSING / TESTING / CLASSIFYING 11 3.5 REPORT 11 SCHEDULE 11 ORGANISATION 12 5.1 ORGANISATION CHART 12 5.2 SUPPLIERS / SUB-CONTRACTORS 12 5.3 LIST OF MACHINERY / EQUIPMENT 13 QUALITY CONTROL 13 6.1 INSPECTION AND TEST PLAN 13 6.2 NON-CONFORMANCE REPORT 13 SAFETY MANAGEMENT 14 ENVIRONMENTAL MANAGEMENT 14 REVISION RECORD 14 APPENDICES: WORK SCHEDULE Page of 16 EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS-002 SOIL INVESTIGATION SHIMIZU CORPORATION TABLE OF CONTENTS (CONT’D) APPENDICES (CONT’D): INSPECTION AND TEST PLAN INSPECTION CHECKLIST(S) / FORM(S) SAFETY RISK ASSESSMENT ENVIRONMENTAL RISK ASSESSMENT Page of 16 EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS-002 SOIL INVESTIGATION SHIMIZU CORPORATION GENERAL This method statement covers the Soil Investigation works which may be undertaken in connection with the works and which is subject to the Engineer’s direction in accordance with Sub-clause 1.10.1 of Section 1, “General Specification” 1.1 Purpose The purpose of the works is as noted hereunder: a) To obtain further information pertaining to the prevailing geological conditions around the piling location areas or elsewhere within the Site to permit relevant design of the temporary trench shoring system(s) which will be required 1.2 Terms of Reference The terms of the Contract hereunder noted are applicable to the contents of this document: a) Contract Documents, Bill of Quantities item 1.6, “Soil Investigation” b) Contract Documents, Specifications: General Specification Section 1, Sub- Clause 1.10, “Soil Investigation” 1.3 Referred Drawings The following drawings are applicable to the contents of this document: a) Working Drawing No GE - O - 102 “Soil Investigation General Plan” b) Working Drawing No.’s CO - O - 101 / 102 “Soil Investigation Plan for Conveyance Sewer” c) Working Drawing No L1 - O - 101 “Soil Investigation Plan for Line-1” d) Working Drawing No L2 - O - 101 “Soil Investigation Plan for Line-2” e) Working Drawing No L3 - O - 101 “Soil Investigation Plan for Line-3” f) Working Drawing No L4 - O - 101 “Soil Investigation Plan for Line-4” g) Working Drawing No L5 - O - 101 “Soil Investigation Plan for Line-5 (01)” h) Working Drawing No L5 - O - 102 “Soil Investigation Plan for Line-5 (02)” Page of 16 EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS-002 SOIL INVESTIGATION SHIMIZU CORPORATION i) Working Drawing No L6 - O - 101 “Soil Investigation Plan for Line-6 (01)” j) Working Drawing No L6 - O - 102 “Soil Investigation Plan for Line-6 (02)” SCOPE OF WORK 2.1 Quantity of Works Table 2.1 hereinbelow outlines the estimated quantities of works associated with Soil Investigation based on the proposals contained herein1: Table 2.1 NO Estimated Quantities of Works DESCRIPTION QUANTITY / UNIT Boreholes for Conveyance Sewer no , depth ≈ 50m Boreholes for Line 1, & Boreholes for Line Boreholes for Line Boreholes for Line 20 no , depth ≈ 30m no , depth ≈ 30m Existing Combined Sewer Existing Combined Sewer Existing Combined Sewer Existing Combined Sewer 14 no , depth ≈ 30m 19 no , depth ≈ 30m 2.2 Proposed Location All locations for Soil Investigation boreholes shall remain subject to the Engineer’s direction and approval For the proposed location reference is made to Working Drawing No GE - O - 102 2.3 Testing It is to be noted, according to Sub-clause 1.10 of Section “General Specification”, the locations, directions and depth of each test drilling shall be as directed by the Engineer Page of 16 EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS-002 SOIL INVESTIGATION SHIMIZU CORPORATION The testing listed herebelow is called for by Sub-Clause 1.10 of Section “General Specification” TEST REQUIREMENT FREQUENCY (ASTM D 1586) every m (ASTM D 2573) every m (ASTM D 854) every m (ASTM D 2216) every m e Grain Size Analysis (ASTM D 422) every m f Liquid Limit Test (ASTM D 423) every m g Plastic Limit Test (ASTM D 424) every m h Wet Density Test (Calliper method) every m REQUIREMENT FREQUENCY (ASTM D 2166) every m (ASTM D 2435) every m a Standard Penetration Test b Vane Shear Test c Specific Gravity d Natural Water Content TEST i Unconfined compression j Consolidation Test METHODOLOGY 3.1 Flowchart The flowchart detailed hereinbelow shows the sequence of works for the Soil Investigation Works Mobilisation Set up borehole location Boring and sampling Analysing / Testing / Classifying Page of 16 Test Report(s) EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS-002 SOIL INVESTIGATION SHIMIZU CORPORATION Page of 16 EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS-002 SOIL INVESTIGATION SHIMIZU CORPORATION 3.2 Occupancy and Permission The main equipment required, i.e boring machine, platforms, frames, truck etc., will be mobilised to Site after receipt of the relevant permission / permit from the concerned authority Permission / permits shall be obtained by the Contractor at it’s own cost Simultaneously manpower, i.e technicians, operators and workers, will be dispatched in order for preparation, operation and execution of the works Based on the current investigations permits to conduct site investigations may be obtained from: a) Government Authority Area Management of Urban Transportation No Address: 152 Dien Bien Phu Street, Ward 25, Binh Thanh District, Contact: Tel: 5123 - 289 Fax: 8035 - 432 Zone Management of Urban Transportation No Address: 163 Dien Bien Phu Street, Ward 15, Binh Thanh District, Contact: Tel: 5180 - 856 Fax: 5180 - 855 b) Required Documentation Letter of intent, including, as a minimum: • Duration • Plan • Location • Drawing of existing utilities • Method statement • Safety and traffic control plan (for DTPW approval) • Restoration plan According to research the Authorities listed above shall reply within five (05) days of receipt of the Letter of Intent Application(s) for permission shall be submitted to the relevant Authority by the Contractor directly together with a support letter from the Employer 3.3 Boring and Sampling 3.3.1 Equipment System The system equipment and set-up is detailed hereunder: Page of 16 EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS-002 SOIL INVESTIGATION SHIMIZU CORPORATION a) Set-up drill machine auger at desired hole location and remove soil for examination b) Drilling auger is propelled downwards hydraulically while rotating to achieve the desired depth c) The drilling rods are extended as necessary The rods to be used are 42 mm in diameter and are supplied in three differing lengths (1.5m, 2.2m and 4.5m) d) The drilling auger is withdrawn from the hole and soil samples are taken for examination e) Water is continuously circulating through the pump during boring works If necessary, bentonite may also be added to aid borehole stability f) Bentonite and other waste materials resulting from the works will be disposed of accordingly and in accordance with the Environmental Management Plan The following picture illustrates a typical set-up in the Conveyance Sewer Area: The picture on page hereinafter illustrates a typical set-up for the Existing Combined Sewer Improvement area (i.e within the City): Page of 16 EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS-002 SOIL INVESTIGATION SHIMIZU CORPORATION Item No Changes / incorporations made Page 12 of 14 Sub-Clause 5.1 Organization Chart Please fill up the name of Key Personnel N/A Page 12 of 14 Sub-Clause 5.2 Suppliers/SubContractors Independent Laboratories you intend to employ shall be submitted for approval separately Appendix page Complete the name of Supervising Consultant to read as “Pacific Consultant International in association with VIWASE & WASE” N/A N/A N/A 32 Description The names of the Quality Control Manager and Area Manager No have been added At this juncture, the Contractor is still attempting to recruit replacement of Key Personnel for the position of Area Manager No and the Safety Officer The Contractor shall be pleased to submit it’s proposed replacement to the Engineer for approval at the earliest practicable Soil Testing shall be conducted by the Sub-Contractor listed in Sub-Article 5.2 on page 12 of this document For further information reference is made to the information submitted with the Contractor’s letter ENG-0024 dated 24 August 2006 Appendix of Page has been amended accordingly Reference to the Construction Drawings in Sub-Article 1.3 on Page of this Document has been deleted Pages and of Appendix have been replaced by a revised translated version of Appendix 4A of Decree No 209/2004/NDCP issued by the Government of the Socialist Republic of Vietnam on 16 December 2004 Reference is made to the Engineer’s letter PCI/WEI/D-CO/06-1987 dated 29 August 2006 Page 18 of 16 EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT SHIMIZU CORPORATION MS-002 SOIL INVESTIGATION APPENDIX NO WORK SCHEDULE Appendix No EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS-002 SOIL INVESTIGATION SHIMIZU CORPORATION WEEKS LOCATIO N 1 7 4 5 6 7 7 CONVEYANCE SEWER LINE EXISTING COMBINED SEWER LINE LINE LINE LINE LINE 2 LINE 1 REPORT Interim Final - Preparation, drilling and Site testing - Laboratory Testing Page of Appendix No EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT SHIMIZU CORPORATION MS-002 SOIL INVESTIGATION APPENDIX NO INSPECTION AND TEST PLAN Appendix No EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS-002 SOIL INVESTIGATION SHIMIZU CORPORATION NO INSPECTION ITEM CRITERIA Calibration Certificate Equipment Setting Out Borehole location(s) Approved Approx Location In-Site Testing and Sampling Soil Actual Sample Test according to: • Stan dard Penetration Test (ASTM D 1586) • Vane Shear Test (ASTM Approved approximate depth Elevations of Boreholes (GL and Bottom) INTERNAL PRE-ACCEPTANCE SURVEY Internal Check by Shimizu Frequenc y Check Method ▼ All Visual and document review ▼ All holes ▼ ▼ PRE-ACCEPTANCE SURVEY Inspectio n with the Engineer Frequenc y Check Method ▼ All Visual and document review Survey ▼ All holes Joint Survey Selecte d Visual ▼ Selecte d Visual All holes Measurem ent ▼ All holes Measurem ent Page of RECORD / TEST REPORT TO SUBMIT TO THE ENGINEER REMARKS Current equipment calibration certificate(s) Refer to Appendix No Field Test Result: • Sta ndard Penetration Test Result • Van e Shear Test Result Refer to Appendix No Appendix No EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS-002 SOIL INVESTIGATION SHIMIZU CORPORATION NO INSPECTION ITEM CRITERIA Laboratory Test Actual sample test according to: • Speci fic Gravity ASTM D 854 • Natu ral Water Content ASTM D 2216 • Grain Size Analysis ASTM D 422 • Liqui d Limit Test ASTM D423 • Plasti c Limit Test ASTM D 424 • Wet Density Test: Calliper Method INTERNAL PRE-ACCEPTANCE SURVEY Internal Check by Shimizu ▼ Frequenc y Selecte d Check Method Visual Inspection Page of PRE-ACCEPTANCE SURVEY Inspectio n with the Engineer ▼ Frequenc y Selecte d Check Method Visual Inspection RECORD / TEST REPORT TO SUBMIT TO THE ENGINEER REMARKS Laboratory Test Result: • Spe cific Gravity • Nat ural Water Content • Gra in Size Analysis • Liq uid Limit Test • Pla stic Limit Test • We t Density • Unc onfined Compression Test • Co Appendix No EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT SHIMIZU CORPORATION MS-002 SOIL INVESTIGATION APPENDIX NO INSPECTION CHECKLIST(S) / FORM(S) Appendix No EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS-002 SOIL INVESTIGATION SHIMIZU CORPORATION SHIMIZU CORPORATION HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT Project: Conveyance Sewer and Existing Combined Sewer Quality Control Procedure Description SOIL INVESTIGATION INTERNAL INSPECTION CHECKLIST Place Work Item …………………… …………………… Conforming Code …………… Date / / No of Sheets …………… Inspection Date …… / …… / …… Detail of NonC on Boring and Testing Equipment - Calibration Record / Certificate Corrective Action Remarks Setting Out of Required Location – Check according to approved location approx In-Situ Testing: 3.1 Standard Penetration Test: ASTM D 1586 3.2 Vane Shear Test: ASTM D 2573 Final Elevation of Boreholes – check according to approved approx depth Laboratory Testing: 5.1 Specific Gravity Test: ASTM D 854 5.2 Natural Water Content: ASTM D 2216 5.3 Grain Size Analysis: ASTM D 422 5.4 Liquid Limit Test: ASTM D 423 5.5 Plastic Limit Test: ASTM D 424 5.6 Wet Density Test: Calliper Test 5.7 Unconfined Compression Test: ASTM D 2166 5.8 Consolidation Test: ASTM D 2435 MAIN CONTRACTOR Full Name ……………………… Signature ……………………… Date ……………………… Position …………………… SUB-CONTRACTOR Full Name ……………………… Signature ……………………… Date ……………………… Page of Position …………………… Appendix No EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS-002 SOIL INVESTIGATION SHIMIZU CORPORATION CỘNG HOÀ XÃ HỘI CHỦ NGHĨA VIỆT NAM ỦY BAN NHÂN DÂN TP HỒ CHÍ MINH Độc lập -Tự - Hạnh phúc BAN QLDA ĐẠI LỘ ĐÔNG TÂY VÀ MÔI TRƯỜNG NƯỚC THÀNH PHỐ Hồ Chí Minh, ngày tháng năm 2006 SOCIALIST REPUBLIC OF VIETNAM Independence - Freedom - Happiness _ HO CHI MINH PEOPLE’S COMMITTEE _ THE EAST-WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT Hochiminh, 2006 APPENDIX 4A BIÊN BẢN SỐ: MINUTE No NGHIỆM THU CÔNG VIỆC XÂY DỰNG INSPECTION OF CONSTRUCTION WORKS CÔNG TRÌNH: Dự án cải tạo môi trường nước Thành phồ Hồ Chí Minh - Gói thầu D “Xây dựng cống chuyển tải cải tạo cống chung hữu” PROJECT: Ho Chi Minh City Water Environment Improvement Project - Package D “Conveyance Sewer Construction and Existing Combined Sewer Improvement” Đối tượng nghiệm thu: ……………………………………………………………………………………… Inspection item: ……………………………………………………………………………………………… Thành phần trực tiếp nghiệm thu / Parties taking part in inspection: - Tư vấn giám sát: Công ty Tư vấn Quốc tế Thái Bình Dưong (Nhật Bản) - Supervision Consultant: Pacific Consultant International (Japan) Ông (Mr): Masami KONDO Ông (Mr): Chức vụ (Position): Kỹ sư trưởng / The Engineer Chức vụ (Position): Kỹ sư giám sát / Supervision engineer ……………………… - Nhà thầu xây lắp: Công ty Shimizu (Nhật Bản) - Contractor: Shimizu Corporation (Japan) Page of Appendix No EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS-002 SOIL INVESTIGATION SHIMIZU CORPORATION Ông (Mr): Sadahiro Sato Ông (Mr): Ông (Mr): Ông (Mr): Chức vụ (Position): Giám đốc Dự án / Project Manager Chức vụ (Position): Quản lý vùng / Area Manager Chức vụ (Position): Kỹ sư giám sát/ Supervision engineer Chức vụ (Position): Kỹ sư giám sát/ Supervision engineer Thời gian nghiệm thu: Time for inspection: Bắt đầu (Start): 200… Kết thúc (Finish): ngày (Date) tháng (Month) năm (Year) ngày (Date) tháng (Month) năm (Year) 200… Tại cơng trình/ At ………………………………………………………………………………… the site: Đánh giá công việc xây dựng đã thực / Appraising Construction Works Done a) Về tài liệu làm nghiệm thu / Inspection basis …………………………………………………………………………………………………………… …………………………………………………………………………………………………………… …………………………………………………………………………………………………………… b) Về chất lượng công việc xây dựng / Quality of construction works …………………………………………………………………………………………………………… …………………………………………………………………………………………………………… …………………………………………………………………………………………………………… c) Các ý kiến khác (nếu có) / Other comments (if any) …………………………………………………………………………………………………………… …………………………………………………………………………………………………………… …………………………………………………………………………………………………………… d) Ý kiến của Tư vấn giám sát PCI về công tác nghiệm thu nội công việc xây dựng của Nhà thầu Nhà thầu phụ PCI’s comments on internal inspection of construction works between MainContractor and Sub-Contractor …………………………………………………………………………………………………………… …………………………………………………………………………………………………………… …………………………………………………………………………………………………………… Kết luận / Conclusion: Page of Appendix No EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS-002 SOIL INVESTIGATION SHIMIZU CORPORATION ………………………………………………………………………………………………………………… ………………………………………………………………………………………………………………… ………………………………………………………………………………………………………………… GIAÙM SAÙT THI CÔNG XÂY DỰNG NHÀ THẦU CONTRACTOR Cơng ty SHIMIZU Shimizu Corporation (Ghi rõ họ tên, chức vụ) (Name, position) CONSTRUCTION SUPERVISOR (của Tư vấn giám sát PCI liên kết với Công ty Nước Môi trường Việt nam Công ty Tư vấn cấp thoát nước số 2) - Các tài liệu làm để nghiệm thu - Grounds for checking and acceptance Hồ sơ nghiệm thu gồm: Inspection documents include: ………………………………………………………………………………………………………………………… ………………………………………………………………………………………………………………………… ………………………………………………………………………………………………………………………… ………………………………………………………………………………………………………………………… ………………………………………………………………………………………………………………………… ………………………………………………………………………………………………………………………… - END - Page of Appendix No EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT SHIMIZU CORPORATION MS-002 SOIL INVESTIGATION APPENDIX NO SAFETY RISK ASSESSMENT Appendix No EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS-002 SOIL INVESTIGATION SHIMIZU CORPORATION RISK ASSESSMENT - SF-03 WEIP/D/SF-03/003 METHOD STATEMENT: MS-002 SOIL INVESTIGATION (C) Health and Safety Consequence S1 Negligible / No Effect S2 Minor Injuries S3 Major Injuries S4 Fatalities Ref Activities Hazard (C) Environmental Consequence E1 No Effect E2 Minor Effect E3 Major Effect E4 Irreversible Consequence Key: E: Employer; •• Work at night • Damage existing utilities • Injury • Injury • Damage of property √ √ YP Soil boring and sampling • Traffic accident VIS Mobilisation and demobilisati on People Affected PUB Oth er √ C F RR S3 S2 √ √ √ √ S2 S3 6 √ √ S2 • Con: Contractor; (RR)Risk Rating (Consequence (c) x Frequency (F)) 1~4 Insignificant Work May Proceed 5~8 Acceptable Work May Proceed ~ 12 Substantial Work may not proceed 13 ~ 16 Intolerable Work may not proceed Before Control Risk Control Measures After Control (F) Frequency Negligible Unlikely Likely Probable CO E PREPARED BY: C L GASALATAN • Safety induction / provide appropriate PPE • Provide • sufficient signage Provide adequate lighting • Conduct utility service survey • Pub: Public; Vis: Visitor; F RR S2 S2 S1 S2 2 S2 Provide Approved by Safety Officer: YP: Young People Page of C Date: Appendix No EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT SHIMIZU CORPORATION MS-002 SOIL INVESTIGATION APPENDIX NO ENVIRONMENTAL RISK ASSESSMENT Appendix No EAST - WEST HIGHWAY AND WATER ENVIRONMENT PROJECT MANAGEMENT UNIT OF HO CHI MINH CITY HO CHI MINH CITY WATER ENVIRONMENT IMPROVEMENT PROJECT PACKAGE D - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS-002 SOIL INVESTIGATION SHIMIZU CORPORATION RISK ASSESSMENT - SF-03 WEIP/D/SF-03/004 METHOD STATEMENT: MS-002 SOIL INVESTIGATION (C) Health and Safety Consequence S1 Negligible / No Effect S2 Minor Injuries S3 Major Injuries S4 Fatalities Ref Activities Hazard (C) Environmental Consequence E1 No Effect E2 Minor Effect E3 Major Effect E4 Irreversible Consequence Key: E: Employer; • Air pollution Boring works Noise pollution • Fumes from equipment • Noise • • Air pollution YP Soil boring and sampling • Fumes from transporta tion •• VIS Mobilisation and demobilisati on People Affected Oth er F RR √ √ E2 √ √ E2 √ √ E2 √ √ E2 √ √ E2 • Con: Contractor; C PUB (RR)Risk Rating (Consequence (c) x Frequency (F)) 1~4 Insignificant Work May Proceed 5~8 Acceptable Work May Proceed ~ 12 Substantial Work may not proceed 13 ~ 16 Intolerable Work may not proceed Before Control Risk Control Measures After Control (F) Frequency Negligible Unlikely Likely Probable CO E PREPARED BY: C L GASALATAN Pub: Public; Vis: Visitor; • Vehicles should be regularly maintained • Minimise reasonably • noise as far as Minimise use of excessive noise generating equipment (especially at night) • Equipment should be regularly maintained • Waste to be F RR E1 2 E1 2 E1 2 E1 2 E1 2 Approved by Environmental Officer: YP: Young People Page of C Date: Appendix No ... - 101 “Soil Investigation Plan for Line-3” f) Working Drawing No L4 - O - 101 “Soil Investigation Plan for Line-4” g) Working Drawing No L5 - O - 101 “Soil Investigation Plan for Line-5 (01) ”... EXISTING COMBINED SEWER IMPROVEMENT MS- 002 SOIL INVESTIGATION SHIMIZU CORPORATION i) Working Drawing No L6 - O - 101 “Soil Investigation Plan for Line-6 (01) ” j) Working Drawing No L6 - O - 102... - CONVEYANCE SEWER CONSTRUCTION AND EXISTING COMBINED SEWER IMPROVEMENT MS- 002 SOIL INVESTIGATION SHIMIZU CORPORATION MS- 002 Soil Investigation Revision No - List of Changes / Incorporations Item

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