Environmental Monitoring Report
Quarterly Progress Report No. 10 June – August 2016
VIE: Central Mekong Delta Region Connectivity Project
Part II/Annexes (pages 58-117)
'This environmental monitoring report is a document of the borrower. The views expressed herein do not necessarily represent those of ADB's Board of Directors, Management, or staff, and may be preliminary in nature. Your attention is directed to the “terms of use” section of this website. In preparing any country program or strategy, financing any project, or by making any designation of or reference to a particular territory or geographic area in this document, the Asian Development Bank does not intend to make any judgments as to the legal or other status of any territory or area
Prepared by Detailed Design and Implementation Support: CDM Smith-WSP-Yoo-shin Consultant Joint Venture for the Socialist Republic of Viet Nam and the Asian Development Bank. QUARTERLY PROGRESS REPORT
CW2B Rach Vuot Bridge Launching Voided slab girder Date: 14-08-2016
CW2B Rach Vuot Bridge Launching Voided slab girders Date: 14-08-2016
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 58 QUARTERLY PROGRESS REPORT
CW2B Rach Vuot Bridge Fabrication of Voided slab girders Date: 04-08-2016
CW2B Tan Binh Bridge Launching I Girder Date: 05-09-2016
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 59 QUARTERLY PROGRESS REPORT
CW2B Tan Binh Bridge Launching I Girder Date: 12-08-2016
CW2B Xang Muc Bridge Construction of Column P1 Date: 06-08-2016
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 60 QUARTERLY PROGRESS REPORT
CW2B Xang Muc Bridge Construction of Pier Cap P2 Date: 05-08-2016
CW2B Xang Muc Bridge Construction of RC piles Date: 06-08-2016
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 61 QUARTERLY PROGRESS REPORT
CW2B Xang Muc Bridge Preparation for casting super T girders Date: 02-08-2016
CW2B Xang Nho Bridge Reinforcement cage at place for casting Pier Cap P2 Date: 01-08-2016
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 62 QUARTERLY PROGRESS REPORT
CW2B Xang Nho Bridge Construction of Voided slab gieders Date: 24-08-2016
CW2B 2/9 Bridge Construction of Pier Cap P2 Date: 30-08-2016
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 63 QUARTERLY PROGRESS REPORT
CW2B Rach Vuot Bridge Erection of girders Date: 24-08-2016
CW2A Km8+072-Km8+550 Monitoring at stage 2 Date: 24-08-2016
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 64 QUARTERLY PROGRESS REPORT
CW2A Km10+333-Km11+342 Surcharge fill stage 2 Date: 24-08-2016
CW2A Km11+577-Km13+208 VCM on going Date: 24-08-2016
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 65 QUARTERLY PROGRESS REPORT
CW2A km12+580-km13+126 VCM ongoing Date: 02-08-2016
CW2A km13+650-km13+750 preparation for earth berms for VCM Date: 13-08-2016
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 66 QUARTERLY PROGRESS REPORT
CW2A km14+250-km15+267 Construction of VCM Date: 04-08-2016
CW2A km15+360-km15+580 PVD under construction Date: 06-08-2016
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 67 QUARTERLY PROGRESS REPORT
Package CW2C
CW2C LAP VO BRIDGE
P7→P8
Competing segment K9
Date: 25-07-2016
CW2C LAP VO BRIDGE
P7→P8
Completing segment K9-left side
Date: 25-07-2016
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CW2C LAP VO BRIDGE
P8→P9
Preparing formwork segment K10-left side
Date: 25-07-2016
CW2C LAP VO BRIDGE
P9→P12
Casting concrete for desk slab span 11 and 12
Date: 25-07-2016
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 69 QUARTERLY PROGRESS REPORT
CW2C LAP VO BRIDGE
Fabricating super T girder.
Date: 25-07-2016
CW2C LAP VO BRIDGE
P14
Completing Pier Cap
Date: 25-07-2016
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CW2C LAP VO BRIDGE
Preparing construction platform for abutment A1.
Date: 25-07-2016
CW2C XEP CUT BRIDGE
Abutment A2
Completing a part of body wall
Date: 25-07-2016
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CW2C XEP CUT BRIDGE
Installation rebar for supporting slab A2.
Date: 25-07-2016
CW2C XEP CUT BRIDGE
Fabricating voided slab.
Date: 25-07-2016
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 72 QUARTERLY PROGRESS REPORT
CW2C XEP CUT BRIDGE
A1 area.
Date: 25-07-2016
CW2C ROAD WORK
Km19+072-Km19+700.
Completing surcharge stage 2
Date: 25-07-2016
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 73 QUARTERLY PROGRESS REPORT
CW2C ROAD WORK
Km19+700-Km19+900.
Completing surcharge stage 2 and carrying stage 3
Date: 25-07-2016
CW2C ROAD WORK
Km21+100-Km21+300.
Completing surcharge stage 2.
Date: 25-07-2016
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 74 QUARTERLY PROGRESS REPORT
CW2C ROAD WORK
Km18+200-Km18+400.
Completing surcharge stage 2.
Date: 25-07-2016
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 75 QUARTERLY PROGRESS REPORT
ANNEX 4-1: PROJECT DATA
General Name of Employer Cuu Long CIPM Name of GD/ CIPM Mr. Duong Tuan Minh Name of Consultant CDM Smith , WSP , Yooshin JV Name of PM/Consultant Mr. Anders Loof
Package CW1A: Northern Approach to Cao Lanh Bridge Name of Contractor JV of Hoang An – Tuan Loc – Thang Long Name of PM/ Contractor Mr. Dang Xuan Lich Contract Amount 1,107,850,611,799 VND (inclusive of VAT & contingency) Contract Period 1092 days (36.0 months) Commencement date 29 October 2014 Completion date 24 October 2017 Package CW1B: Cao Lanh Bridge Project Name of Contractor CRBC – VINACONEX E&C JV Name of PM/ Contractor Mr. Xue Zhi Gua Contract Amount 3,037,357,144,006 VND (inclusive of VAT & contingency) Contract Period 1308 days (43.0 months) Commencement date 25 March 2014 Completion date 22 October 2017 Package CW1C: Southern Approach to Cao Lanh Bridge Name of Contractor Joint Venture of Dat Phuong – Tranimexco Name of PM/ Contractor Nguyen Van Huong Contract Amount 410,645,249,667 VND (inclusive of VAT & contingency) Contract Period 1000 days Commencement date 29 December 2014 Completion date 23 September 2017 Package CW2A: Interconnecting Road between Cao Lanh Bridge and Vam Cong Bridge Km 07+800 – Km 13+750 Name of Contractor Jiangsu Provincial Transportation Engineering Group Co., Ltd. Name of PM/ Contractor Mr. Ji Lei Contract Amount 1,046,035,095,222 VND (inclusive of VAT & contingency) Contract Period 1028 days Commencement date 31 December 2014 Completion date 23 October 2017
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 76 QUARTERLY PROGRESS REPORT
Package CW2B: Interconnecting Road between Cao Lanh Bridge and Vam Cong Bridge Km 13+750 – Km 18+200 Name of Contractor Jiangsu Provincial Transportation Engineering Group Co., Ltd. Name of PM/ Contractor Mr. Ji Lei Contract Amount 1,054,429,875,970 VND (inclusive of VAT & contingency) Contract Period 1028 days Commencement date 31 December 2014 Completion date 23 October 2017 Package CW2C: Interconnecting Road between Cao Lanh Bridge and Vam Cong Bridge Km18+200 – Km23+450
Name of Contractor Joint Venture of Phuong Thanh – Quyet Tien – Anh Giang – Thang Loi Name of PM/ Contractor Nguyen Manh Tuan – Contract Amount 1,263,959,579,550 VND (inclusive of VAT & contingency) Contract Period 1028 days – Commencement date 29 December 2014 Completion date 21 October 2017
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 77 QUARTERLY PROGRESS REPORT
ANNEX 4-2: PROJECT FINANCIAL PROGRESS
The activities undertaken during the period are listed here below and estimated value of the works undertaken. Package CW1A: Northern Approach to Cao Lanh Bridge Division BoQ Value (Incl.VAT) Value to date (Incl.VAT) Percent (%) General Requirement 15,758,878,793 9,956,219,900.00 63.18 Site Clearing 2,974,150,197 2,852,798,979.18 95.92 Earthworks 139,463,751,221 101,968,373,499.16 73.11 Drainage Works 6,248,028,478 1,619,441,118.92 25.92 Sub base and base course 24,896,852,398 - - Pavement 39,434,835,691 - - Structure Works 752,867,744,944 413,480,953,093.00 54.92 Miscellaneous 13,125,446,470 - - Lighting & Power 4,575,265,741 - - Sub Total 999,344,953,933 529,877,786,590.27 53.02 Day works 4,556,865,885 - Sub Total 1,003,901,819,818 529,877,786,590.27 52.78 Provisional Sums 3,235,100,000 - Sub Total 1,007,136,919,818 529,877,786,590.27 52.61 Contingency 100,713,691,982 (15,144,301,282) -15.04% V.O (12,388,829,173) Adjustment price (2,755,472,110) Total Tender Price 1,107,850,611,800 514,733,485,308.27 46.46
Package CW1B: Cao Lanh Bridge Project Division BoQ Value (Incl.VAT) Value to date (Incl.VAT) Percent (%) General Requirement 36,757,242,370 29,604,270,889.01 80.54 Site Clearing 1,332,742,989 342,848,429.66 25.73 Earthworks 27,395,479,432 21,658,256,136.08 79.06 Drainage Works 823,760,654 309,581,287.40 37.58 Sub base and base course 2,173,800,024 - - Pavement 19,116,175,611 - - Structure Works 2,556,657,602,933 1,810,950,590,841.12 70.83 Miscellaneous 3,787,454,897 - - Lighting & Power 20,963,192,757 - - Sub Total 2,669,007,451,667 1,862,865,547,583 69.80 Day works 10,445,715,610 - Sub Total 2,679,453,167,277 1,862,865,547,583 69.52 Provisional Sums 81,780,600,000 28,612,474,685.30 34.99 Sub Total 2,761,233,767,277 1,891,478,022,269 68.50 Contingency 276,123,376,728 -10,261,201,710 (3.72) V.O 3,518,398,488.00 Adjustment price (13,779,600,198.10) Total Tender Price 3,037,357,144,005 1,881,216,820,558 61.94
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 78 QUARTERLY PROGRESS REPORT
Package CW1C: Southern Approach to Cao Lanh Bridge Division BoQ Value (Incl.VAT) Value to date (Incl.VAT) Percent (%) General Requirement 3,287,680,000 2,817,386,000.00 85.70% Site Clearing 277,868,573 277,868,573.40 100.00% Earthworks 69,377,009,194 49,829,027,956.24 71.82% Drainage Works 3,090,459,510 1,456,050,750.00 47.11% Sub base and base course 17,363,153,974 - - Pavement 20,989,398,976 - - Structure Works 240,598,860,434 186,343,472,883.33 77.45% Miscellaneous 7,844,225,446 - - Lighting & Power 6,845,307,227 - - Sub Total 369,673,963,334 240,723,806,163 65.12% Day works 910,800,000 - Sub Total 370,584,763,334 240,723,806,163 64.96% Provisional Sums 2,729,100,000 - Sub Total 373,313,863,334 240,723,806,163 64.48% Contingency 37,331,386,333 (1,761,750,313.40) -4.72%
V.O 1,022,381,041.00 Adjustment price (2,784,131,354.40) Total Tender Price 410,645,249,667 238,962,055,850 58.19%
Package CW2A: Interconnecting Road Between Cao Lanh Bridge and Vam Cong Bridge (Km7+800 - Km13+750) Division BoQ Value (Incl.VAT) Value to date (Incl.VAT) Percent (%) General Requirement 23,445,746,293 17,150,334,421.00 73.15% Site Clearing 425,047,897 393,230,208.72 92.51% Earthworks 285,432,771,638 176,650,783,109.71 61.89% Drainage Works 13,668,803,877 239,800,885.50 1.75% Subbase and base course 27,268,040,825 0 0.00% Pavement 34,712,795,710 0 0.00% Structure Works 539,069,603,571 269,785,190,826.52 50.05% Miscellaneous 15,574,161,505 0 0.00% Lighting & Power - 0 Sub Total 939,596,971,316 464,219,339,451 49.41% Day works 7,564,424,340 0 0.00% Sub Total 947,161,395,656 464,219,339,451 49.01% Provisional Sums 3,779,600,000 212240000 5.62% Sub Total 950,940,995,657 464,431,579,451 48.84% Contingency 95,094,099,565 0 0.00% Total Tender Price 1,046,035,095,222 464,431,579,451 44.40%
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 79 QUARTERLY PROGRESS REPORT
Package CW2B: Interconnecting Road between Cao Lanh Bridge and Vam Cong Bridge (Km13+750 – Km18+200) Division BoQ Value (Incl. VAT) Value to date (Incl. VAT) Percent (%) General Requirement 24,843,378,560 17,482,424,961.47 70.37% Site Clearing 356,781,791 298,779,692.93 83.74% Earthworks 235,796,643,575 189,820,656,190.12 80.50% Drainage Works 2,317,241,881 0 0.00% Sub base and base course 18,949,239,241 0 0.00% Pavement 26,676,941,992 0 0.00% Structure Works 619,146,457,269 296,193,978,870.44 47.84% Miscellaneous 18,744,436,270 0 0.00% Lighting & Power - 0 Sub Total 946,831,120,579 503,795,839,715 53.21% Day works 7,884,893,940 0 0.00% Sub Total 954,716,014,518 503,795,839,715 52.77% Provisional Sums 3,856,600,000 212622000 5.51% Sub Total 958,572,614,518 504,008,461,715 52.58% Contingency 95,857,261,452 0 0.00% Total Tender Price 1,054,429,875,970 504,008,461,715 47.80%
Package CW2C: Interconnecting Road between Cao Lanh Bridge and Vam Cong Bridge (Km18+200 – Km23+450) Division BoQ Value (Incl. VAT) Value to date (Incl. VAT) Percent (%) General Requirement 13,535,885,000 10,496,585,000 77.55% Site Clearing 509,559,852 690,826,047 135.57% Earthworks 278,438,711,670 234,739,747,156 84.31% Drainage Works 15,900,313,639 0 0.00% Subbase and base course 42,724,491,402 0 0.00% Pavement 58,755,940,329 0 0.00% Structure Works 699,534,662,764 454,844,987,537 65.02% Miscellaneous 22,056,356,713 0 0.00% Lighting & Power 10,792,331,045 0 0.00% Sub Total 1,142,248,252,414 700,772,145,740 61.35% Day works 2,797,510,815 0 0.00% Sub Total 1,145,045,763,228 700,772,145,740 61.20% Provisional Sums 4,008,400,000 264,824,480 6.61% Sub Total 1,149,054,163,228 701,036,970,220 61.01% Contingency 114,905,416,322 0 0.00% Total Tender Price 1,263,959,579,550 701,036,970,220 55.46%
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 80 QUARTERLY PROGRESS REPORT
ANNEX 4-3: ONGOING WORKS DURING THIS PERIOD
Completed On going
Package CW1A
No Item Jun-16 Jul-16 Aug-16 1 Dinh Chung Bridge (Bored pile at Atnutment 1) 3 Tinh Thoi Bridge (Bored pile, pilecap, pier columns, piercaps) 2 Super T Girder for Dinh Chung & Tinh Thoi Bridge 5 Driven Piles for Rach Mieu Bridge 6 Linh Son Bridge (Bored piles, pilecaps) 7 Embankment construction from Borrow 8 Vacuum Consolidation Method 9 Dinh Chung Bridge (Bored pile at Atnutment 1)
Package CW1B
North Bank Main Bridge South Bank No. Item Jun-16 Jul-16 Aug-16 Jun-16 Jul-16 Aug-16 Jun-16 Jul-16 Aug-16 Surcharge for 1 Approach Road 2 Super T Girder Pilecap for P17 & 3 P20 (Anchor Piers) Pier column for P17 4 & P20 Concreting for deck 5 slab 6 Pylon Tower P18
7 Pylon Tower P19 Construction for Pier 8 table of P18 & P19
Package CW1C
No Item Jun-16 Jul-16 Aug-16 1 Embankment construction from Borrow 2 Geotextile type 2 installation 3 Construction of curb at piers 4 Construction of center media at piers
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 81 QUARTERLY PROGRESS REPORT
Package CW2AB
No. Typical Items june-16 July-16 August-16 1 Survey and Design of Construction Drawings 2 Separation Geotextile 12kN/m non-woven (Type 1) 3 Prefabricated Vertical Drain (PVD) 4 Vertical Sand Drain (VSD) 5 High Strength Geotextile 200kN/m / 50kN/m woven (Type 2) 6 Vacuum Consolidation Method (VCM) 7 Embankment construction from Borrow (K95) 8 Coarse sand blanket (CSB) 9 Bored Pile 1,000 mm diameter 10 Driven Precast Piles (450 mm x 450 mm) fabrication and driving Bridge sub-structure construction (Pile Cap - Column Pier - Pier 11 Head ) _ Concrete Class C30 Mpa 12 Voided slab girder fabrication - L=21m
Package CW2C
No. Typical Items june-16 July-16 August-16 1 Survey and Design of Construction Drawings 2 High strength Geotextile 200KN/m/ 50KN/m (Type 2) 3 Vacuum Consolidation Method (VCM) 4 Embankment construction from Borrow K95 5 Driven Precast Pile (300mmx300mm) 6 Bored Pile 1000mm Diameter 7 Bored Pile 1500mm Diameter Bridge sub-structure construction (Pile Cap - Column Pier - Pier 8 Head - Abutment ) _ Concrete Class C30 Mpa Lap Vo Bridge (on right side)_ Cantilever box girder's segment 9 construction [40 Mpa] 10 Super T Girder L=38.10 - 38.30 m (all Types). [ 50 Mpa ] 11 Super T Girder L=28.70 m (all Types). [50 Mpa]
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 82 QUARTERLY PROGRESS REPORT
ANNEX 4-4: CONTRACTOR’S MANPOWER
Package CW1A: Northern Approach to Cao Lanh Bridge Up to This Percent Contractor/ previous OCS Actual up to date Target date for Description Quarter completed (%) subcontractor Quarter completion 1 2 3 4=1+2 5=4/3
Project Manager 1 - 1 1 100% Deputy Project 3 (1.00) 3 2 67% Manager Translator 1 - 1 1 100% Road Superintendent 2 - 3 2 67% Bridge Superintendent 5 - 5 5 100% CONTRACTOR + LABORATORY Material Manager 1 - 1 1 100% Office Staff 3 - 3 3 100% Laboratory Technician 5 - 6 5 83% Surveyor 3 - 3 3 100% HSE Officer 1 - 1 1 100%
Total 25 -1 27 24 89%
Package CW1B: Cao Lanh Bridge Project Up to Percent This Actual up to Target date Contractor/ previous OCS completed Description Quarter date for subcontractor Quarter (%) completion 1 2 3 4=1+2 5=4/3
Project Manager 1 1 1 100% -
Quality Control Manager 1 1 1 100% - Superstructure Engineer of 1 1 1 100% Cable Stayed Bridge - Geotechnical or Foundation 1 1 1 100% Engineer -
Bridge Superintendent 1 1 1 100% -
Material Manager 1 1 1 100% MAIN - CONTRACTOR Engineer + Manager 41 41 20 49% + (21) LABORATORY
Officer 6 6 6 100% -
Laboratory 1 1 1 100% -
Surveyor 2 2 2 100% -
Operator 4 4 5 125% 1
Labor + Worker 38 38 36 95% (2) Total 98 -22 98 76 78%
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 83 QUARTERLY PROGRESS REPORT
Project Manager 1 1 1 100% Engineer + Manager 5 8 5 63% Officer 1 2 1 50% SUB- Laboratory 1 2 1 50% CONTRACTOR 624 Surveyor 1 2 1 50% Operator 2 2 2 150% Labor + Worker 32 31 32 116% Total 43 48 43 90% Project Manager 01 01 01 100% Engineer + Manager 10 17 10 59% Officer 07 07 07 100% SUB- Laboratory 0 03 0 0% CONTRACTOR BRIDGE 12 Surveyor 03 05 03 60% Operator 37 38 37 97% Labor + Worker 221 300 221 40% Total 179 371 179 48% Project Manager 0 - 0 0 - Engineer + Manager 1 1 1 100% Waiting for SUB- Officer construction CONTRACTOR Surveyor of 02 SONG DA Abutments THANG LONG Operator Labor + Worker 29% Total 1 1 1 100% 2016.02 Project Manager 01 - 01 01 100% Engineer + Manager 04 - 02 04 200% Officer 01 01 01 100% HOANG HAI Surveyor 02 02 02 100% JSC Operator 05 -3 05 02 100% Labor + Worker 10 - 10 10 59% Total 23 - 23 23 100% Project Manager 1 1 1 100% Deputy Project Manager 2 1 2 200% 9 TUAN LOC Engineer + Manager 8 9 113% COMPANY Surveyor 2 1 2 200% Labor + Worker 88 - 54 88 148% Total 102 - 65 102 100%
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 84 QUARTERLY PROGRESS REPORT
Package CW1C: Southern Approach to Cao Lanh Bridge Up to Percent This Actual up Target date Contractor/ previous OCS completed Description Quarter to date for subcontractor Quarter (%) completion 1 2 3 4=1+2 5=4/3
Project Manager 1 - 1 1 100%
Vice Project Manager 1 - 1 1 100% Quality Control Manager 1 - 1 1 100% Geographical or Foundation 2 - 2 2 100% Engineer Bridge Engineer 1 - 1 1 100% Material Manager 4 - 4 4 100% CONTRACTOR + LABORATORY Road Engineer 1 - 1 1 100% Quantity/Payment Engineer 3 - 3 4 75% Head of Laboratory 1 - 1 2 50% Environmental Officer 1 - 1 1 100% Safety Officer 1 - 1 1 100% Survey Engineer 2 - 2 2 100% Test Engineer 2 - 2 2 100% Workers 21 - 21 23 91% Total 42 0 42 46 110%
Package CW2AB: Interconnecting Road between Cao Lanh Bridge and Vam Cong Bridge Up to This Actual up Percent Target date Contractor/ previous OCS Description Quarter to date completed (%) for subcontractor Quarter completion 1 2 3 4=1+2 5=4/3 Project Manager 1 0 1 1 100% De. Project Manager 1 0 1 1 100% Bridge Engineer/ Assistant (Ass.) 2 0 2 2 100% QS engineer 3 0 3 3 100% QC engineer 3 2 3 3 100% Surveyor 3 0 3 3 100% MAIN Geotechnical or Foundation 1 0 2 1 200% C0NTRACTOR Engineer (Ass.)
Material Engineer/ Ass. 2 0 2 2 100% Site engineers 6 0 6 6 100% officer 6 3 6 6 100% Safety engineers 1 0 2 1 200% Environmental engineer 1 0 1 1 100% Sub total 1 30 0 32 30 107% Engineer 48 0 50 48 104% SUB Worker 179 70 250 249 100% C0NTRACTORS Sub total 2 227 70 300 297 100% Total 254 70 332 327 95%
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 85 QUARTERLY PROGRESS REPORT
Package CW2C: Interconnecting Road between Cao Lanh Bridge and Vam Cong Bridge (Km18+200 – Km23+450)
Up to Percent This Actual up Target date Contractor/ previous OCS completed Description Quarter to date for subcontractor Quarter (%) completion 1 2 3 4=1+2 5=4/3 Project Manager 1 1 1 100.00% De. Project Manager 3 2 3 66.67% Bridge engineer 7 5 7 71.43% Geotechnical/ Foundation 1 0 2 1 200.00% Engineer Material Engineer/ Laboratory 1 0 0 1 0% manager QC Manager 2 1 2 50.00% Road engineer 1 1 1 100.00% MAIN PROJECT MANAGEMENT QS engineer 7 5 7 71.43% BOARD Office staff 2 2 2 100.00%
Surveyor engineer 6 6 6 100.00% Safety engineers 4 3 4 75.00% Environmental engineer 1 1 1 100.00% Head of Laboratory 1 0 1 0.00% Site engineers 1 2 1 200.00% Site Manager 4 4 4 100.00% Design engineer 5 5 5 100.00% Sub total 1 47 0 40 47 117.50% Skilled Worker for bridge 185 268 185 69.03% construction Skilled Worker for road JV MEMBERS 61 61 4 212 65 construction Sub total 2 246 4 480 250 52.08% Total 293 4 520 297 57.12%
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ANNEX 4-5: CONTRACTOR’S PLANT AND EQUIPMENT
Package CW1A: Northern Approach to Cao Lanh Bridge Up to Actual Percent Planned This Contractor/ previous OCS up to complet date of Equipment Details Quarter subcontractor Quarter date ed (%) completi 1 2 3 4=1+2 5=4/3 on Kobelco Excavator 3 - 2 3 150% SK220 Crane 3 - 2 3 150% Komatsu Bulldozer 2 - 2 2 D30T15 100% XCMG Roller 1 - 1 1 100% XS142J HOANG AN Barge 2 - 1 2 200% Mix truck 5 - 5 5 100% Shovel Excavator 1 - 0 1 Substation 2 - 2 2 100% Concrete batching 3 - 2 3 Plant 150% PVD machine 1 - 1 1 100% Crane 4 - 3 4 133% Mix truck 5 - 5 5 100% Excavator Sumitomo 0,5 3 - 3 3 100% TUAN LOC Shovel Excavator 1 - 0 1 Substation 2 - 2 2 100% Concrete batching 3 - 2 3 150% Plant Excavator Hitachi 07 1 1 2 2 100% Komatsu Bulldozer 4 (3) 1 1 100% D30T15 Roller Liugong 5 (3) 2 2 100% THANG LONG Barge 3 (1) 1 2 200% Mix truck 2 - 2 2 100% Kobelco Excavator 3 - 2 3 150% SK220
Package CW1B: Cao Lanh Bridge Up to Actual Percent This Planned Contractor/ previous OCS up to complete Equipment Details Quarter date of subcontractor Quarter date d (%) completion 1 2 3 4=1+2 5=4/3 Mixing Truck 6m3 3 4 3 75% Generator 200KW/250KVA 1 1 1 100% MAIN Loader ZL50CN 1 2 1 50% CONTRACT
OR Cooling system DAKIN60HP 1 1 1 100% Mixing plant HZS90JZ 1 1 1 100% Mixing plant 60m3 1 1 1 100%
SUB- Drilling machine KH180-3 0 0 0 #DIV/0! CONTRACT OR 624 Crane KH180-3 2 2 2 100% Barge Minh Phong 1 1 1 100%
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 87 QUARTERLY PROGRESS REPORT
Excavator Kobelco SK220 1 1 1 100% Mixed Truck Truong Hai 1 1 1 100% D1500 bored pile Bentonite Tank 0 0 0 complete d Generator Denyo 1 1 1 100% IHI-IPD100 Other 1 1 1 100% KOBELCC Bauer680, RCD S500 Drilling machine 1 - 2 1 50% & S600. Dek631，QY25E, Crane KOBELCO 7055, HITACHI-KH180 3 - 5 3 60% Barge 650T 3 3 3 100%
Excavator Komatsu PC200 1 - 2 1 50%
Batching plant 60m3/h 2 - 2 2 100% Batching plant 90m3/h 1 - 1 1 100% SUB- Loader XCMG LW300F 1 - 2 1 50% CONTRACT OR Mixed Truck Kamaz 6 6 6 100% BRIDGE 12 Bentonite Tank 30m3 3 - 3 3 100%
Generator 175/250Kw 1 - 3 1 33% Gantry Crane 1 - 1 1 100% Auto-climbing VITRAVICO 1 - 1 1 100% formwork Tower Crane Dahan DH 7027 2 - 2 2 100% Hoist VPV 100N 1 - 1 1 100% Other (Bulldozer) 0 - 2 0 0% Ruler vibrator 2 2 2 100% Spud vibrator 4 2 4 200% Pump 6 4 6 150%
Drilling machine Soilimeco R625 0 0 0%
SUB- CONTRACT Crane Sumitomo 307 0 0 0% OR SONG Excavator Huyndai HX80 0 0 0% DA THANG
LONG Bentonite Tank 3 3 3 100% Generator Mitsubishi-Japan 1 1 1 100%
Other Crane PUYUINGY25 0 Excavator Kobelco SK07 01 01 01 100% HOANG HAI Bulldozer Komatsu PC200 02 02 02 200% JSC Roller LiuGong-CLG614 01 01 01 100% Sewing machine HV-T01 - - - - Gradienter Leica Jogger 24 - - - -
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 88 QUARTERLY PROGRESS REPORT
Tachometer Nikon Tx02 - - PVD - - - - SD - - - - Drilling machine Hitachi DCH 1000 0 0 0 - Drilling machine Kobelco 1000 0 0 0 - IHI CCH 2000, HITACHI KH150-3, Service crane 2 4 2 50% SUMITOMO LS120RHD Excavator Kobelco 0.7m3 0 2 0 0% TUAN LOC Generator 1 4 1 25% COMPANY Vibrating hammer 60KVA, 90KVA 2 4 2 50% Mixing plant On floating 1 2 1 100% Barge 4 5 4 80% Pump 2 4 2 50% Concrete Pump 2 3 2 66.7% Bentonite tank Auto-climbing 1 1 1 100%
formwork
Package CW1C: Southern Approach to Cao Lanh Bridge
Up to Percent This Actual up Contractor/ previous OCS completed Planned date Equipment Details Quarter to date subcontractor Quarter (%) of completion 1 2 3 4=1+2 5=4/3 Cement Concrete Mixing 60m3/h 1 0 1 1 100% Plant Wheel Loader 2,3m3 1 0 1 1 100% Crane 35-55T 3 -1 1 2 200% Drilling Machine (D1500) 1,5m 0 2 2 2 100% DAT PHUONG Concrete Pump 100m3/h 0 2 1 2 200% Mix Truck 6m3 2 2 2 4 200% Gantry Crane For Casting 100T 0 2 1 2 200% Yard Crane for Launching Beam 100T 0 2 1 2 200% PVD 30 m 0 2 1 2 200% SD 35 m 0 2 1 2 200% Bulldozer 140 HP 1 1 2 2 100% Motor Grader 105 KW 0 1 1 1 100% Excavator 1,25-2m3 1 1 2 2 100% Truck 10-13T 0 4 1 4 400% TRANIMEXCO Pumping sand machine 1 1 2 2 100% Vibrating roller 4 -2 3 2 67% Tyred Roller 0 2 1 2 200% Asphalt hot mix plant 40TPH 0 1 1 1 100% Aggregate Spreader 50-60m3/h 0 1 1 1 100% Asphalt Spreader 9m 0 1 1 1 100%
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 89 QUARTERLY PROGRESS REPORT
Package CW2AB: Interconnecting Road between Cao Lanh Bridge and Vam Cong Bridge Up to Actual Percent This Contractor/ previous OCS up to completed Planned date Equipment Details Quarter subcontractor Quarter date (%) of completion 1 2 3 4=1+2 5=4/3 Cement Concrete Batching Plant 4 0 4 4 100% - - ≥ 30 m3/h Bulldozer ≥ 110 HP - 5 0 32 5 16% - Excavator ≥ 0.8 m3 - 20 0 26 20 77% - Dump Truck ≥ 12 t - 0 0 30 0 0 - Macadam Spreader - 0 0 16 0 0 - Motor Grader ≥108CV - 4 0 9 4 44% Steel Wheel Roller ≥ 12 t - 8 0 56 8 14% - Water Tank Truck ≥ 5 m3 - 0 0 6 0 0 - Concrete Mix Truck ≥ 6 m3 - 10 0 11 10 91% - PVD Machine - 7 -5 8 2 25% - SD Machine - 5 -3 11 2 18% - Excavator ≥ 1.25 m3 - 0 0 8 0 0 - MAIN Vibrating Roller ≥ 10 t - 0 0 32 0 0 - CONTRACTOR 0 0 2 0 0 - Hot Mixing Asphalt Plant ≥ 120 - + SUB- ton/h CONTRACTOR Vacuum Pump & Generator - 4 0 12 4 33% - Concrete Pump Truck ≥60 m3/h - 4 0 7 4 57% - Concrete Mix Truck - 10 0 11 10 91% - Bored Pile Drilling Machine - 9 0 11 9 82% - Launching Girder Frame - 1 0 6 1 17% - Pile Driving Machine - 1 0 9 1 11% - Crane ≥ 25 ton - 11 0 16 11 69% - Unit Truck Crane 4 0 4 4 100% Trailer (For transporting Girder) 2 0 2 2 100% Asphalt Paver Finisher ≥ 4.2 m 0 0 0 Rubber Tire Roller ≥ 15 t 0 0 0 Barges ( For transporting Sand 0 0 0
Material ) Total 109 -8 329 101 31% -
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 90 QUARTERLY PROGRESS REPORT
Package CW2C: Interconnecting Road between Cao Lanh Bridge and Vam Cong Bridge
Up to previous Quarter THIS Quarter Actual up to date Percent Target No Machinery & Equipment Unit OCS (%) completion PT QT AG TL PT QT AG TL PT QT AG TL I Equipment for Bridge construction 1 Bored pile equipment D1,5m set 1 2 2 1 0 0 0 0 1 2 2 1 2 300.00% 2 Concrete Batching Plant nos 1 2 0 0 0 0 0 0 1 2 0 0 2 150.00% 3 Front Loader nos 1 2 0 0 0 0 0 0 1 2 0 0 4 75.00% 4 Barge ≥ 250T nos 1 1 0 0 0 0 0 0 1 1 0 0 1 200.00% 5 Crawler or Mobile Cranes nos 3 3 2 0 0 0 0 0 3 3 2 0 3 266.67% 6 Vibration hammer machine nos 2 1 1 1 0 0 0 0 2 1 1 1 3 166.67% 7 Mono Hydraulic Jack ≥24T set 2 2 2 2 0 0 0 0 2 2 2 2 5 160.00% 8 Formwork of Voided Slab Girder set 0 0 2 0 0 0 0 0 0 0 2 0 4 50.00% 9 Gantry Crane 100T set 1 1 1 0 0 0 0 0 1 1 1 0 5 60.00% 10 Transformer Station ≥250KVA nos 2 1 1 0 0 0 0 0 2 1 1 0 3 133.33% 11 Mixer nos 4 5 0 0 0 0 0 0 4 5 0 0 8 112.50% Total I nos 18 20 11 4 0 0 0 0 18 20 11 4 40 132.50% II Equipment for Road construction 1 PVD installation rig ≥ 30m nos 1 1 1 1 0 0 0 0 1 1 1 1 2 200.00% 2 Sand drain rig ≥35m nos 2 1 2 1 0 0 0 0 2 1 2 1 2 300.00% 3 VCM equipment set 1 0 0 0 0 0 0 0 1 0 0 0 1 100.00% 4 Bulldozer nos 1 1 2 1 0 0 0 0 1 1 2 1 3 166.67% 5 Excavator nos 2 2 5 2 0 0 0 0 2 2 5 2 6 183.33% 6 Vibrating roller nos 2 2 2 1 0 0 0 0 2 2 2 1 4 175.00% Total II 9 7 12 6 0 0 0 0 9 7 12 6 18 188.89%
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 91 QUARTERLY PROGRESS REPORT
ANNEX 4-6: SOURCE MATERIAL APPROVALS
Package CW1A: Northern Approach to Cao Lanh Bridge No. ITEM SOURCE TO BE USED FOR REMARK Pomina grade 60; Hoa Phat steel 1 Steel reinforcement Concrete structure Approved (CB500V) 2 Sonic Pipe T190 Concrete structure Approved Sika visco-3000M-20, Sikaplast 257 Concrete structure Approved 3 Admixture Mighty 3000-PC2 Concrete structure Approved Mighty 3000-RC Concrete structure Approved 4 Portland Cement Holcim, HaTien, Nghi Son PCB40 Concrete structure Approved Truong Thinh, Nam Toan Thang, TECO- 5 Bentonite Bored Pile Approved API 6 Coarse Aggregate Ba Ria - Vung Tau Concrete structure Approved 7 Fine Aggregate Tan Chau -An Giang province Concrete structure Approved Tap water, Living water Concrete structure Approved 8 Water source Well water at Trung Liem batching plant Concrete structure Approved 9 Embankment material (VL K95) Tien Giang source Embankment construction Approved ART, VNT Viet Nam, DJL 20, GET 20; Ficon Miltec (A5, A7), DML20 from 10 Geotextile fabric and PVD Embankment construction Approved Daeyoun Geotech, VID DRAIN 75 PVD from ART, VID DRAIN 4.0 from ART 11 Cohesive slope material On site Embankment construction Approved Steel plate for permanent casing 12 Tangshan Yanshan Iron Steel Co.Ltd. Concrete structure Approved and connection box 13 Pipe culvert Hung Vuong Construction Ltd Pipe culvert Approved ESCO Ltd. Korea, BRC Rubber Mechanical 14 Bridge bearing Bridge bearing Approved Joint Stock Company(Viet Nam), Taiwan- Pillar pot bearing Quy Chau factory (China); Dong-IL factory; 15 Pc Strand (15.24 ; 15.27 ; 15.7) Used for Bridge Approved Kiswire (Malaysia), Siam (Thailand) QVM Hangzhou Zhemao(China), Guangxi 16 Anchorage Used for Bridge Approved Liugong Group Rubber Bearing - Pot Bearing - Deakyoung (Korea); Vinh Hung (Viet 17 Used for Bridge Approved Expansion Joint Nam); Kawakin (Vietnam) 18 Elastomeric bearing BRC rubber mechanical corporation Used for Bridge Approved 19 HDPE pipe Truong Phat Company Soft soil treament Approved 20 Crushed sand Antraco _Angiang Concrete Approved 21 Coarse Aggregate BBC (Binh Duong) Concrete Approved TangShan YanShan Iron Steel Co.Ltd 22 Bearing Steel Plate Used for Super T girder Approved China
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 92 QUARTERLY PROGRESS REPORT
Package CW1B: Cao Lanh Cable-stayed Bridge
No. ITEM SOURCE TO BE USED FOR REMARK 1 Steel reinforcement Vinakyoei, Pomina, Hoa Phat Concrete structure Approved 2 Sonic Pipe T190; Hoa Phat Concrete structure Approved 3 U bolt Hieu Hung, Song Da-Hoa Phát Bored Pile Approved 4 Coupler Vinakuoei, Lien Luc,Song Da-Hoa Phát Bored Pile Approved Sikamen NN, Sikaplat 257, Approved 5 Admixture Concrete structure Basf ,Mighty, Basf 8713 (C50) Approved 6 Portland Cement Nghi Son, Holcim, But Son, HaTien Concrete structure Approved Truong Thinh, Viet Long, A-Ben-C Approved 7 Bentonite Bored Pile Indian, Australia Approved BBC, Vung tau Approved 8 Coarse Aggregate Concrete structure Antraco Approved Dong nai & Tan Chau -An Giang province Approved Concrete structure Co To An Giang province Approved 9 Fine Aggregate Waiting for testing Antraco An Giamg Concrete structure – source result Deep well ,water Processing factory for Approved north side 10 Water source Concrete structure Deep well ,water Processing factory for Approved south side Embankment material (VL Embankment 11 Tien Giang source Approved K95) construction Embankment 12 Geotextile fabric and PVD VNT Viet Nam; Fotai Taiwan Approved construction 13 Permanent casing D2500 Nippon sumakin Viet Nam Bored Pile (D2500) Approved Guizhou Wire Rope (China) Pylon, Tie-down Pier, Approved Superstructure of main Siam (Thailand) Approved 14 PC strand (15.24 & 15.27) Bridge Kiswire (Korea), Kiswire( Malaysia) Waiting for testing Prestressed concrete (15.7mm) source result QVM Hangzhou (China), Approved Freyssinet (France) The related document has 15 Anchorage Deck of Main Bridge been submitted, XinJin Teng Zhong Transportation the engineer has Construction Cooperation (China), Liuhou comment and need VLM Pretressing (China) to visit factory, take samples & test
Rubber Bearing and Pot Mageba (Switzerland), Waiting for testing 16 Bearing Bearing: Kawakin (Japan) source result
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 93 QUARTERLY PROGRESS REPORT
Mechanical pot bearing-Freyssinet (France) Elastomeric Bearing and Mechanical Approach bridges Approved (Seoul - Korea)
Mageba (Switzerland) Waiting for testing 17 Bridge expansion joint Expansion CIPEC Freyssinet (France) source result Macadam for Base & Subbase Waiting for testing 18 Bien Hoa Base & Subcase Filling source result Steel Plate for Permanent 19 JIANGSU SHAGANG GROUP Bored Pile Approved casing D1500 Steel Plate for Permanent 20 NIPPON STEEL & SUMIKIN Bored Pile Approved casing D2500 21 Geotextile fabric and PVD THAI CHAU TMPORT-EXPORT CO.,LTD Roadbed Approved 22 Current cohesive slope North side and south side Embankment Approved 23 Non- shrink grout, type A Sika grout 214-11 Bearing pad Approved Lightning rod, Lightning 24 conductor, and Earth electrode Viet Nam, Turker Lightning protection Approved for lightning Long Ngoc Phu Producing Trading To cover pre-stress Waiting for testing 25 Ducts Company Limited cable source result Waiting for testing 26 Anchorage and damper Freyssinet products Stay cable system source result Waiting for testing 27 Stay cable ARCELORMITTAL Stay cable system source result Waiting for testing 28 HDPE tube SOTRA-SPEREF, DYKA PLASTIC Stay cable system source result Waiting for testing Germany, Singapore Pylon source result 29 PC bars D36, D47, D57, D65 Sas Asia Bar Systems Pte. LTD Waiting for testing (Germany) Pylon tower source BBV Systems Co. LTD (Thailand) 30 Stayed cable Kiswire (Malaisia) Main bridge Accepted source 31 Formwork tube and steel plate SHIJIAZHUANG HONGLIJIA(China) Stayed cable Accepted source 32 Elastomeric Bearing Unison (Korea) Main bridges Waiting INNER MONGOLIA BAOTOU STEEL 33 Steel plate Super T girder Waiting UNION Co. Ltd (China) Minmetals Yingkou Medium Plate Co. , Drainage System and Ltd. Manufacturer: Le Minh Construction Bridge Drainage System 34 Waiting Galvanized Dowel One Member Co., Ltd., -Manufacturer: The and pier head First Chemical Plastic Co., Ltd. Thanh Loc Mechanical Manufacture Co., 35 Ladder inside Pylon Pylon tower Waiting Ltd Protection of 36 Sika Sikadure 732 Waiting Prestressing
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Anchorages Traveler Fahrication Manufacturer Hieu 37 Material source Traveler Fahrication Accepted source Hung
38 Material source Ladder and cable tray Lighting power system Accepted source
Minmetals Yingkou Medium Plate Co. , 39 Material source Ltd. Manufacturer: Le Minh Construction Drainage system Accepted source One Member Co., Ltd., -Manufacturer
Package CW1C: Southern Approach to Cao Lanh Bridge No. ITEM SOURCE TO BE USED FOR REMARK 1 Steel reinforcement Pomina, Vina Kyoei, Hoa Phat Concrete structures Approved 2 Sonic Pipe No190, Hoa Phat Concrete structures Approved 3 U bolt Hieu Hung Bored Piles Approved Sikaplat 257, Sika NN Approved Concrete structures 4 Admixture Mighty Approved Grace Mira 188, Basf Bored piles Approved 5 Portland Cement Holcim, HaTien, Nghi Son Concrete structures Approved
Truong Thinh, Viet Long Approved Bentonite Bored Piles 6 Indian, Australia Approved Ba Ria-Vung Tau, BBC Binh 7 Coarse Aggregate Concrete structures Approved Duong Tan Chau An Giang province, 8 Fine Aggregate, CSB – Concrete structures Approved Dong Nai 9 Water source Tap Water, Deep well water Concrete structures Approved 10 Embankment material (VL K95) Tien Giang source Embankment construction Approved VNT Viet Nam, ART, DML20, GET 11 Geotextile fabric and PVD 20, VID 75, VID 65, PP25, Fonta Embankment construction Approved VN
12 Coarse sand blanket Tan Chau –An Giang province Soft soil treatment Approved 13 HDPE pipe Tan Tien Soft soil treatment Approved 14 Coupler Tran Huy Concrete Structure Approved 15 PC strand SIAM (Thailand) Concrete Structure Approved Kien Kiet, BRC, Pillar-Taiwan, 16 Elastomeric bearing Concrete Structure Approved Samil-Tech (Korea), BRC 17 Pot bearing Pillar (Taiwan), Samil (Korea) Concrete Structure Approved
18 Slope Protection Local Soil Road Works Approved
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Package CW2AB: Interconnecting road between Cao Lanh and Vam Cong Bridges No. ITEM SOURCE TO BE USED FOR REMARK High strength Woven Geo-textile 1 Daejung Company Limited (DJL Korea) Soft soil treatment Approved 200/50kN/m – High strength Woven- Geotextile 2 Deayoun Geotech Co., Ltd -Korea Soft soil treatment Approved DML20-Korea High Strength Woven Geotextile 3 – Viet Nam geotextile joint Stock company Soft soil treatment Approved GET20 Dong Phuong Company Limited(PP - Viet 4 Woven Geo-textile 25kN/m Soft soil treatment Approved Nam) TencateGeosynthetics Asia Sdn. BHD (SP 5 Non-woven Geo-textile 12kN/m Soft soil treatment Approved 34 Tencate – Malaysia) VNT Investment and Trading Joint Stock 6 Non-Woven- Geotextile VNT24 Soft soil treatment Approved company (Viet Nam). 7 Non-Woven- Geotextile ARITEX12 Viet Nam geotextile joint Stock company Soft soil treatment Approved 8 HDPE pipe for horizontal ditch Ba An Joint Stock Company Soft soil treatment Approved 9 PVD-VD55R-C SPE-VINA Co., Ltd Soft soil treatment Approved Soft soil treatment 10 PVD-VD70R-C SPE-VINA Co., Ltd Approved with VCM Soft soil treatment 11 VID RID 4.0 Viet Nam geotextile joint Stock company Approved with VCM Yansheng City Hengsheng plastic Product Soft soil treatment 12 Airtight Geo-membrane (Airtight Sheet) Approved Co. Ltd - China with VCM The geotextile for covering the Filtration Yansheng City Hengsheng plastic Product Soft soil treatment 13 Approved Pipe D50 Co. Ltd - China with VCM Road soft soil 14 Plastic Pipe D75 Binh Minh Joint stock company Approved treatment for VCM 15 Steel reinforcement Pomina, Vina Kyoei, Hoa Phat Concrete structure Approved Siam (12.7mm, 15.24mm) - Thailand Concrete structure Approved 16 PC strand Kiswire (12.7mm, 15.24mm) - Malaysia Concrete structure Approved Dong ILL (12.7mm) - Korea Concrete structure Approved 17 U bolt Cuong Dung Company Concrete structure Approved Sonic Tube (T190 steel pipes Co.,ltd) Concrete structure Approved 18 Sonic pipe Sonic Tube D114.3/107.3 (Hoa Phat) Concrete structure Approved Tangshan yanshan Iron & steel Co., 19 Steel plate for precasting concrete pile Concrete structure Approved Ltd(China) 20 Portland Cement Holcim, Nghi Son, Ha Tien Concrete structure Approved 21 Coarse Aggregate Ba Ria - Vung Tau Concrete structure Approved 22 Fine Aggregate Tan Chau - An Giang Concrete structure Approved Embankment 23 Black sand TienGiang River Approved construction Embankment Phu Tan An Giang Approved Sand for Coarse Sand Blanket (CSB) & – construction 24 Sand Drain (SD) Embankment Tan Chau medium sand source Approved construction Sikament NN, Sika intraplast Z-HV Concrete structure Approved Mighty 3000 RC, Mighty 3000 PC2 Concrete structure Approved 25 Admixtures Sikaplast 257, Sikament Visconcrete 3000- Concrete structure Approved 20M 26 Water for concrete and curing Tap water & Drilled The Water Well Concrete structure Approved TECO-API BENTONITE POWDER, 27 Bentonite Concrete structure Approved POWDER Indian
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Package CW2C: Interconnecting road between Cao Lanh Bridge and Vam Cong Bridges No. ITEM SOURCE/ SUPPLIER TO BE USED FOR REMARK 1 Steel reinforcement Pomina, Vinakyoei Concrete Structure Approved Siam_Thailan (15.24), Dong ILL_Korea (15.24), Hunan _China 2 PC strand Concrete Structure Approved (15.24) 3 Duct Pipe Long Ngoc Phu Concrete Structure Approved Batching plant No.1 (Phuong Thanh), Batching plant No.2 4 Concrete Concrete Structure Approved (Quyet Tien) Batching plant No.3 (Quyet Tien) 5 Portland Cement Holcim, HaTien, Nghi Son Concrete Structure Approved 6 Coarse Aggregate BBC - Vung tau, Atraco - An Giang Concrete Structure Approved 7 Fine Aggregate Tan Chau (E=2.3-3.1)-An Giang Concrete Structure Approved SikaPlast 257,Viscincrete 3000-20M, Sikament NN, Intraplast Z- Concrete Structure Approved HV 8 Admixture Mighty 3000RC, 3000PC2 Concrete Structure Approved BaSF Master Glenium Sky 8735BaSF, Master Glenium Sky 8713 Concrete Structure Approved 9 Water Tap Water, drilled well water Concrete Structure Approved 10 Pot Bearing Kawakin Core-Tech Co.,Ltd (Japan) Bridges Approved 11 Sonic Pipe T190 Bored Pile Approved 12 Ubolt Cuong Dung Company, Le Minh Company Bored Pile Approved Truong Thinh, Viet Long, POWDER API India, TECO - 13 Bentonite – Bored Pile Approved Bentonite API Powder Permanent Casing for bored 14 Jiangsu Shagang Group - China Bored Pile Approved pile D1.5m Embankment material (VL Embankment 15 TienGiang source Approved K95) construction Embankment 16 Base course Antraco - An Giang Approved construction Coarse sand Blanket and 17 Tan Chau -An Giang Soft Soil Treatment Approved Sand Drain FCM A5– FeconMiltec; VID 75 – Aritext Viet Nam Soft Soil Treatment Approved 18 PVD LD70-Sungwoo TM - South Krea Soft Soil Treatment Approved Non woven geotextile ART12– Aritext Viet Nam Soft Soil Treatment Approved Non woven geotextile VN24 - VNT Viet Nam Soft Soil Treatment Approved Separation Woven Geotextile PP25 (25KN)- Fonta Viet Nam Soft Soil Treatment Approved company Commercial investment joint stock company VNT (Nonwoven 19 Geotextile fabric Soft Soil Treatment Approved Geotextile PET15) Commercial investment joint stock company VNT (Nonwoven Soft Soil Treatment Approved Geotextile PET30) Viet Nam Geotextile Joint Stock Company (High Strength Soft Soil Treatment Approved Woven Geotextile GET20) Airtight Sheet - 20 Luoyang three Rainbow High - Techmaterial Equipment Co., Ltd Soft Soil Treatment Approved Geomembrane The Geotextile for covering of 21 Wuxi Chenglong Pipe Co.,Ltd Soft Soil Treatment Approved Filter pipe D50
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 97 QUARTERLY PROGRESS REPORT
ANNEX 4-7: SUMMARY OF MATERIAL TEST RESULTS
Package CW1A Result of Testing in Laboratory This Previous No. Description of tests Cumulative Pass Fail Frequency/ Quantity Period Quarter Concrete compressive strength at 7 days 1 208 368 576 576 0 18 samples/1 Pile with Class C30,C25, C35,C40,C10,C20 Concrete compressive strength at 28 2 days with Class C30,C25, C35, C40, 192 473 665 665 0 18 samples/1 Pile C10, C20 9 samples/1 Mix 3 Sonic grout 70 66 136 136 0 design 4 Testing samples cement on plant 16 42 58 58 0 1 sample/ lot Testing samples fine aggregate on barge 5 9 43 52 52 0 1 sample/ Barge and Coto fine stone Testing samples coarse aggregate on 6 19 44 63 63 0 1 sample/barge barge 7 Testing samples source at the site 0 27 27 27 0 1 sample/Source 8 Reinforcing steel bar 25 111 136 136 0 1 sample/50ton 9 Sonic pipe 2 10 12 12 0 1 sample/delivery 10 Testing samples bentonite at the site 0 68 68 68 0 1 sample/delivery 11 PDA test 21 0 21 21 0 12 Coring and Testing at Pile Base per pile 149 0 149 149 0 13 Sonic test 26 123 149 149 0 1 test/pile 14 Testing sample black sand on barge 55 256 311 311 0 1 test/1000m3 15 Testing sample coarse sand on barge 12 108 120 114 6 1 test/500m3 16 Testing samples water at the site 18 23 41 40 1 1 sample/month 17 Testing sample PC strand 2 7 9 9 0 1 test/20T Testing Soil sloped surface of the 18 2 20 22 22 0 1 test/1000m3 embankment 19 Geotextile none woven 8 32 40 40 0 1 test/10000m2 20 PVD Ficon Miltec (A5, A7) 0 10 10 10 0 1 test/100,000m 21 Steel plate 0 8 8 8 0 1 test/50T 22 Pot bearing 4 0 4 4 0 1 test / 25 each 23 Elastomeric bearing 3 0 3 3 0 1 test / 50 each 24 Bearing Steel Plate for super T 1 0 1 1 0 1 sample/50ton
Results of Concrete Mix Design Tests
Previous Cumulative No. Description of Tests This Period Remarks Quarter Total
1 Concrete Class C30 for D1500 0 16 16 Passed 2 Concrete Class C 30 for pile 45x45 cm 0 1 1 Passed 3 Concrete Class C50 for super T girder, precast girder 0 6 6 Passed 4 Concrete Class C20 for other item 0 6 6 Passed 5 Concrete Class C10 for Blinding concrete 0 4 4 Passed 6 Concrete Class C35 for other item 0 4 4 Passed 7 Concrete Class C25 for other item 0 4 4 Passed 8 Concrete Class C40 for other item 0 3 3 Passed 9 Concrete Class C30 for other item,using crushed sand 3 0 3 Passed
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Antraco Concrete Class C10 for Blinding concrete, using Passed 10 3 0 3 crushed sand Antraco Concrete Class C35 for other item ,using crushed sand Passed 11 3 0 3 Antraco Concrete Class C25 for other item, using crushed sand Passed 12 3 0 3 Antraco Concrete Class C40 for other item, using crushed sand Passed 13 3 0 3 Antraco
Package CW1B Result of Testing in Laboratory
This Previous Frequency/ No. Description of tests Cumulative Pass Fail Period Quarter Quantity Concrete compressive strength at 7 days with 1 102 1815 1917 1916 1 9 samples/1 pile Class C30,C10,C35, C50, C25 Concrete compressive strength at 28 days with 2 129 1770 1899 1899 0 9 samples/1 pile Class C30,C10, C35, C50 3 Testing samples cement on barge 16 215 231 231 0 1 sample/400ton Testing samples fine aggregate on barge and 4 5 173 178 169 9 1 sample/barge Coto fine stone 5 Testing samples coarse aggregate on barge 5 184 189 186 3 1 sample/barge 6 Testing samples source at the site 4 53 57 57 0 1 sample/month 7 Reinforcing steel bar 54 680 734 732 2 1 sample/50ton 8 Sonic pipe 0 63 63 63 0 1 sample/delivery 9 Testing samples bentonite at the site 0 16 16 16 0 1 sample/delivery 10 Koden test 0 48 48 48 0 1 test/pile 11 Sonic test 0 304 304 304 0 1 test/pile 12 Testing sample black sand on barge 0 111 111 111 0 1 test/1000m3 13 Testing sample coarse sand on barge 0 41 41 39 2 1 test/500m3 14 Testing samples water source at the site 5 56 61 56 0 1 sample/month 15 Testing sample PC strand 36 40 76 40 0 1 test/ 20T 16 Testing sample Elastomeric pad bearing 3 12 15 12 0 1 test/50 sets 17 Testing sample pot bearing 0 12 12 12 0 1 test/25 sets 18 Testing sample PC bar D36, D47, D57, D65 0 8 8 8 19 Testing sample pylon’s fromwork tube and 0 2 2 2 0 1 test/25 sets bearing plate
Results of Concrete Mix Design Tests
Previous Cumulative No. Description of Tests This Period Remarks Quarter Total 1 Concrete Class C30 for D1500 0 18 18 Passed 2 Concrete Class C 35 for D2500 0 18 18 Passed 3 Concrete Class C 30 for cap pile and pier 0 16 16 Passed 4 Concrete Class C 50 for Super T 1 7 8 Passed 5 Concrete Class C 35 Crossbeam of Super T 0 5 5 Passed 6 Concrete Class C10 for Blinding Concrete 0 3 3 Passed 7 Concrete Class C40 for pile cap of main bridge 0 3 3 Passed Concrete Class C15 for Supporting, Sign support 8 0 1 1 Passed foundation, Post, Traffic signage, km port, Curb,
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Vehicular guardrail foundation, Slope protection Concrete Class C20 for Sealing concrete, Passed Manhole, catch basin, Ditch, Fence column 9 0 2 2 foundation, Backfill in cable stay bridge pylon guardrail foundation, Slope protection Concrete Class C25 for Precast concrete panel of Passed 10 main bridge, Parapet, Bridge Curbs, guardrail 0 3 3 foundation, Slope protection Concrete Class C60 for blockout of tendon Passed 11 0 1 1 Anchorages
Package CW1C Result of Testing in Laboratory No. Description of test This Period Previous Cumulative Pass Fail Frequency/Quantity Total Concrete compressive strength at 7 days 35 0 9 samples/pile 1 468 468 with Class C50,C35,C30,C25,C15,C10 433 Concrete compressive strength at 28 57 0 9 samples/pile 2 days with Class 837 837 C50,C35,C30,C25,C15,C10 780 3 Sonic grout 0 61 61 61 0 9 samples/Mix design 4 Testing samples cement on plant 4 62 66 66 0 1 sample/ 50T 5 Testing samples fine aggregate on barge 4 38 42 42 0 1 sample/ 200m3 Testing samples coarse aggregate on 4 0 1 sample/350m3 6 39 43 43 barge 7 Testing samples source at the site 24 0 24 24 8 Reinforcing steel bar 3 123 126 126 0 1 sample/50ton 9 Sonic pipe 0 3 3 3 0 1 sample/delivery 10 Testing samples bentonite at the site 0 50 50 50 0 1 sample/delivery 11 Koden test 0 0 0 0 12 Sonic test 0 73 73 73 0 1 test/pile 13 Testing sample black sand on barge 24 215 239 239 0 1 test/1000m3 14 Testing sample coarse sand on barge 0 88 88 88 0 1 test/500m3 15 Testing samples water at the site 2 18 20 19 1 1 sample/month 16 Testing sample PC strand 0 25 25 25 0 1 test/20T Testing Soil sloped surface of the 0 0 1 test/1000m3 17 13 13 13 embankment 18 Geotextile none woven 0 17 17 17 0 1 test/10,000m2 19 PVD VID 75 0 8 8 8 0 1 test/100,000m
Results of Concrete Mix Design Tests
Previous Cumulative Quantity/ No. Description of Test This Period Remarks Total Total Frequency Concrete Class C30 for D1500 1 0 24 24 Passed bored piles Concrete C10, C15, C30, C35 for 2 0 12 12 Passed concrete structures 1 time per new 3 Concrete C50 for Super-T girders 0 1 1 Passed material source Concrete Class C25, C30, C35 for 4 0 3 3 Passed concrete structure Concrete Class C30 for pile 45x45 5 12 0 12 Passed cm
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Package CW2AB Result of Testing in Laboratory
This Previous Cumulat No. Description of test Pass Fail Frequency/ Quantity month Total ive Concrete compressive strength at 7 1 days of class C10,C20, C25, C30, C35, 163 928 1091 1091 5 3 samples/1test C40, C50 Concrete compressive strength at 28 2 days of class C10,C20, C25, C30, 163 892 1055 1055 0 3 samples/1test C35, C40, C50 3 Testing samples cement 4 76 80 80 0 1 sample/ delivery 4 Testing samples fine aggregate 5 52 57 57 0 1 sample/barge 1 sample/barge ( except 5 Testing samples coarse aggregate 5 52 57 57 0 Antraco coarse aggregate 200m3) 6 Reinforcing steel bar 4 117 121 121 1 1 sample/50ton Checking the mill 7 Sonic pipe 0 22 22 22 0 certificate /delivery 8 Testing samples bentonite 0 14 14 14 0 1 sample/ delivery Checking the mill 9 Testing sample U bolt 0 24 24 24 0 certificate /01 delivery 1 sample/ lot/20ton/ 0 22 22 22 0 10 PC strand delivery Testing of black sand for embankment 11 120 806 926 926 1 1 sample/ 1000m3 K95 12 Testing of non woven textile (12KN) 0 49 49 49 0 1 sample/10000m2 13 Testing of Normal PVD 0 14 14 14 0 1 sample/100000m 14 Testing of VCM-PVD 1 564 565 565 0 1 sample/10000m 15 Sand for drain layer and sand well 0 262 262 262 9 1 sample/500m3 High strength woven Geotextile 16 4 47 51 51 0 1 sample/10000m2 200/50KN
Result of Concrete Mix Design Test This Previous Frequency/ No. Description of test Cumulative Pass Fail month Total Quantity Concrete compressive strength at 7 1 days of class C10,C20, C25, C30, C35, 0 80 80 80 0 3 samples/test C40, C50 Concrete compressive strength at 28 2 days of class C10,C20, C25, C30, 8 72 80 80 0 3 samples/test C35, C40, C50 3 Sonic pipes Mortar 07 days 0 2 2 2 0 3 samples/test 4 Sonic pipes Mortar 28 days 0 2 2 2 0 3 samples/test
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Package CW2C Result of Testing in Laboratory This Previous Cumulative No. Description of Test Pass Fail Quantity/ Frequency month Total Total Concrete compressive strength at 7 65 539 604 603 1 1 days of class C10,C20, C25, C30, 3 samples/1test C35, C40, C50 Concrete compressive strength at 28 90 482 572 571 1 2 days of class C10,C20, C25, C30, 3 samples/1test C35, C40, C50 3 Testing samples cement 10 203 213 213 0 1 sample/ delivery 4 Testing samples fine aggregate 11 139 150 150 0 1 sample/barge 20 139 159 159 0 1 sample/barge ( except Antraco 5 Testing samples coarse aggregate coarse aggregate 200m3) 6 Reinforcing steel bar 2 128 130 130 0 1 sample/50ton Checking the mill 7 Sonic pipe 0 12 12 12 0 certificate /delivery 8 Testing samples bentonite 0 9 9 8 0 1 sample/delivery 1 set of samples/ 9 Testing sample U bolt 0 15 15 15 0 delivery 2 19 21 21 0 1 sample/ lot/20ton/ 10 PC strand delivery Testing of black sand for embankment 38 513 551 551 0 11 1 sample/ 1000m3 K95 12 Testing of non woven textile (12KN) 0 30 30 30 0 1 sample/10000m2 13 Testing of normal PVD 0 10 10 10 0 1 sample/100000m 14 Testing of VCM-PVD 0 26 26 26 0 1 sample/10000m Coarse Sand Blanket (CSB), Sand 0 250 250 250 0 15 1 sample/500m drain (SD) Non woven Geotextile PET 15 (for 0 2 2 2 0 16 1 sample/10000m2 VCM) Non woven Geotextile PET 30 (for 0 1 1 1 0 17 1 sample/10000m2 VCM) 18 High strength woven Geotextile 0 30 30 30 0 1 sample/10000m2
Result of Concrete Mix Design Test
This Previous No. Description of test Cumulative Pass Fail Frequency/ Quantity month Total Concrete compressive strength at 7 days of 1 60 60 60 0 3 samples/test class C10,C20, C25, C30, C35, C40, C50 Concrete compressive strength at 28 days 2 60 60 60 0 3 samples/test of class C10,C20, C25, C30, C35, C40, C50 3 Sonic pipes Mortar 07 days 0 1 1 1 0 3 samples/test 4 Sonic pipes Mortar 28 days 0 1 1 1 0 3 samples/test 5 Grout for Duct 07 days 0 1 1 1 0 3 samples/test 6 Grout for Duct 28 days 0 1 1 1 0 3 samples/test
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 102 QUARTERLY PROGRESS REPORT
ANNEX 4-8: PLAN FOR NEXT QUARTER The action plan for the anticipated Work in the next Quarter is described here below.
Package CW1A: Northern Approach to Cao Lanh Bridge Sep-16 Oct-16 Nov-16 Bill No. Description Unit Unit Price (VND) Amount Amount Amount
Q’ty (B.VND) Q’ty (B.VND) Q’ty (B.VND) 01100-07 Maintenance and Protection of Waterway Traffic LS 7,500,000,000 0.03 0.26 0.03 0.26 0.03 0.26 01200-06 Provision & Maintenance of Temporary Engineer’s Site Office Type 2 Month 7,000,000 1.00 0.01 1.00 0.01 1.00 0.01 01200-07 Provision and Maintenance of the Engineer’s Laboratory Office Month 7,000,000 1.00 0.01 1.00 0.01 1.00 0.01 01200-10 Payment of Phone Charges and Repairs Phone Months 1,000,000 5.00 0.01 5.00 0.01 5.00 0.01 01200-13 Maintenance of 4WD Vehicle Vehicle Months 20,000,000 1.00 0.02 1.00 0.02 1.00 0.02 01200-14a Maintenance of Motor Bike Cycle Months 100,000 5.29 0.00 5.29 0.00 5.29 0.00 01200-15 Provision & Maintenance of Boat Type 2 Boat Months 38,181,818 1.00 0.04 1.00 0.04 1.00 0.04 01300-02 Environmental monitoring (internal monitoring) and reporting LS 500,000,000 0.03 0.01 0.03 0.01 0.03 0.01 03400-01 Embankment construction from Borrow m3 158,904 28,899.20 4.59 12,586.22 2.00 12,586.22 2.00 03500-10 Monitoring/Reading/Reporting for all instruments Months 11,634,793 1.00 0.01 1.00 0.01 1.00 0.01 03500-12 High Strength Geotextile 200kN/m / 50kN/m woven (Type 2) m2 44,747 38,965.63 1.74 38,965.63 1.74 - - 03500-13 Separation Geotextile (25kN/m woven) (Type 3) m2 33,089 - - 18,022.73 0.60 15,018.94 0.50 05100-02 Aggregate Base m3 458,155 - - - - 2,078.81 0.95 05100-03 Aggregate Levelling Course m3 465,613 - - - - 37.78 0.02 07100-04 Concrete Class C35 MPa m3 2,708,361 - - - - 155.09 0.42 07100-06 Concrete Class C30 MPa m3 5,462,907 872.10 4.76 872.10 4.76 1,238.21 6.76 07100-07 Concrete Class C25 MPa m3 4,029,119 119.26 0.48 178.90 0.72 178.90 0.72 07100-08 Concrete Class C20 MPa m3 2,286,009 252.74 0.58 126.37 0.29 - - 07100-09 Concrete Class C10 MPa m3 1,482,399 48.92 0.07 24.46 0.04 24.46 0.04 07200-01 Driven Precast Piles (300 mm x 300 mm) m 1,125,088 - - 4,238.38 4.77 - - 07200-04 Driven Precast Piles (450 mm x 450 mm) m 3,226,896 2,124.90 6.86 2,124.90 6.86 2,124.90 6.86 07300-05 Bored Pile 1,500 mm diameter m 15,596,102 - - 448.00 6.99 384.71 6.00 07300-21 Coring and Testing at Pile Base per pile each 8,064,509 - - 8.00 0.06 - - 07300-22 Cross Hole Sonic Logging per pile each 5,760,363 - - 8.00 0.05 - - 07350-04 Pile Dynamic Test for Bored Pile (Dia. 1,500mm) each 69,124,360 - - 1.00 0.07 - - 07400-01 Sheet Piled Revetment Wall m2 1,811,737 - - - - 418.32 0.76 07400-02 Capping Beam to Sheet Piled Revetment Wall m 3,923,766 - - - - 28.00 0.11 07450-01 Super T Girder L=38.10 - 38.30 m (all Types) each 382,275,322 10.00 3.82 5.00 1.91 10.00 3.82 07450-03 Super T Girder L=28.70 m (all Types) each 293,170,288 - - - - 11.00 3.22 07450-04 Super T Girder L=26.30 m (all Types) each 242,909,147 - - 5.00 1.21 - - 07450-06 Voided Slab Girder - L=24 m each 264,235,186 20.00 5.28 - - 20.00 5.28 07500-01 Reinforcing Steel kg 21,710 124,954.25 2.71 124,954.25 2.71 154,600.57 3.36 Total 31.27 35.14 41.18
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Package CW1B: Cao Lanh Bridge Project Unit Price Sep-16 Oct-16 Nov-16 Pay Item Description Unit Amount Amount Amount (VND) Q’ty (B.VND) Q’ty (B.VND) Q’ty (B.VND) 01100-05 Provision and Maintenance of Laboratory and Equipment LS 8,769,212,652 0.01 0.10 0.01 0.10 0.01 0.10 01200-04 Provision & Maintenance of Engineer’s HCMC Liaison Office Month 23,076,882 1.00 0.02 1.00 0.02 1.00 0.02 01200-05 Provision & Maintenance of Temporary Engineer’s Site Office Type Month 41,538,387 1.00 0.04 1.00 0.04 1.00 0.04 1 01200-07 Provision and Maintenance of the Engineer’s Laboratory Office Month 2,769,226 1.00 0.00 1.00 0.00 1.00 0.00 01200-10 Payment of Phone Charges and Repairs Phone Months 1,384,613 10.00 0.01 10.00 0.01 10.00 0.01 01200-13 Maintenance of 4WD Vehicle Vehicle Months 23,076,882 2.00 0.05 2.00 0.05 2.00 0.05 01200-14a Maintenance of Motor Bike Cycle Months 646,153 10.00 0.01 10.00 0.01 10.00 0.01 01200-15 Provision & Maintenance of Boats Months 46,153,763 1.00 0.05 1.00 0.05 1.00 0.05 03210-01 Blinding Crushed Stone m3 379,331 0.00 0.00 1094.00 0.41 0.00 0.00 03400-03 Removal of Surcharge Fill m3 32,890 4139.59 0.14 4139.59 0.14 4139.59 0.14 03400-05 Construction of Subgrade m3 386,468 0.00 0.00 1036.84 0.40 1036.84 0.40 03500-13 Separation Geotextile (25kN/m woven) (Type 3) m2 33,092 4315.28 0.14 0.00 0.00 4315.28 0.14 04100-03 Reinforced Concrete Pipe Culvert, 1.25m diameter m 11,672,257 0.00 0.00 0.00 0.00 10.10 0.12 04200-04 Side Ditch Type A (Earth, trapezoidal with base width 0.5m) m 24,171 0.00 0.00 0.00 0.00 248.70 0.01 04300-04 Apron and Wing Wall, Pipe Culvert, 1.25m diameter each 54,341,645 0.00 0.00 0.00 0.00 0.67 0.04 07100-01 Concrete Class C50 MPa m3 11,157,961 1166.23 13.01 1166.23 13.01 1166.23 13.01 07100-04 Concrete Class C35 MPa m3 4,529,296 306.48 1.39 306.48 1.39 306.48 1.39 07100-07 Concrete Class C25 MPa m3 6,812,197 0.00 0.00 0.00 0.00 512.49 3.49 07200-01 Driven Precast Piles (300 mm x 300 mm) m 1,138,884 6282.30 7.15 6282.30 7.15 0.00 0.00 07450-01 Super T Girder L=38.10 - 38.30 m (all Types) each 597,336,077 15.22 9.09 15.22 9.09 15.22 9.09 07450-05 PC Strand kg 61,111 37392.11 2.29 37392.11 2.29 37392.11 2.29 07500-01 Reinforcing Steel kg 25,781 404948.14 10.44 404948.14 10.44 503119.04 12.97 07720-01 Stay Cables kg 216,415 37726.24 8.16 47157.80 10.21 56589.36 12.25 07800-06 Elastomeric bearing (600x250x85mm - 1,350 kN) each 17,202,854 22.00 0.38 22.00 0.38 22.00 0.38 07810-01 Pot Bearing, free sliding (1,350 kN) each 71,353,481 6.15 0.44 6.15 0.44 6.15 0.44 07810-02 Pot Bearing, guided sliding (1,350 kN) each 77,572,395 0.62 0.05 0.62 0.05 0.62 0.05 Total 52.96 55.68 56.47
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Package CW1C: Southern Approach to Cao Lanh Unit Price Sep-16 Oct-16 Nov-16 Pay item Description Unit Amount Amount Amount (VND) Q’ty (VND) Q’ty (VND) Q’ty (VND) 01100-08 Survey and design of construction drawings LS 650,000,000 0.00 0.00 0.00 0.000 0.00 0.00 Provision & Maintenance of Temporary Engineer's Site 01200-06 month 15,000,000 0.00 0.01 0.00 0.010 0.00 0.01 Office Type 2 Provision and Maintenance of the Engineer's 01200-07 month 5,000,000 0.00 0.00 0.00 0.003 0.00 0.00 Laboratory office Phone 01200-10 Payment of Phone charges and Repairs 500,000 0.00 0.00 0.00 0.002 0.00 0.00 Months Vehicle 01200-13 Maintenance of 4WD Vehicle 3,000,000 0.00 0.00 0.00 0.004 0.00 0.00 Months Cycle 01200-14a Maintenance of Motor Bike 200,000 0.00 0.00 0.00 0.001 0.00 0.00 Month Environmental Monitoring (internal monitoring) and 01300-02 LS 180,000,000 0.00 0.02 0.00 0.000 0.00 0.00 reporting 03500-10 Monitoring/Reading/Reporting for all instruments Months 8,000,000 0.00 0.01 0.00 0.008 0.00 0.008 07100-07 Concrete Class C25 MPa m3 3,607,929 0.00 0.00 0.00 - 0.00 0.05 07200-01 Driven Precast piles (300mm x 300mm) m 1,198,924 0.00 0.00 0.00 1.94 0.00 4.52 07300-05 Bored Pile 1,500 mm diameter m 14,675,158 0.00 0.00 0.00 2.11 0.00 8.45 07300-21 Coring and Testing at Pile base per pile each 3,000,000 0.00 0.00 0.00 0.01 0.00 0.02 07300-22 Cross Hole Sonic Logging per pile each 2,200,000 0.00 0.00 0.00 0.00 0.00 0.02 07350-04 Pile Dynamic Test for Bored Pile (Dia 1,500mm) each 25,000,000 0.00 0.00 0.00 0.03 0.00 - 07450-01 Super T Girder, L = 38.10 - 38.30m ( all types ) each 364,599,613 0.00 0.00 0.00 - 0.00 3.65 TOTAL 0.044 4.116 16.743
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Package CW2A: Interconnecting Road Between Cao Lanh Bridge and Vam Cong Bridge (Km 7+800 - Km 13+750) Perform Qty Sep-2016 Oct-2016 Nov-2016 Pay Item Description Unit Price (VND) up date (May 2016) Q'ty Amount (VND) Q'ty Amount (VND) Q'ty Amount (VND) DIVISION 1 GENERAL 1 REQUIREMENTS Survey and Design of Construction 01100-08 LS 3,196,662,000 0.0625 0.00 0 0.00 0 0.00 0 Drawings 3 DIVISON 3 EARTHWORKS 03100-01 Excavation of Unsuitable Material m3 17,470 369.94 0.00 0 0.00 0 0.00 0 03200-01 Structural Excavation m3 28,634 0 904.01 25,885,458 904.01 2,889,818,423,662 0.00 0 03400-01 Embankment construction from Borrow m3 119,381 57388.15 20,114.35 2,401,270,644 5,028.59 16,074,690,734,563 20,114.35 2,401,270,644 03500-01 Prefabricated Vertical Drain (PVD) m 6,232 116089.4 0.00 0 0.00 0 0.00 0 03500-02 Vertical Sand Drain (VSD) m 104,316 9259.7 0.00 0 0.00 0 0.00 0 03500-04 Coarse Sand Blanket (CSB) m3 203,314 14475.3 0.00 0 0.00 0 0.00 0 Separation Geotextile 12kN/m non-woven 03500-11 m2 13,706 20762.57367 0.00 0 0.00 0 0.00 0 (Type 1) High Strength Geotextile 200kN/m / 03500-12 m2 34,268 0 23,594.56 808,538,460 5,898.64 18,855,960,150,277 23,594.56 808,538,460 50kN/m woven (Type 2) 03600-01 Vacuum Consolidation Method m2 693,008 0 4,317.35 2,991,959,821 0.00 0 0.00 0 7 DIVISION 7 STRUCTURAL WORKS 07100-06 Concrete Class C30 MPa m3 2,950,359 0 1,190.13 3,511,315,515 1,636.43 5,231,116,690,204 1,041.37 3,072,401,076 07100-07 Concrete Class C25 MPa m3 2,852,770 0 1.00 2,852,770 2.00 6,393,324,000 2.00 5,705,540 07100-08 Concrete Class C20 MPa m3 2,764,423 0 0.00 0 3.00 9,589,986,000 3.00 8,293,269 07100-09 Concrete Class C10 MPa m3 1,313,362 0 222.49 292,210,962 127.14 406,415,934,691 95.35 125,233,269 07200-01 Driven Precast Piles (300 mm x 300 mm) m 915,104 0 2,378.30 2,176,387,268 1,978.02 6,323,061,369,240 525.92 481,266,920 07300-01 Bored Pile 1,000 mm diameter m 8,908,373 3207 1,879.00 16,738,832,867 1,549.00 4,951,629,438,000 1,843.00 16,418,131,439 07450-06 Voided Slab Girder - L=24 m each 228,785,727 0 21.40 4,896,014,558 51.00 163,029,762,000 39.00 8,922,643,353 07450-08 I Girder L = 33m each 279,760,662 0 0.00 0 1.60 5,114,659,200 3.20 895,234,118 07500-01 Reinforcing Steel kg 19,589 0 139,584.77 2,734,325,990 191,929.05 613,532,313,205,275 122,136.67 2,392,535,241 Total 36,579,594,312.84 668,449,133,677,112.00 35,531,253,329.57
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Package CW2B: Interconnecting Road Between Cao Lanh Bridge and Vam Cong Bridge (Km 13+750 - Km 18+200) Perform Qty Sep-2016 Oct-2016 Nov-2016 Pay Item Description Unit Price (VND) up date (May 2016) Q'ty Amount (VND) Q'ty Amount (VND) Q'ty Amount (VND) DIVISION 1 GENERAL 1 REQUIREMENTS Survey and Design of Construction 01100-08 LS 3,261,440,000 0.0625 0.00 0 0.00 0 0.00 0 Drawings 3 DIVISON 3 EARTHWORKS 03100-01 Excavation of Unsuitable Material m3 17,824 0 0.00 0 0.00 0 0.00 0 03200-01 Structural Excavation m3 29,215 0 (0.00) (0) (0.00) (0) 0.00 0 03400-01 Embankment construction from Borrow m3 121,800 7843.393395 4,559.80 555,384,122 2,279.90 277,692,061 2,279.90 277,692,061 03500-01 Prefabricated Vertical Drain (PVD) m 6,358 402055.1 0.00 0 0.00 0 0.00 0 03500-02 Vertical Sand Drain (VSD) m 106,430 20804.33025 0.00 0 0.00 0 0.00 0 03500-04 Coarse Sand Blanket (CSB) m3 207,434 1606.61 0.00 0 0.00 0 0.00 0 Separation Geotextile 12kN/m non-woven 03500-11 m2 13,984 0 0.00 0 0.00 0 0.00 0 (Type 1) High Strength Geotextile 200kN/m / 03500-12 m2 34,963 0 7,413.49 259,197,985 3,706.75 129,598,993 3,706.75 129,598,993 50kN/m woven (Type 2) 03600-01 Vacuum Consolidation Method m2 707,051 0 0.00 0 0.00 0 0.00 0 7 DIVISION 7 STRUCTURAL WORKS 07100-06 Concrete Class C30 MPa m3 3,010,146 0 2,403.47 7,234,792,062 3,143.00 9,460,881,927 2,403.47 7,234,792,062 07100-07 Concrete Class C25 MPa m3 2,910,579 0 0.00 0 165.71 482,316,897 386.66 1,125,406,093 07100-08 Concrete Class C20 MPa m3 2,820,442 0 172.64 486,921,107 57.55 162,307,036 172.64 486,921,107 07100-09 Concrete Class C10 MPa m3 1,339,977 0 232.11 311,017,523 132.63 177,724,299 165.79 222,155,374 07200-01 Driven Precast Piles (300 mm x 300 mm) m 933,648 0 1,470.39 1,372,826,191 0.00 0 0.00 0 07300-01 Bored Pile 1,000 mm diameter m 8,908,373 1096 771.00 7,007,537,274 771.00 7,007,537,274 0.00 0 07450-06 Voided Slab Girder - L=24 m each 209,682,233 0 9.06 1,898,789,110 0.00 0 27.17 5,696,367,330 07450-08 I Girder L = 33m each 285,429,806 0 5.83 1,665,007,202 5.83 1,665,007,202 2.92 832,503,601 07500-01 Reinforcing Steel kg 19,986 0 410,070.81 8,195,675,306 536,246.45 10,717,421,553 410,070.81 8,195,675,306 Total 28,987,147,882 30,080,487,242 24,201,111,926
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Package CW2C: Interconnecting Road between Cao Lanh Bridge and Vam Cong Bridge (Km 18+200 - Km 23+450) Perform Sep-2016 Oct-2016 Nov-2016 Price (VND) Qty up Pay Item Description Unit date (May Q’ty Amount (VND) Q’ty Amount (VND) Q’ty Amount (VND) 2016) 1 DIVISION 1 GENERAL REQUIREMENTS
01100-07 Maintenance and Protection of Waterway Traffic LS 5,500,000,000 - 0.05 275,000,000.00 0.05 275,000,000.00 0.05 275,000,000.00
01100-08 Survey and Design of Construction Drawings LS 2,800,000,000 ------3 DIVISON 3 EARTHWORKS Excavation of Unsuitable Material 03100-01 Đào vật liệu không phù hợp m3 39,776 ------Structural Excavation 03200-01 Đào kết cấu m3 706,919 - - - 542.00 383,150,098.00 - - Structural Excavation in River: P7, P8 Lap Vo Bridge 03200-02 Đào kết cấu dưới sông: trụ P7, P8 cầu Lấp Vò LS 20,000,000,000 ------Embankment construction from Borrow 03400-01 Thi công nền đường từ mỏ vật liệu mượn m3 148,123 9,955.60 20,768.17 3,076,243,464.54 20,768.17 3,076,243,464.54 20,768.17 3,076,243,464.54 Prefabricated Vertical Drain (PVD) 03500-01 Bấc thấm đứng (PVD) m 7,445 ------Vertical Sand Drain (VSD) 03500-02 Cọc cát đứng (VSD) m 77,189 ------Coarse Sand Blanket (CSB) 03500-04 Tầng đệm cát thô (CSB) m3 268,824 ------Separation Geotextile 12kN/m non-woven (Type 1) 03500-11 Vải địa kỹ thuật ngăn cách (12kN/m không dệt) (Loại 1) m2 18,318 ------High Strength Geotextile 200kN/m/50kN/m woven (Type 2) 03500-12 Vải địa kỹ thuật cường độ cao (200kN/50kN dệt) (Loại 2) m2 43,966 ------Vacuum Consolidation Method 03600-01 Phương pháp cố kết hút chân không m2 698,088 - 5,516.34 3,850,887,965.57 - - - - 7 DIVISION 7 STRUCTURAL WORKS
07100-02 Concrete Class C40 MPa (Box Girder _ Lap Vo Bridge) m3 18,441,607 253.93 450.81 8,313,660,851.67 58.88 1,085,841,820.16 - - Concrete Class C30 Mpa 07100-06 Bê tông mác C30 Mpa m3 2,855,938 113.73 - - 394.36 1,126,267,709.68 604.34 1,725,952,811.02 Concrete Class C10 Mpa 07100-09 Bê tông mác C10 Mpa m3 1,284,340 8.62 - - 87.91 112,906,329.40 32.57 41,830,953.80 Driven Precast Piles (300 mm x 300 mm) 07200-01 Cọc đóng đúc sẵn (300 mm x 300 mm) m 1,048,272 2,630.40 ------
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Driven Precast Piles (300 mm x 300 mm) 07200-01 Cọc đóng đúc sẵn (300 mm x 300 mm) m 587,032.00 2,630.40 ------Driven Precast Piles (450 mm x 450 mm) 07200-04 Cọc đóng đúc sẵn (450 mm x 450 mm) m 3,236,306 ------Bored Pile 1,000 mm diameter 07300-01 Cọc khoan nhồi đường kính 1.000 mm m 9,556,922 ------Bored Pile 1,500 mm diameter 07300-05 Cọc khoan nhồi đường kính 1.500 mm m 17,397,477 295.00 885.00 15,396,767,145.00 295.00 5,132,255,715.00 - - Sheet Piled Revetment Wall 07400-01 Tường vây cọc cừ ván m2 1,669,336 ------Super T Girder L=38.10 - 38.30 m (all Types) 07450-01 Dầm Super T, L=38,10 - 38,30m (tất cả các Loại) each 426,415,977 8.00 ------07450-01- Super T Girder L=38.10 - 38.30 m (all Types) 72% Dầm Super T, L=38,10 - 38,30m (tất cả các Loại) each 307,019,503.00 8.00 ------07450-01- Super T Girder L=38.10 - 38.30 m (all Types) 28% Dầm Super T, L=38,10 - 38,30m (tất cả các Loại) each 119,396,474.00 8.00 ------Super T Girder L=28.70 m (all Types) 07450-03 Dầm Super T (L=28,70m) (tất cả các loại) each 314,711,491 ------07450-03- Super T Girder L=28.70 m (all Types) 72% Dầm Super T (L=28,70m) (tất cả các loại) each 226,592,274.00 ------07450-03- Super T Girder L=28.70 m (all Types) 28% Dầm Super T (L=28,70m) (tất cả các loại) each 88,119,217.00 - - - 6.00 1,888,268,946.00 - -
Reinforcing Steel 106,204.0 162,898.7 07500-01 Cốt thép kg 22,171 181,311.34 85,799.51 1,902,260,936.21 5 2,354,649,905.62 6 3,611,628,364.21
32,814,820,362.99 15,434,583,988.40 8,730,655,593.58
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 109 QUARTERLY PROGRESS REPORT
ANNEX 5-1: STATUS OF RESETTLEMENT ACTIVITIES
Affected AHs who AH who AHs who have not received Commune/ Affected AHs who have not handed-over Area received hand-over compensation Pkg ward HH (ha) compensation land HH Reason HH Reason Component 1 61.4 699 694 690 5 0 9
- 3 HHs (Lan, Loc, Trieu) requeted some
additional support CW1A An Binh 5.7 103 103 99 0 4 - 1 HHs is affected by both project,
requested to increase price for wood
Ward 3 4.8 47 47 47 0 0
Tinh Thoi 29.4 370 370 370 0 0
CW1B - 5 HHs Cườ g, Ngâ , Tan My 1 21.5 179 174 174 5 5 5 HHs Cườ g, Ngâ , Ba, Nă , Hồ g Ba, Nă , Hồ g refused CW1C refused compensation compensation Component 2 100.1 619 619 619 0 0 Tan My 2 4.5 28 28 28 0 My An 29 175 175 175 0 - CW2A Hung B Binh Thanh 24.7 142 142 142 0 0 Trung CW2B Binh Thanh 30.9 173 173 173 0 0 CW2C
Quarterly Progress Report # 10 CMDRCP – August 2016 Page 110 QUARTERLY PROGRESS REPORT
Dinh An C2 11 101 101 101 0 0 Component 3 28.6 207 207 207 0 0 CW3B Dinh An C3 28.6 207 207 207 0 CW3A Total Dong Thap 190.1 1525 1520 1516 5 0 9 CW3A Thoi Thuan 18.8 190 190 190 0 0
- Mai Anh Tuấ mortgaged LURC in the Bank; CW3B Vinh Trinh 9.7 68 66 68 2 0 - Nguyễ Ngọc Mạ h: he died, his children are disputing Total Can Tho 28.5 258 256 258 2 0 TOTAL PROJECT 218.6 1783 1776 1774 7 9
Source: CHLFD/CFLD August 2016
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ANNEX 5-2: HOUSEHOLDS NEEDING RELOCATION
Household who Need Relocation Package Commune/ward Affected HH HH opted for HH opted to Total Self-Relocation relocate in RS Component 1 699 116 123 239 An Binh 103 7 41 48 CW1A Ward 3 47 0 19 19
Tịnh Thoi 370 93 33 126 CW1B Tan My 1 179 16 30 46 CW1C Component 2 619 124 50 174 Tan My 2 28 5 0 5 CW2A My An Hung B 175 6 26 32
Binh Thanh Trung 142 23 6 29 CW2B Binh Thanh 173 72 1 73 CW2C Dinh An C2 101 18 17 35 Component 3 207 59 4 63 CW3B Dinh An C3 207 59 4 63 CW3A Total Dong Thap 1525 299 177 476 CW3A Thoi Thuan 190 35 32 67 CW3B Vinh Trinh 68 16 12 28 Total Can Tho City 258 51 44 95 TOTAL PROJECT 1783 350 221 571
Source: CHLFD/CHLD August 2016
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ANNEX 5-3: SUMMARY OF COMPENSATION PAYMENTS
Budget needed to Total HH who Total disbursed complete Total Nb compensation Component received compensation of HH compensation Billion Billion Billion VND % % VND VND Component 1 699 694 390.7 373.9 96% 16.8 4% Component 2 619 619 434.2 422.5 97% 11.7 3% Component 3 207 207 154.2 153.5 100% 0.7 0% Total Dong 1525 1520 979.1 949.9 97% 29.2 3% Thap Component 3 258 256 200 182 91% 18 9.0% Total Can Tho 258 256 201.8 184.4 91.0% 18 9.0% TOTAL 1783 1776 1180.9 1134.3 96% 46.6 4% PROJECT
Source: CHLFD/CHLD August 2016
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ANNEX 6: LOAN COVENANTS
Loan Grant Gov. of TOTAL Description No. ADB Kexim AusAID Vietnam USD
1 Package 1 Construction 110.75 - 110.75 - 221.51 Supervision - - See belowa - 2 Package 2 Construction 162.12 - - - 162.11 Supervision - - See belowa - 3 Package 3 Construction - 215.25 - 22.05 237.30 Supervision - 14.13 - 1.41 15.54 UXO - - - 0.05 0.05
4 Land acquisition 37.18 - - 15.79 52.97 and re-settlement
5 Contingencies 86.45 29.79 23.25 12.07 151.56
6 Financing Charges 13.50 0.83 14.33
7 Project Management 4.63 4.63 Support
410.00 260.00 134.00 56.00 860.00 Add associated TA 78.22 26.00 26.00 410.00 260.00 160.00 56.00 886.00
a Financed by AusAID separately under associated TA 7822 Based on Project Administration Manual dated 11 June 2013
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ANNEX 7: KEY PERFORMANCE INDICATOR (KPI) REPORTING
KPI 1 - CONSTRUCTION - Quarterly during implementation (Quarter ending 31 August 2016) Indicator Units CW1A Physical progress against physical plan Physical progress 53.02%. Planned progress 57.76%, behind Schedule -4.74% Financial progress against disbursement plan Payment approved (IPCs) 576.68 billion VND, disbursement plan 595.02 billion VND Quality standard against plan Construction Work Inspections (cumulative): 7031 inspections and testing (RFI/T) Test results: Material source (cumulative): 32 tests, 0 failures; Materials delivered (this quarter): 899 tests, 0 failures; Materials in Works (cumulative): 2674 tests, 7 failures CW1B - Cao Lanh Bridge: Main bridge & approach bridge Physical progress against physical plan Physical progress 69.78%. Planned progress 68.58%, ahead of Schedule +1.20% Financial progress against disbursement plan Payment approved (IPCs) 2047.28 billion VND, disbursement plan: 2129.25 billion VND Quality standard against plan Construction Work Inspections (cumulative): 12627 inspections and testing (RFI/T) Test results: Material source (cumulative): 62 tests, 0 failures; Materials delivered (this quarter): 359 tests, 8 failures; Materials in Works (cumulative): 5962 tests, 17 failures CW1C Physical progress against physical plan Physical progress: 65.12%. Planned progress: 57.92%, ahead of Schedule: +7.20% Financial progress against disbursement plan Payment approved (IPCs) 258.04 billion VND, disbursement plan: 235.68 billion VND Quality standard against plan Construction Work Inspections (cumulative): 3311 inspections and testing (RFI/T) Test results: Material source (cumulative): 21 tests, 0 failures; Materials delivered (this quarter): 157 tests, 1 failures; Materials in Works (cumulative): 2203 tests, 1 failures CW2A Physical progress against physical plan Physical progress: 48.48%. Planned progress 50.38%, Ahead the Schedule 1.81% Financial progress against disbursement plan Payment approved (IPCs) 288.71 billion VND (excluded advance payment), disbursement plan 350.24 billion Quality standard against plan VND Construction Work Inspections (cumulative): 12766 inspections (RFIs) for CW2AB Test results: Material source (cumulative): 39 (CW2A+CW2B); accumulative test result (including road and bridge) for material in this quarter 4446 in which 16 test failed. CW2B Physical progress against physical plan Physical progress: 54.05%. Planned progress 53.86%, Ahead of Schedule 0.19% Financial progress against disbursement plan Payment approved (IPCs) 320.72 billion VND (excluded advance payment), disbursement plan 420.65 billion Quality standard against plan VND Construction Work Inspections (cumulative): 12766 inspections (RFIs) for CW2AB Test results: Material source (cumulative): 39 (CW2A+CW2B); accumulative test result (including road and bridge) for material in this quarter 4446 in which 16 test failed. CW2C Physical progress against physical plan Physical progress: 60.51%. Planned progress 58.22%, Ahead of Schedule 2.29% Financial progress against disbursement plan Payment approved (IPCs) 443.13 billion VND, disbursement plan 577.6 billion VND (excluded advance payment) Quality standard against plan Construction Work Inspections (cumulative): 6816 inspections (RFIs) (Some RFIs is repeated, so reducing) Test results: Material source (cumulative): 33; accumulative test result (including road and bridge) for material in this quarter 2785 in which 2 test failed. CW3A Physical progress against physical plan Physical progress 68.52%. Planned progress 68.33%, Ahead of Schedule 0.19% Financial progress against disbursement plan Payment approved (IPC) N/A VND, disbursement plan N/A VND Quality standard against plan Construction Work Inspections: N/A inspections, N/A satisfactory, N/A unsatisfactory Test results: Material source N/A tests, N/A failures; Materials delivered: N/A tests, N/A failures. Materials in Works: N/A tests, N/A failures CW3B Physical progress against physical plan Physical progress 34.99%. Planned progress 32.06%, Ahead of Schedule 2.93% Financial progress against disbursement plan Payment approved (IPC) N/A VND, disbursement plan N/A VND Quality standard against plan Construction Work Inspections: N/A inspections, N/A satisfactory, N/A unsatisfactory Test results: Material source N/A tests, N/A failures; Materials delivered: N/A tests, N/A failures. Materials in Works: N/A tests, N/A failures
KPI 2 - CONSTRUCTION EMPLOYMENT (Quarter ending 31 August 2016) Indicator Units All packages: CW1A, CW1B, CW1C, CW2A, CW2B, CW2C Local, unskilled workers employed (person months) Men: 720 person-months in Quarter Women: 900 person-months in Quarter Average wage rates for unskilled workers (or wage indices) Men: VND 4,500,000 per month Women: VND 3,600,000 per month Vam Cong bridge: Main bridge & approach bridge (CW3A) Local, unskilled workers employed (person months) Men: 180 person-months in Quarter Women: 270 person-months in Quarter Average wage rates for unskilled workers (or wage indices) Men: VND 4,500,000 per month Women: VND 3,600,000 per month
KPI 3 - CONSTRUCTION SAFETY (Quarter ending 31 August 2016) Indicator Units All packages: CW1A, CW1B, CW1C, CW2A, CW2B, CW2C No. of workers Killed Killed: 02 Men, 00 Women Seriously Injured Seriously injured: 00 men, 00 women Vam Cong bridge: Main bridge & approach bridge (CW3A) No. of workers Killed Killed: N/A
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Seriously Injured Seriously injured: N/A Note1: any construction-related serious accidents or deaths among local population to also be reported on an exception basis Note 2: a road safety awareness program will be delivered in advance of the opening of the project. KPIs for monitoring implementation will be developed nearer the time for inclusion in the quarterly report.
KPI 4 – ENVIRONMENTAL MANAGEMENT (Quarter ending 31 August 2016) Indicator Units All Packages: CW1A, CW1B, CW1C, CW2A, CW2B, CW2C Total 58 grievances Number of environmental grievances received Total 43 people Outstanding cases of grievance with construction Total 32 grievances Vam Cong Bridge & Approach Road (CW3A, CW3B) Total 06 grievances Number of environmental grievances received Total 32 people Outstanding cases of grievance with construction Total 01 (grievances)
KPI 5 – LAND ACQUISITION AND RESETTLEMENT (Quarter ending 31 August 2016) Indicator Units All Packages: CW1A, CW1B, CW1C, CW2A, CW2B, CW2C, CW3A, CW3B Land acquisition against plan HH 1776/1783, Ha 254.3/254.5 Disbursement of compensation & allowances against plan VND 1,134.3 billion/1,180.9 (96%) Disbursement of compensation & allowances within agreed time limit1 99% Total, 100% Vulnerable HH (cases) Compensation plans agreed jointly by husband and spouse 24 % eligible cases (45 cases) Provision of consultation counseling against plan Activity completed Households self-relocated against plan Total 350 HH/23, Vulnerable 85 HH/N/A Households relocated to service resettlement site against plan Total 218 HH/571, Vulnerable 132 HH/N/A LURC / asset titles issued jointly in husband and spouse names % Total eligible, % eligible Vulnerable HH In Dong Thap, DPC issued new LURC for 84 HHs, in which 10 HHs had LURC is issued both husband and wife Resettlement completed within agreed time limit (cases) 94% Total, % 98 Vulnerable HH Beneficiaries satisfied with compensation counseling 100 % Outstanding cases of grievance with land acquisition Total 4 (HH), Vulnerable HH 0 (HH), Beneficiary satisfaction with resettlement site Only 34 HH among 221 HH built a house in a RS; overall satisfaction
KPI 6 – INCOME RESTORATION PLAN (Quarter ending 31 August 2016) Indicator Units All Packages: CW1A, CW1B, CW1C, CW2A, CW2B, CW2C, CW3A, CW3B Implementation of Detailed IRP activities against plan1: – Agriculture training started in August; Agriculture – Vocational training started;
Training – Training for small business completed in Can Tho City
MSE development – Delivering of input for HHs from November 2015 Participation in IRP activities against plan In Can Tho City Agriculture + Agriculture: training: 51/57 HH; handed-over inputs: 55/57HH Training + Vocational training: 31/48 HH MSE development + Small business: training: 40/40 HH; handed-over inputs: 40/40 HH In Dong Thap province + Agriculture: training: 137/824 HH; handed-over inputs: 370/824HH + Vocational training: 13/57 HH + Small business: training: 157/272 HH; handed-over inputs: 258/272 HH Overall expenditure of IRP against plan Dong Thap: Amount disbursed by CIPM to SC : 9,705,000,000 VND/23,386,309,000 VND Can Tho: Amount disbursed by CIPM to SC: 2,654,164,078 VND/3,108,285,242 VND. Beneficiary satisfaction with IRP services provided % Total, % Vulnerable HH, % Women (N/A) Adoption / application of IRP services % Total, % Vulnerable HH, % Women (N/A)
KPI 7 – HIV/AIDS and HUMAN TRAFFICKING PREVENTION PLAN (Quarter ending 31 August 2016) Indicator Units Packages: CW1B CW3A CW1C, CW2A, CW2B, CW2C, CW1A, CW3B: ALL packages are implementing Implementation of awareness raising activities against plan HIV/AIDS for all packages 100% completion for 8 CWs (training, group meeting, IEC material and condom distribution) HAPP and HTPP for community 100 % completion (training, IEC material, condom and Peers Educator’s kit distribution) Participation in activities against plan HIV/AIDS for all packages CWs 100% completion HIV/STIs examine and testing HAPP and HTPP for community - Capacity strengthening of institutional stakeholders 100% completion - Advocacy 100% completion - IEC and BCC 100% completion - Medical package 100% completion - Monitoring and evaluation 100% completion Overall expenditure against plan HIV/AIDS for all packages CWs Not available HAPP and HTPP for community (DDIS) 4.019.718.495 VND, planned 4.298.478.695 VND Learning and satisfaction with HAPP activities Completed first time training workshops in Dong Thap and Can Tho for the second year Implementing partners at district and commune levels 100 % demonstrating adequate learning, 100% satisfaction Construction workers 100% demonstrating adequate learning, 100% satisfaction Female Sex Workers 100% demonstrating adequate learning, 100% satisfaction
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Learning and satisfaction with HTPP training activities Completed first time training workshops in Dong Thap and Can Tho for the second year Implementing partners at district and commune levels 100 % demonstrating adequate learning, 100 % satisfaction Female Sex Workers 100 % demonstrating adequate learning, 100 % satisfaction
KPI 8 – CAPACITY BUILDING PROGRAM (Quarter ending 31 August 2016) Indicator Units Improvement and application of knowledge No activity
KPI 9 – GRIEVANCE PROCESS MONITORING (Quarter ending 31 August 2016) Indicator Units Outstanding grievances at start of quarter 38 Cases New grievances this quarter 24 Cases Grievances satisfactorily resolved this quarter 31 Cases Outstanding grievances exceeding agreed time limits 100%
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