Environmental Monitoring Report - Asian Development … · 'This environmental monitoring report is a document of the borrower. The views expressed herein do ... Launching Voided

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

Quarterly Progress Report # 10 CMDRCP – August 2016 Page 58

CW2B

Rach Vuot Bridge

Launching Voided slab girder

Date: 14-08-2016

CW2B

Rach Vuot Bridge

Launching Voided slab girders

Date: 14-08-2016



CW2B

Rach Vuot Bridge

Fabrication of Voided slab girders

Date: 04-08-2016

CW2B

Tan Binh Bridge

Launching I Girder

Date: 05-09-2016



CW2B

Tan Binh Bridge

Launching I Girder

Date: 12-08-2016

CW2B

Xang Muc Bridge

Construction of Column P1

Date: 06-08-2016



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



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



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



CW2B

Rach Vuot Bridge

Erection of girders

Date: 24-08-2016

CW2A

Km8+072-Km8+550

Monitoring at stage 2

Date: 24-08-2016



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



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



CW2A

km14+250-km15+267

Construction of VCM

Date: 04-08-2016

CW2A

km15+360-km15+580

PVD under construction

Date: 06-08-2016



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



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



CW2C

LAP VO BRIDGE

Fabricating super T girder.

Date: 25-07-2016

CW2C

LAP VO BRIDGE

P14

Completing Pier Cap

Date: 25-07-2016



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



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



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



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



CW2C

ROAD WORK

Km18+200-Km18+400.

Completing surcharge stage 2.

Date: 25-07-2016



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 Period 1308 days (43.0 months)

Commencement date 25 March 2014


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







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





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







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


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


Pavement 19,116,175,611 - -

Structure Works 2,556,657,602,933 1,810,950,590,841.12 70.83


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





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%


Pavement 20,989,398,976 - -

Structure Works 240,598,860,434 186,343,472,883.33 77.45%


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)



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%



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 (%)


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%


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%




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

No. Item North Bank Main Bridge South Bank

Jun-16 Jul-16 Aug-16 Jun-16 Jul-16 Aug-16 Jun-16 Jul-16 Aug-16

1 Surcharge for Approach Road

2 Super T Girder

3 Pilecap for P17 & P20 (Anchor Piers)

4 Pier column for P17 & P20

5 Concreting for deck slab

6 Pylon Tower P18

7 Pylon Tower P19

8 Construction for Pier 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



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

11 Bridge sub-structure construction (Pile Cap - Column Pier - Pier 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

8 Bridge sub-structure construction (Pile Cap - Column Pier - Pier Head - Abutment ) _ Concrete Class C30 Mpa

9 Lap Vo Bridge (on right side)_ Cantilever box girder's segment 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]



ANNEX 4-4: CONTRACTOR’S MANPOWER


Contractor/ subcontractor

Description

Up to previous Quarter

This Quarter

OCS Actual up to date Percent

completed (%) Target date for completion

1 2 3 4=1+2 5=4/3

CONTRACTOR

+ LABORATORY

Project Manager 1 - 1 1 100%

Deputy Project Manager

3 (1.00) 3 2 67%

Translator 1 - 1 1 100%

Road Superintendent 2 - 3 2 67%

Bridge Superintendent 5 - 5 5 100%

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%



Description


This Quarter

OCS Actual up to

date

Percent completed

(%)

Target date for

completion 1 2 3 4=1+2 5=4/3

MAIN CONTRACTOR

+ LABORATORY

Project Manager 1 -

1 1 100%

Quality Control Manager 1 -

1 1 100%

Superstructure Engineer of Cable Stayed Bridge

1 -

1 1 100%

Geotechnical or Foundation Engineer

1 -

1 1 100%

Bridge Superintendent 1 -

1 1 100%

Material Manager 1 -

1 1 100%

Engineer + Manager 41

(21) 41 20 49%

Officer 6 -

6 6 100%

Laboratory 1 -

1 1 100%

Surveyor 2 -

2 2 100%

Operator 4

1 4 5 125%

Labor + Worker 38

(2) 38 36 95%

Total 98 -22 98 76 78%



SUB-CONTRACTOR

624

Project Manager 1 1 1 100%

Engineer + Manager 5 8 5 63%

Officer 1 2 1 50%

Laboratory 1 2 1 50%

Surveyor 1 2 1 50%

Operator 2 2 2 150%

Labor + Worker 32 31 32 116%

Total 43 48 43 90%

SUB-CONTRACTOR

BRIDGE 12



Officer 07 07 07 100%

Laboratory 0 03 0 0%

Surveyor 03 05 03 60%

Operator 37 38 37 97%

Labor + Worker 221 300 221 40%

Total 179 371 179 48%

SUB-CONTRACTOR

SONG DA THANG LONG

Project Manager 0 - 0 0 -

Waiting for construction

of 02 Abutments


Officer

Surveyor

Operator

Labor + Worker 29%

Total 1 1 1 100% 2016.02

HOANG HAI JSC


Engineer + Manager 04 - 02 04 200%

Officer 01 01 01 100%

Surveyor 02 02 02 100%

Operator 05 -3 05 02 100%

Labor + Worker 10 - 10 10 59%

Total 23 - 23 23 100%

TUAN LOC COMPANY


Deputy Project Manager 2 1 2 200%


Surveyor 2 1 2 200%

Labor + Worker 88 - 54 88 148%

Total 102 - 65 102 100%





Description


This Quarter

OCS Actual up

to date

Percent completed

(%)

Target date for

completion 1 2 3 4=1+2 5=4/3

CONTRACTOR + LABORATORY


Vice Project Manager 1 - 1 1 100%

Quality Control Manager 1 - 1 1 100%

Geographical or Foundation Engineer

2 - 2 2 100%

Bridge Engineer 1 - 1 1 100%

Material Manager 4 - 4 4 100%

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


Description


This Quarter

OCS Actual up to date

Percent completed (%)

Target date for

completion 1 2 3 4=1+2 5=4/3

MAIN C0NTRACTOR

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%

Geotechnical or Foundation Engineer (Ass.)

1 0 2 1 200%

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%

SUB C0NTRACTORS

Engineer 48 0 50 48 104%

Worker 179 70 250 249 100%

Sub total 2 227 70 300 297 100%

Total 254 70 332 327 95%



Package CW2C: Interconnecting Road between Cao Lanh Bridge and Vam Cong Bridge (Km18+200 – Km23+450)


Description


This Quarter


Percent completed

(%)

Target date for

completion 1 2 3 4=1+2 5=4/3

MAIN PROJECT MANAGEMENT

BOARD

Project Manager 1 1 1 100.00%

De. Project Manager 3 2 3 66.67%

Bridge engineer 7 5 7 71.43%

Geotechnical/ Foundation Engineer

1 0 2 1 200.00%

Material Engineer/ Laboratory manager

1 0 0 1 0%

QC Manager 2 1 2 50.00%

Road engineer 1 1 1 100.00%

QS engineer 7 5 7 71.43%

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%

JV MEMBERS

Skilled Worker for bridge construction

185 268 185 69.03%

Skilled Worker for road construction

61 61 4 212 65

Sub total 2 246 4 480 250 52.08%

Total 293 4 520 297 57.12%



ANNEX 4-5: CONTRACTOR’S PLANT AND EQUIPMENT



Equipment Details


This Quarter


Percent completed (%)

Planned date of

completion 1 2 3 4=1+2 5=4/3

HOANG AN

Excavator Kobelco SK220

3 - 2 3 150%

Crane 3 - 2 3 150%

Bulldozer Komatsu D30T15

2 - 2 2 100%

Roller XCMG XS142J

1 - 1 1 100%

Barge 2 - 1 2 200%

Mix truck 5 - 5 5 100%

Shovel Excavator 1 - 0 1

Substation 2 - 2 2 100%

Concrete batching Plant

3 - 2 3 150%

PVD machine 1 - 1 1 100%

TUAN LOC

Crane 4 - 3 4 133%

Mix truck 5 - 5 5 100%

Excavator Sumitomo 0,5 3 - 3 3 100%

Shovel Excavator 1 - 0 1

Substation 2 - 2 2 100%

Concrete batching Plant

3 - 2 3 150%

THANG LONG

Excavator Hitachi 07 1 1 2 2 100%

Bulldozer Komatsu D30T15

4 (3) 1 1 100%

Roller Liugong 5 (3) 2 2 100%

Barge 3 (1) 1 2 200%

Mix truck 2 - 2 2 100%

Excavator Kobelco SK220

3 - 2 3 150%

Package CW1B: Cao Lanh Bridge


Equipment Details


This Quarter


Percent complete

d (%)

Planned date of

completion 1 2 3 4=1+2 5=4/3

MAIN CONTRACT

OR

Mixing Truck 6m3 3 4 3 75%

Generator 200KW/250KVA 1 1 1 100%

Loader ZL50CN 1 2 1 50%

Cooling system DAKIN60HP 1 1 1 100%

Mixing plant HZS90JZ 1 1 1 100%

Mixing plant 60m3 1 1 1 100%

SUB-CONTRACT

OR 624

Drilling machine KH180-3 0 0 0 #DIV/0!

Crane KH180-3 2 2 2 100%

Barge Minh Phong 1 1 1 100%



Excavator Kobelco SK220 1 1 1 100%

Mixed Truck Truong Hai 1 1 1 100%

Bentonite Tank 0 0 0

D1500 bored pile complete

d

Generator Denyo 1 1 1 100%

Other IHI-IPD100

1 1 1 100% KOBELCC

SUB-CONTRACT

OR BRIDGE 12

Drilling machine Bauer680, RCD S500

& S600. 1 - 2 1 50%

Crane Dek631，QY25E,

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%

Loader XCMG LW300F 1 - 2 1 50%

Mixed Truck Kamaz 6 6 6 100%

Bentonite Tank 30m3 3 - 3 3 100%

Generator 175/250Kw 1 - 3 1 33%

Gantry Crane 1 - 1 1 100%

Auto-climbing formwork

VITRAVICO 1 - 1 1 100%

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%

SUB-CONTRACTOR SONG DA THANG

LONG

Drilling machine Soilimeco R625 0 0 0%

Crane Sumitomo 307 0 0 0%

Excavator Huyndai HX80 0 0 0%

Bentonite Tank 3 3 3 100%

Generator Mitsubishi-Japan 1 1 1 100%

Other Crane PUYUINGY25 0

HOANG HAI JSC

Excavator Kobelco SK07 01 01 01 100%

Bulldozer Komatsu PC200 02 02 02 200%

Roller LiuGong-CLG614 01 01 01 100%

Sewing machine HV-T01 - - - -

Gradienter Leica Jogger 24 - - - -



Tachometer Nikon Tx02 - -

PVD - - - -

SD - - - -

TUAN LOC COMPANY

Drilling machine Hitachi DCH 1000 0 0 0 -

Drilling machine Kobelco 1000 0 0 0 -

Service crane

IHI CCH 2000, HITACHI KH150-3,

SUMITOMO LS120RHD

2

4

2

50%

Excavator Kobelco 0.7m3 0 2 0 0%

Generator 1 4 1 25%

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 formwork

1 1 1 100%



Equipment Details


This Quarter

OCS Actual up

to date

Percent completed

(%) Planned date of completion

1 2 3 4=1+2 5=4/3

DAT PHUONG

Cement Concrete Mixing Plant

60m3/h 1 0 1 1 100%

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%

Concrete Pump 100m3/h 0 2 1 2 200%

Mix Truck 6m3 2 2 2 4 200%

Gantry Crane For Casting Yard

100T 0 2 1 2 200%

Crane for Launching Beam 100T 0 2 1 2 200%

TRANIMEXCO

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%

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%



Package CW2AB: Interconnecting Road between Cao Lanh Bridge and Vam Cong Bridge


Equipment Details


This Quarter


Percent completed

(%) Planned date of completion

1 2 3 4=1+2 5=4/3

MAIN CONTRACTOR

+ SUB-

CONTRACTOR

Cement Concrete Batching Plant

≥ 30 m3/h -

4 0 4 4 100% -

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 -

Vibrating Roller ≥ 10 t - 0 0 32 0 0 -

Hot Mixing Asphalt Plant ≥ 120 ton/h

- 0 0 2 0 0 -

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 Material )

0 0 0

Total 109 -8 329 101 31% -



Package CW2C: Interconnecting Road between Cao Lanh Bridge and Vam Cong Bridge

No Machinery & Equipment Unit Up to previous Quarter THIS Quarter Actual up to date

OCS Percent

(%) Target

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%



ANNEX 4-6: SOURCE MATERIAL APPROVALS


No. ITEM SOURCE TO BE USED FOR REMARK

1 Steel reinforcement Pomina grade 60; Hoa Phat steel

(CB500V) Concrete structure Approved

2 Sonic Pipe T190 Concrete structure Approved

3 Admixture

Sika visco-3000M-20, Sikaplast 257 Concrete structure Approved

Mighty 3000-PC2 Concrete structure Approved

Mighty 3000-RC Concrete structure Approved

4 Portland Cement Holcim, HaTien, Nghi Son PCB40 Concrete structure Approved

5 Bentonite Truong Thinh, Nam Toan Thang, TECO-

API Bored Pile Approved

6 Coarse Aggregate Ba Ria - Vung Tau Concrete structure Approved

7 Fine Aggregate Tan Chau -An Giang province Concrete structure Approved

8 Water source Tap water, Living water Concrete structure Approved

Well water at Trung Liem batching plant Concrete structure Approved

9 Embankment material (VL K95) Tien Giang source Embankment construction Approved

10 Geotextile fabric and PVD

ART, VNT Viet Nam, DJL 20, GET 20; Ficon Miltec (A5, A7), DML20 from

Daeyoun Geotech, VID DRAIN 75 PVD from ART, VID DRAIN 4.0 from ART

Embankment construction Approved

11 Cohesive slope material On site Embankment construction Approved

12 Steel plate for permanent casing

and connection box Tangshan Yanshan Iron Steel Co.Ltd. Concrete structure Approved

13 Pipe culvert Hung Vuong Construction Ltd Pipe culvert Approved

14 Bridge bearing

ESCO Ltd. Korea, BRC Rubber Mechanical

Joint Stock Company(Viet Nam), Taiwan-Pillar pot bearing

Bridge bearing Approved

15 Pc Strand (15.24 ; 15.27 ; 15.7) Quy Chau factory (China); Dong-IL factory;

Kiswire (Malaysia), Siam (Thailand) Used for Bridge Approved

16 Anchorage QVM Hangzhou Zhemao(China), Guangxi

Liugong Group Used for Bridge Approved

17 Rubber Bearing - Pot Bearing -

Expansion Joint Deakyoung (Korea); Vinh Hung (Viet

Nam); Kawakin (Vietnam) Used for Bridge Approved

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

22 Bearing Steel Plate TangShan YanShan Iron Steel Co.Ltd

China Used for Super T girder Approved



Package CW1B: Cao Lanh Cable-stayed Bridge


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

5 Admixture Sikamen NN, Sikaplat 257,

Concrete structure Approved

Basf ,Mighty, Basf 8713 (C50) Approved

6 Portland Cement Nghi Son, Holcim, But Son, HaTien Concrete structure Approved

7 Bentonite Truong Thinh, Viet Long, A-Ben-C

Bored Pile Approved

Indian, Australia Approved

8 Coarse Aggregate BBC, Vung tau


Antraco Approved

9 Fine Aggregate

Dong nai & Tan Chau -An Giang province Concrete structure

Approved

Co To An Giang province Approved

Antraco – An Giamg Concrete structure Waiting for testing

source result

10 Water source

Deep well ,water Processing factory for north side

Concrete structure

Approved

Deep well ,water Processing factory for south side

Approved

11 Embankment material (VL

K95) Tien Giang source

Embankment construction

Approved

12 Geotextile fabric and PVD VNT Viet Nam; Fotai Taiwan Embankment construction

Approved

13 Permanent casing D2500 Nippon sumakin Viet Nam Bored Pile (D2500) Approved

14 PC strand (15.24 & 15.27)

Guizhou Wire Rope (China) Pylon, Tie-down Pier, Superstructure of main

Bridge

Approved

Siam (Thailand) Approved

Kiswire (Korea), Kiswire( Malaysia) (15.7mm)

Prestressed concrete Waiting for testing

source result

15 Anchorage

QVM Hangzhou (China),

Deck of Main Bridge

Approved

Freyssinet (France) The related document has

been submitted, the engineer has

comment and need to visit factory, take

samples & test

XinJin Teng Zhong Transportation Construction Cooperation (China), Liuhou

VLM Pretressing (China)

16 Rubber Bearing and Pot

Bearing:

Mageba (Switzerland), Bearing

Waiting for testing source result Kawakin (Japan)



Mechanical pot bearing-Freyssinet (France)

Elastomeric Bearing and Mechanical (Seoul - Korea)

Approach bridges Approved

17 Bridge expansion joint Mageba (Switzerland)

Expansion Waiting for testing

source result CIPEC Freyssinet (France)

18 Macadam for Base & Subbase

Filling Bien Hoa Base & Subcase

Waiting for testing source result

19 Steel Plate for Permanent

casing D1500 JIANGSU SHAGANG GROUP Bored Pile Approved

20 Steel Plate for Permanent

casing D2500 NIPPON STEEL & SUMIKIN Bored Pile Approved

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

24 Lightning rod, Lightning

conductor, and Earth electrode for lightning

Viet Nam, Turker Lightning protection Approved

25 Ducts Long Ngoc Phu Producing Trading

Company Limited To cover pre-stress

cable Waiting for testing

source result

26 Anchorage and damper Freyssinet products Stay cable system Waiting for testing

source result

27 Stay cable ARCELORMITTAL Stay cable system Waiting for testing

source result

28 HDPE tube SOTRA-SPEREF, DYKA PLASTIC Stay cable system Waiting for testing

source result

29 PC bars D36, D47, D57, D65

Germany, Singapore Pylon Waiting for testing

source result

Sas Asia Bar Systems Pte. LTD (Germany)

BBV Systems Co. LTD (Thailand) Pylon tower

Waiting for testing source

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

33 Steel plate INNER MONGOLIA BAOTOU STEEL UNION Co. Ltd (China)

Super T girder Waiting

34 Drainage System and Galvanized Dowel

Minmetals Yingkou Medium Plate Co. , Ltd. Manufacturer: Le Minh Construction One Member Co., Ltd., -Manufacturer: The First Chemical Plastic Co., Ltd.

Bridge Drainage System and pier head

Waiting

35 Ladder inside Pylon Thanh Loc Mechanical Manufacture Co., Ltd

Pylon tower Waiting

36 Sika Sikadure 732 Protection of

Prestressing Waiting



Anchorages

37 Material source Traveler Fahrication Manufacturer Hieu Hung

Traveler Fahrication Accepted source

38 Material source Ladder and cable tray Lighting power system Accepted source

39 Material source Minmetals Yingkou Medium Plate Co. , Ltd. Manufacturer: Le Minh Construction One Member Co., Ltd., -Manufacturer

Drainage system Accepted source



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

4 Admixture

Sikaplat 257, Sika NN Concrete structures

Approved

Mighty Approved

Grace Mira 188, Basf Bored piles Approved

5 Portland Cement Holcim, HaTien, Nghi Son Concrete structures Approved

6

Bentonite Truong Thinh, Viet Long

Bored Piles Approved

Indian, Australia Approved

7 Coarse Aggregate Ba Ria-Vung Tau, BBC Binh Duong

Concrete structures Approved

8 Fine Aggregate, CSB Tan Chau –An Giang province, Dong Nai

Concrete structures Approved

9 Water source Tap Water, Deep well water Concrete structures Approved

10 Embankment material (VL K95) Tien Giang source Embankment construction Approved

11 Geotextile fabric and PVD VNT Viet Nam, ART, DML20, GET 20, VID 75, VID 65, PP25, Fonta VN

Embankment construction Approved

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

16 Elastomeric bearing Kien Kiet, BRC, Pillar-Taiwan, Samil-Tech (Korea), BRC

Concrete Structure Approved

17 Pot bearing Pillar (Taiwan), Samil (Korea) Concrete Structure Approved

18 Slope Protection Local Soil Road Works Approved



Package CW2AB: Interconnecting road between Cao Lanh and Vam Cong Bridges


1 High strength Woven Geo-textile 200/50kN/m

Daejung Company Limited (DJL – Korea) Soft soil treatment Approved

2 High strength Woven- Geotextile DML20-Korea

Deayoun Geotech Co., Ltd -Korea Soft soil treatment Approved

3 High Strength Woven – Geotextile GET20

Viet Nam geotextile joint Stock company Soft soil treatment Approved

4 Woven Geo-textile 25kN/m Dong Phuong Company Limited(PP - Viet Nam)

Soft soil treatment Approved

5 Non-woven Geo-textile 12kN/m TencateGeosynthetics Asia Sdn. BHD (SP 34 Tencate – Malaysia)


6 Non-Woven- Geotextile VNT24 VNT Investment and Trading Joint Stock 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

10 PVD-VD70R-C SPE-VINA Co., Ltd Soft soil treatment

with VCM Approved

11 VID RID 4.0 Viet Nam geotextile joint Stock company Soft soil treatment

with VCM Approved

12 Airtight Geo-membrane (Airtight Sheet) Yansheng City Hengsheng plastic Product Co. Ltd - China

Soft soil treatment

with VCM Approved

13 The geotextile for covering the Filtration Pipe D50

Yansheng City Hengsheng plastic Product Co. Ltd - China

Soft soil treatment

with VCM Approved

14 Plastic Pipe D75 Binh Minh Joint stock company Road soft soil

treatment for VCM Approved

15 Steel reinforcement Pomina, Vina Kyoei, Hoa Phat Concrete structure Approved

16 PC strand

Siam (12.7mm, 15.24mm) - Thailand Concrete structure Approved

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

18 Sonic pipe Sonic Tube (T190 steel pipes Co.,ltd) Concrete structure Approved

Sonic Tube D114.3/107.3 (Hoa Phat) Concrete structure Approved

19 Steel plate for precasting concrete pile Tangshan yanshan Iron & steel Co., 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

23 Black sand TienGiang River Embankment construction

Approved

24 Sand for Coarse Sand Blanket (CSB) & Sand Drain (SD)

Phu Tan–An Giang Embankment construction

Approved

Tan Chau medium sand source Embankment construction

Approved

25 Admixtures

Sikament NN, Sika intraplast Z-HV Concrete structure Approved

Mighty 3000 RC, Mighty 3000 PC2 Concrete structure Approved Sikaplast 257, Sikament Visconcrete 3000-20M


26 Water for concrete and curing Tap water & Drilled The Water Well Concrete structure Approved

27 Bentonite TECO-API BENTONITE POWDER, POWDER Indian




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

2 PC strand Siam_Thailan (15.24), Dong ILL_Korea (15.24), Hunan _China

(15.24) Concrete Structure Approved

3 Duct Pipe Long Ngoc Phu Concrete Structure Approved

4 Concrete Batching plant No.1 (Phuong Thanh), Batching plant No.2

(Quyet Tien) Batching plant No.3 (Quyet Tien) Concrete Structure Approved

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

8 Admixture

SikaPlast 257,Viscincrete 3000-20M, Sikament NN, Intraplast Z-HV

Concrete Structure Approved

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

13 Bentonite Truong Thinh, Viet Long, POWDER API – India, TECO -

Bentonite API Powder Bored Pile Approved

14 Permanent Casing for bored

pile D1.5m Jiangsu Shagang Group - China Bored Pile Approved

15 Embankment material (VL

K95) TienGiang source

Embankment construction

Approved

16 Base course Antraco - An Giang Embankment construction

Approved

17 Coarse sand Blanket and

Sand Drain Tan Chau -An Giang Soft Soil Treatment Approved

18 PVD FCM A5– FeconMiltec; VID 75 – Aritext Viet Nam Soft Soil Treatment Approved

LD70-Sungwoo TM - South Krea Soft Soil Treatment Approved

19 Geotextile fabric

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 company

Soft Soil Treatment Approved

Commercial investment joint stock company VNT (Nonwoven Geotextile PET15)


Commercial investment joint stock company VNT (Nonwoven Geotextile PET30)


Viet Nam Geotextile Joint Stock Company (High Strength Woven Geotextile GET20)


20 Airtight Sheet - Geomembrane

Luoyang three Rainbow High - Techmaterial Equipment Co., Ltd Soft Soil Treatment Approved

21 The Geotextile for covering of

Filter pipe D50 Wuxi Chenglong Pipe Co.,Ltd Soft Soil Treatment Approved



ANNEX 4-7: SUMMARY OF MATERIAL TEST RESULTS

Package CW1A

Result of Testing in Laboratory

No. Description of tests This

Period Previous Quarter

Cumulative Pass Fail Frequency/ Quantity

1 Concrete compressive strength at 7 days with Class C30,C25, C35,C40,C10,C20

208 368 576 576 0 18 samples/1 Pile

2 Concrete compressive strength at 28 days with Class C30,C25, C35, C40, C10, C20

192 473 665 665 0 18 samples/1 Pile

3 Sonic grout 70 66 136 136 0 9 samples/1 Mix

design

4 Testing samples cement on plant 16 42 58 58 0 1 sample/ lot

5 Testing samples fine aggregate on barge and Coto fine stone

9 43 52 52 0 1 sample/ Barge

6 Testing samples coarse aggregate on barge

19 44 63 63 0 1 sample/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

18 Testing Soil sloped surface of the embankment

2 20 22 22 0 1 test/1000m3

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

No. Description of Tests This Period Previous Quarter

Cumulative

Total Remarks

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




9 Concrete Class C30 for other item,using crushed sand 3 0 3 Passed



Antraco

10 Concrete Class C10 for Blinding concrete, using crushed sand Antraco

3 0 3 Passed

11 Concrete Class C35 for other item ,using crushed sand Antraco

3 0 3 Passed

12 Concrete Class C25 for other item, using crushed sand Antraco

3 0 3 Passed

13 Concrete Class C40 for other item, using crushed sand Antraco

3 0 3 Passed

Package CW1B


No. Description of tests This

Period Previous Quarter

Cumulative Pass Fail Frequency/

Quantity

1 Concrete compressive strength at 7 days with Class C30,C10,C35, C50, C25

102 1815 1917 1916 1 9 samples/1 pile

2 Concrete compressive strength at 28 days with Class C30,C10, C35, C50

129 1770 1899 1899 0 9 samples/1 pile

3 Testing samples cement on barge 16 215 231 231 0 1 sample/400ton

4 Testing samples fine aggregate on barge and Coto fine stone

5 173 178 169 9 1 sample/barge

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




10 Koden test 0 48 48 48 0 1 test/pile




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 bearing plate

0 2 2 2 0 1 test/25 sets


No. Description of Tests This Period Previous Quarter

Cumulative

Total Remarks

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

8 Concrete Class C15 for Supporting, Sign support foundation, Post, Traffic signage, km port, Curb,

0 1 1 Passed



Vehicular guardrail foundation, Slope protection

9

Concrete Class C20 for Sealing concrete, Manhole, catch basin, Ditch, Fence column foundation, Backfill in cable stay bridge pylon guardrail foundation, Slope protection

0 2 2

Passed

10 Concrete Class C25 for Precast concrete panel of main bridge, Parapet, Bridge Curbs, guardrail foundation, Slope protection

0 3 3 Passed

11 Concrete Class C60 for blockout of tendon Anchorages

0 1 1 Passed

Package CW1C


No. Description of test This Period Previous Total

Cumulative Pass Fail Frequency/Quantity

1 Concrete compressive strength at 7 days with Class C50,C35,C30,C25,C15,C10

35 433

468 468 0 9 samples/pile

2 Concrete compressive strength at 28 days with Class C50,C35,C30,C25,C15,C10

57

780 837 837

0 9 samples/pile

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

6 Testing samples coarse aggregate on barge

4 39 43 43

0 1 sample/350m3

7 Testing samples source at the site 24 0 24 24




11 Koden test 0 0 0 0




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

17 Testing Soil sloped surface of the embankment

0 13 13 13

0 1 test/1000m3

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


No. Description of Test This Period Previous

Total Cumulative

Total Remarks

Quantity/ Frequency

1 Concrete Class C30 for D1500 bored piles

0 24 24 Passed

1 time per new material source

2 Concrete C10, C15, C30, C35 for concrete structures

0 12 12 Passed

3 Concrete C50 for Super-T girders 0 1 1 Passed

4 Concrete Class C25, C30, C35 for concrete structure

0 3 3 Passed

5 Concrete Class C30 for pile 45x45 cm

12 0 12 Passed



Package CW2AB Result of Testing in Laboratory

No. Description of test This

month Previous

Total Cumulat

ive Pass Fail Frequency/ Quantity

1 Concrete compressive strength at 7 days of class C10,C20, C25, C30, C35, C40, C50

163 928 1091 1091 5 3 samples/1test


163 892 1055 1055 0 3 samples/1test

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

5 Testing samples coarse aggregate 5 52 57 57 0 1 sample/barge ( except

Antraco coarse aggregate 200m3)


7 Sonic pipe 0 22 22 22 0 Checking the mill

certificate /delivery

8 Testing samples bentonite 0 14 14 14 0 1 sample/ delivery

9 Testing sample U bolt 0 24 24 24 0 Checking the mill

certificate /01 delivery

10 PC strand 0 22 22 22 0 1 sample/ lot/20ton/

delivery

11 Testing of black sand for embankment K95

120 806 926 926 1 1 sample/ 1000m3

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

16 High strength woven Geotextile 200/50KN

4 47 51 51 0 1 sample/10000m2

Result of Concrete Mix Design Test


month Previous

Total Cumulative Pass Fail

Frequency/ Quantity


0 80 80 80 0 3 samples/test


8 72 80 80 0 3 samples/test

3 Sonic pipes Mortar 07 days 0 2 2 2 0 3 samples/test




Package CW2C


No. Description of Test This

month Previous

Total Cumulative

Total Pass Fail Quantity/ Frequency


65 539 604 603 1 3 samples/1test


90 482 572 571 1 3 samples/1test

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

5 Testing samples coarse aggregate

20 139 159 159 0 1 sample/barge ( except Antraco

coarse aggregate 200m3)


7 Sonic pipe 0 12 12 12 0 Checking the mill

certificate /delivery

8 Testing samples bentonite 0 9 9 8 0 1 sample/delivery

9 Testing sample U bolt 0 15 15 15 0 1 set of samples/

delivery

10 PC strand 2 19 21 21 0 1 sample/ lot/20ton/

delivery

11 Testing of black sand for embankment K95

38 513 551 551 0 1 sample/ 1000m3

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

15 Coarse Sand Blanket (CSB), Sand drain (SD)

0 250 250 250 0 1 sample/500m

16 Non woven Geotextile PET 15 (for VCM)

0 2 2 2 0 1 sample/10000m2

17 Non woven Geotextile PET 30 (for VCM)

0 1 1 1 0 1 sample/10000m2

18 High strength woven Geotextile 0 30 30 30 0 1 sample/10000m2

Result of Concrete Mix Design Test


month Previous

Total Cumulative Pass Fail Frequency/ Quantity


60 60 60 0 3 samples/test


60 60 60 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



ANNEX 4-8: PLAN FOR NEXT QUARTER

The action plan for the anticipated Work in the next Quarter is described here below.


Bill No. Description Unit Unit Price (VND)

Sep-16 Oct-16 Nov-16

Q’ty Amount (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 - -


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




Pay Item Description Unit

Unit Price Sep-16 Oct-16 Nov-16

(VND) Q’ty Amount (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 1

Month 41,538,387 1.00 0.04 1.00 0.04 1.00 0.04

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




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



Package CW1C: Southern Approach to Cao Lanh

Pay item Description Unit

Unit Price Sep-16 Oct-16 Nov-16

(VND) Q’ty Amount (VND)

Q’ty Amount (VND)

Q’ty Amount (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

01200-06 Provision & Maintenance of Temporary Engineer's Site Office Type 2

month 15,000,000 0.00 0.01 0.00 0.010 0.00 0.01

01200-07 Provision and Maintenance of the Engineer's Laboratory office

month 5,000,000 0.00 0.00 0.00 0.003 0.00 0.00

01200-10 Payment of Phone charges and Repairs Phone Months

500,000 0.00 0.00 0.00 0.002 0.00 0.00

01200-13 Maintenance of 4WD Vehicle Vehicle Months

3,000,000 0.00 0.00 0.00 0.004 0.00 0.00

01200-14a Maintenance of Motor Bike Cycle Month

200,000 0.00 0.00 0.00 0.001 0.00 0.00

01300-02 Environmental Monitoring (internal monitoring) and reporting

LS 180,000,000 0.00 0.02 0.00 0.000 0.00 0.00

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



Package CW2A: Interconnecting Road Between Cao Lanh Bridge and Vam Cong Bridge (Km 7+800 - Km 13+750)

Pay Item Description Unit Price (VND) Perform Qty up date (May

2016)

Sep-2016 Oct-2016 Nov-2016

Q'ty Amount (VND) Q'ty Amount (VND) Q'ty Amount (VND)

1 DIVISION 1 GENERAL REQUIREMENTS

01100-08 Survey and Design of Construction Drawings

LS 3,196,662,000 0.0625 0.00 0 0.00 0 0.00 0

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

03500-11 Separation Geotextile 12kN/m non-woven (Type 1)

m2 13,706 20762.57367 0.00 0 0.00 0 0.00 0

03500-12 High Strength Geotextile 200kN/m / 50kN/m woven (Type 2)

m2 34,268 0 23,594.56 808,538,460 5,898.64 18,855,960,150,277 23,594.56 808,538,460

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



Package CW2B: Interconnecting Road Between Cao Lanh Bridge and Vam Cong Bridge (Km 13+750 - Km 18+200)

Pay Item Description Unit Price (VND) Perform Qty up date (May

2016)

Sep-2016 Oct-2016 Nov-2016

Q'ty Amount (VND) Q'ty Amount (VND) Q'ty Amount (VND)


01100-08 Survey and Design of Construction Drawings

LS 3,261,440,000 0.0625 0.00 0 0.00 0 0.00 0


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

03500-11 Separation Geotextile 12kN/m non-woven (Type 1)

m2 13,984 0 0.00 0 0.00 0 0.00 0

03500-12 High Strength Geotextile 200kN/m / 50kN/m woven (Type 2)

m2 34,963 0 7,413.49 259,197,985 3,706.75 129,598,993 3,706.75 129,598,993

03600-01 Vacuum Consolidation Method m2 707,051 0 0.00 0 0.00 0 0.00 0


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



Package CW2C: Interconnecting Road between Cao Lanh Bridge and Vam Cong Bridge (Km 18+200 - Km 23+450)

Pay Item Description Unit

Price (VND)

Perform Qty up

date (May 2016)

Sep-2016 Oct-2016 Nov-2016

Q’ty Amount (VND) Q’ty Amount (VND) Q’ty Amount (VND)


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

-

-

-

-

-

-

-


03100-01

Excavation of Unsuitable Material

Đào vật liệu không phù hợp m3 39,776

-

-

-

-

-

-

-

03200-01

Structural Excavation

Đào kết cấu m3

706,919

-

-

-

542.00

383,150,098.00

-

-

03200-02

Structural Excavation in River: P7, P8 Lap Vo Bridge

Đào kết cấu dưới sông: trụ P7, P8 cầu Lấp Vò LS

20,000,000,000

-

-

-

-

-

-

-

03400-01

Embankment construction from Borrow

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

03500-01

Prefabricated Vertical Drain (PVD)

Bấc thấm đứng (PVD) m

7,445

-

-

-

-

-

-

-

03500-02

Vertical Sand Drain (VSD)

Cọc cát đứng (VSD) m

77,189

-

-

-

-

-

-

-

03500-04

Coarse Sand Blanket (CSB)

Tầng đệm cát thô (CSB) m3

268,824

-

-

-

-

-

-

-

03500-11

Separation Geotextile 12kN/m non-woven (Type 1)

Vải địa kỹ thuật ngăn cách (12kN/m không dệt) (Loại 1) m2

18,318

-

-

-

-

-

-

-

03500-12

High Strength Geotextile 200kN/m/50kN/m woven (Type 2)

Vải địa kỹ thuật cường độ cao (200kN/50kN dệt) (Loại 2) m2

43,966

-

-

-

-

-

-

-

03600-01

Vacuum Consolidation Method

Phương pháp cố kết hút chân không m2

698,088

-

5,516.34

3,850,887,965.57

-

-

-

-


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

-

-

07100-06 Concrete Class C30 Mpa 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

07100-09 Concrete Class C10 Mpa Bê tông mác C10 Mpa m3

1,284,340

8.62

-

-

87.91

112,906,329.40

32.57

41,830,953.80

07200-01

Driven Precast Piles (300 mm x 300 mm)

Cọc đóng đúc sẵn (300 mm x 300 mm) m

1,048,272

2,630.40

-

-

-

-

-

-



07200-01



587,032.00

2,630.40

-

-

-

-

-

-

07200-04



3,236,306

-

-

-

-

-

-

-

07300-01

Bored Pile 1,000 mm diameter

Cọc khoan nhồi đường kính 1.000 mm m

9,556,922

-

-

-

-

-

-

-

07300-05

Bored Pile 1,500 mm diameter

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

-

-

07400-01

Sheet Piled Revetment Wall

Tường vây cọc cừ ván m2

1,669,336

-

-

-

-

-

-

-

07450-01

Super T Girder L=38.10 - 38.30 m (all Types)

Dầm Super T, L=38,10 - 38,30m (tất cả các Loại) each

426,415,977

8.00

-

-

-

-

-

-

07450-01-72%



307,019,503.00

8.00

-

-

-

-

-

-

07450-01-28%



119,396,474.00

8.00

-

-

-

-

-

-

07450-03

Super T Girder L=28.70 m (all Types)

Dầm Super T (L=28,70m) (tất cả các loại) each

314,711,491

-

-

-

-

-

-

-

07450-03-72%



226,592,274.00

-

-

-

-

-

-

-

07450-03-28%



88,119,217.00

-

-

-

6.00

1,888,268,946.00

-

-

07500-01

Reinforcing Steel

Cốt thép kg 22,171

181,311.34

85,799.51

1,902,260,936.21 106,204.0

5

2,354,649,905.62

162,898.7

6

3,611,628,364.21

32,814,820,362.99

15,434,583,988.40

8,730,655,593.58



ANNEX 5-1: STATUS OF RESETTLEMENT ACTIVITIES

Pkg

Commune/

ward

Affected

Area

(ha)

Affected

HH

AHs who

received

compensation

AH who

hand-over

land

AHs who have not received

compensation AHs who have not handed-over

HH Reason HH Reason

Component 1 61.4 699 694 690 5 0 9

An Binh 5.7 103 103 99 0 4

- 3 HHs (Lan, Loc, Trieu) requeted some

additional support

CW1A

- 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

Tan My 1 21.5 179 174 174 5

5

CW1C

- 5 HHs Cườ g, Ngâ , Ba, Nă , Hồ g refused compensation

5 HHs Cườ g, Ngâ , Ba, Nă , Hồ g refused compensation

Component 2 100.1 619 619 619 0 0

Tan My 2 4.5 28 28 28 0

CW2A

My An

Hung B 29 175 175 175 0 -

Binh Thanh

Trung 24.7 142 142 142 0 0

CW2B

Binh Thanh 30.9 173 173 173 0 0

CW2C



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

CW3B Vinh Trinh 9.7 68 66 68 2

- Mai Anh Tuấ mortgaged LURC in the

Bank;

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



ANNEX 5-2: HOUSEHOLDS NEEDING RELOCATION

Package Commune/ward Affected HH

Household who Need Relocation

Total HH opted for Self-Relocation

HH opted to 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



ANNEX 5-3: SUMMARY OF COMPENSATION PAYMENTS

Component Total Nb

of HH

HH who received

compensation

Total compensation

Total disbursed Budget needed to

complete compensation

Billion VND Billion VND

% Billion 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 Thap

1525 1520 979.1 949.9 97% 29.2 3%

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 PROJECT

1783 1776 1180.9 1134.3 96% 46.6 4%

Source: CHLFD/CHLD August 2016



ANNEX 6: LOAN COVENANTS

No. Description

Loan Grant Gov. of Vietnam

TOTAL

ADB Kexim AusAID 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 and re-settlement

37.18 - - 15.79 52.97

5 Contingencies 86.45 29.79 23.25 12.07 151.56

6 Financing Charges 13.50 0.83

14.33

7 Project Management Support

4.63 4.63

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



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

Financial progress against disbursement plan

Quality standard against plan

Physical progress 53.02%. Planned progress 57.76%, behind Schedule -4.74%

Payment approved (IPCs) 576.68 billion VND, disbursement plan 595.02 billion VND 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


Financial progress against disbursement plan Quality standard against plan

Physical progress 69.78%. Planned progress 68.58%, ahead of Schedule +1.20%

Payment approved (IPCs) 2047.28 billion VND, disbursement plan: 2129.25 billion VND

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: 65.12%. Planned progress: 57.92%, ahead of Schedule: +7.20%

Payment approved (IPCs) 258.04 billion VND, disbursement plan: 235.68 billion VND

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: 48.48%. Planned progress 50.38%, Ahead the Schedule 1.81%

Payment approved (IPCs) 288.71 billion VND (excluded advance payment), disbursement plan 350.24 billion 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: 54.05%. Planned progress 53.86%, Ahead of Schedule 0.19%

Payment approved (IPCs) 320.72 billion VND (excluded advance payment), disbursement plan 420.65 billion 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: 60.51%. Planned progress 58.22%, Ahead of Schedule 2.29%

Payment approved (IPCs) 443.13 billion VND, disbursement plan 577.6 billion VND (excluded advance payment)

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 68.52%. Planned progress 68.33%, Ahead of Schedule 0.19%

Payment approved (IPC) N/A VND, disbursement plan N/A VND

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 34.99%. Planned progress 32.06%, Ahead of Schedule 2.93%

Payment approved (IPC) N/A VND, disbursement plan N/A VND

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

Seriously Injured

Killed: 02 Men, 00 Women

Seriously injured: 00 men, 00 women Vam Cong bridge: Main bridge & approach bridge (CW3A) No. of workers

Killed

Killed: N/A



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

Number of environmental grievances received Total 58 grievances

Total 43 people

Outstanding cases of grievance with construction Total 32 grievances

Vam Cong Bridge & Approach Road (CW3A, CW3B)

Number of environmental grievances received Total 06 grievances

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 (cases)

99% Total, 100% Vulnerable HH

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

MSE development

– Agriculture training started in August;

– Vocational training started;

– Training for small business completed in Can Tho City

– Delivering of input for HHs from November 2015

Participation in IRP activities against plan

Agriculture

Training

MSE development

In Can Tho City

+ Agriculture: training: 51/57 HH; handed-over inputs: 55/57HH

+ Vocational training: 31/48 HH

+ 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

HAPP and HTPP for community

100% completion for 8 CWs (training, group meeting, IEC material and condom distribution) 100 % completion (training, IEC material, condom and Peers Educator’s kit distribution)

Participation in activities against plan

HIV/AIDS for all packages CWs

HAPP and HTPP for community - Capacity strengthening of institutional stakeholders - Advocacy - IEC and BCC - Medical package

- Monitoring and evaluation

100% completion HIV/STIs examine and testing

100% completion

100% completion

100% completion

100% completion 100% completion

Overall expenditure against plan

HIV/AIDS for all packages CWs

HAPP and HTPP for community (DDIS)

Not available

4.019.718.495 VND, planned 4.298.478.695 VND

Learning and satisfaction with HAPP activities

Implementing partners at district and commune levels

Construction workers

Female Sex Workers

Completed first time training workshops in Dong Thap and Can Tho for the second year

100 % demonstrating adequate learning, 100% satisfaction

100% demonstrating adequate learning, 100% satisfaction 100% demonstrating adequate learning, 100% satisfaction



Learning and satisfaction with HTPP training activities

Implementing partners at district and commune levels

Female Sex Workers

Completed first time training workshops in Dong Thap and Can Tho for the second year

100 % demonstrating adequate learning, 100 % satisfaction

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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