TABLE OF CONTENTS

Introduction: Steel Products Market Research

Part 1: Central Mekong Delta Connectivity Project (CMDCP)

General

Location Map

List of Bridges

Cao Lanh Bridge

Connectivity Road

Vam Cong Bridge

Appendix

Part 2: Steel Sheet Pile Market Survey

STEEL PRODUCTS MARKET RESEARCH - SOUTHERN OF VIET NAM SURVEY

I. THE NECESSARY OF MARKET REASEARCH

In construction market, there are too many steel products to compete to take the purchase acceptance and / or customer need. Therefore, understanding the market and the potential customers are the opportunities lead to succeed. The Southern of Viet Nam market is too large to know and difficult to put the products into. With the demand from NSMP Company, Apier Corporation, an independent market research company and carry out the market studies upon NSMP request

II. WHAT CAN APIER DO?

- Helping to find out the biggest market for NSMP products, the market is developing too fast, trend and prospects of market conditions, Apier is trying for business opportunities of NSMP.

- Allowing compact vision and efforting effectively in one area, certain range. From there NSMP can set the priority for a specific market target and plan for future market for steel products.

- Understanding of the competitors, including strengths and weaknesses, mistakes and success of their cause.

- Can help to find ideas for new product development. - And others from this market research.

III. ARGUMENT OF MARKET RESEARCH

The report will be devided two parts:

- The first are steel products from The Central Mekong Delta Connectivity Project. The first part will be sent at mid-term report. The contents are, steel products will be used at CMDCP include Cao Lanh Bridge, Vam Cong Bridge and Connectivity Road. Apier will add more information in the report to clear the market research. The drawing or more, Apier will send later

- The second are steel shape pipe, steel sheet pipe and others. Apier will send the report at the end of process and all the information will be in the final

VIET NAM CENTRAL MEKONG DELTA CONNECTIVITY PROJECT (CMDCP)

I. GENERAL

The Central Mekong Delta Connectivity Project (CMDCP) aims to promote sustained and equitable economic development by constructing high class transport infrastructure traversing the Mekong Delta Provinces of Dong Thap, Can Tho and An Giang.

The objective of the income restoration program is to stabilize, if not improve, the livelihood and income of severely affected and vulnerable households entitled to the Program. This objective will be achieved through a number of programs and activities:

- Improving the productivity of the remaining land through provision of agricultural/husbandry training courses for affected households.

- Developing household economies through provision of support for inputs to establish small businesses, agricultural or husbandry activities.

- Improving skills and employment opportunities through provision of vocational training courses and vocational support

The project has been developed with the support of an Asian Development Bank (ADB) and Government of Australia (GOA) financed Project Preparation Technical Assistance (PPTA) grant. The purpose of the PPTA was to develop the project to a level suitable for ADB financing. The PPTA provided the resources required to prepare the project and identify adequate mitigation of the project’s social, resettlement, environmental, and other impacts. The PPTA also reviewed and updated feasibility studies that the Government of Viet Nam’s (the Government) Ministry of Transport (MOT) and its CUU LONG Corporation for Investment, Development and Project Management of Infrastructure (Cuu Long CIPM) had prepared for the project. The PPTA found the project to be financially and economically feasible, with social and environmental impacts that could be effectively mitigated.

II. DETAILS

The Central Mekong Delta Connectivity Project (CMDCP) will construct the portion of Viet Nam’s proposed Second Southern Highway that traverses the Mekong Delta region to the west of Ho Chi Minh City (see map at Attachment 1). The project consists of three components:

- The Cao Lanh bridge, a cable stayed structure about 2 km long and 6 lanes wide over a branch of the Mekong River, with a central span of 350m and a maximum height above high water level of 37.5m;

- A connecting road between the two bridges about 16 km long, designed to 6 lane expressway standard and constructed initially to 4 lanes;

- The Vam Cong Bridge, similar to the Cao Lanh bridge, with a central span of 450m (consisting of Component 3A, the bridge itself, and Component 3B, the bridge approaches).

Geological investigation boring will be carried out at all abutments and priers with standard penetration. Details are as below: 1) Package 1: Cao Lanh Bridge and approach roads

Cao Lanh Bridge

- For the main river piers, 2 boreholes for each pier foundation, one of which will be carried to twice the depth of the foundations. For the purposes, lengths of 100m and approximately 200m below the river bed for each of the two boreholes for each foundation will be carried out.

- For piers of the approach structure piers, it is expected there will be about 34 piers and 2 abutments. One borehole/pier is arranged. The depth of the boreholes will be carried out 75~90m.

Bridges on approach road section (5.7km) includes 7 bridges, in which:

- Three long bridges (total 32 piers), one borehole/pier is arranged. The depth of the borehole will be carried out at least 70m.

- One medium bridge (total 6 piers), one borehole/pier is arranged. The depth of the borehole will be carried out at least 45m..

- Three bridges (total 6 piers), one borehole/pier is arranged. The depth of the boreholes is expected to be at least 40m. 2) Package 2: Connecting road between Cao Lanh & Vam Cong (15.7km) includes 18 bridges, in which:

- Two long bridges (total 28 piers), one borehole/pier is arranged. The depth of the borehole will be carried out at least 70m.

- Five medium bridges (total 44 piers), one borehole/pier is arranged. The depth of the borehole will be carried out at least 65m.

- 11 small bridges (total 22 piers), one borehole/pier is arranged. The depth of the borehole will be carried out at least 60m. 3) Package 3B: Vam Cong Bridge approach:

- Two small bridges (total 4 piers), one borehole/pier is arranged. The depth of the borehole will be carried out at least 60m.

- One medium bridges (total3 piers), one borehole/pier is arranged. The depth of the borehole will be carried out at least 70m.

LIST OF BRIDGES

Legend

Lengh of Bridges Lc(m)

/Chiều dài cầu

Start (A1) End (A2)1 BR-1 Đình Chung Km0+152.00 Km0+493.70 341.72 BR-2 Linh Sơn Km1+067.73 Km1+199.03 131.33 BR-3 Khém Bần Km1+495.52 Km1+527.62 32.14 BR-4 Tịnh Thới Km2+165.75 Km2+644.25 478.55 BR-5 Rạch Miễu Km3+730.57 Km3+762.67 32.16 CL Cao Lãnh Km3+951.55 Km5+978.45 2026.9 2026.9 CW1B7 BR-6 Tân Mỹ Km7+204.75 Km7+575.25 370.5 370.5 CW1C8 BR-7 Cầu Km8+33.27 Km7+990.70 Km8+072.90 82.29 BR-8 Kênh Thầy Lâm Km8+550.35 Km8+690.15 139.8

10 BR-9 Mương Lớn Km10+058.70 Km10+333.30 274.611 BR-10 Kênh Đất Sét Km11+342.25 Km11+577.75 235.512 BR-11 Câù Km13+329.97 Km13+208.45 Km13+251.55 43.113 BR-12 Kênh Xáng Múc Km13+959.75 Km14+250.25 290.514 BR-13 Cầu Km15+269.21 Km15+267.24 Km15+297.34 30.115 BR-14 Rạch Tân Bình Km15+671.18 Km15+978.83 307.6516 BR-15 Cầu Km16+394.28 Km16+356.90 Km16+430.10 73.217 BR-16 Xáng Nhỏ Km16+885.88 Km16+957.08 71.218 BR-17 Rạch 2-9 Km17+204.38 Km17+445.78 241.419 BR-18 Rạch Vượt Km17+724.40 Km17+795.60 71.220 BR-19 Lấp Vò Km18+426.40 Km19+052.80 626.421 BR-20 Rạch Lấp Vò Km19+708.29 Km19+751.71 43.4222 BR-21 Kênh Ranh Km21+413.44 Km21+456.54 43.123 BR-22 Rạch Ông Hành Km22+018.95 Km22+055.05 36.124 BR-23 Rạch Xếp Cụt Km23+219.29 Km23+281.66 62.3725 VC Vàm Cống Km23+831.06 Km26+800.46 2969.4 2969.4 CW3A

811.39 CW2C

1015.7 CW1A

775.2 CW2A

1085.25 CW2B

No STT

Name of Bridge / Tên cầu

Station at End of abutment / Lý trình đuôi mố cầu

Total length

(m)Package

26 BR-24 Rạch 1* Km27+067.26 Km27+110.79 43.5327 BR-25 Rạch 2 Km27+492.05 Km27+527.15 35.128 BR-26 Rạch Ngã Chùa* Km28+115.01 Km28+177.36 62.35

140.98 CW3B

VIET NAM CENTRAL MEKONG DELTA CONNECTIVITY PROJECT (CMDCP) CAO LANH BRIDGE

VIET NAM CENTRAL MEKONG DELTA CONNECTIVITY PROJECT (CMDCP)

CAO LANH BRIDGE

No ItemsSize

(Length/Diameter/ Thickness/Volume)

Unit Quantities Drawing Note

I Temporary Structure1 Steel Sheet Piled Revetment Wall L =12m m/T 4,130.000

L = 24m m/T 3,780.000Larsen IV m/T 16,539.000

2 Steel shape pile I400 m/T 217.4143 Steel pile, sonic pile Þ56/60mm m/T 23,131.428

Steel pile, sonic pile Þ109,4/114mm m/T 20,457.0004 Casing pipe Þ1580/1600 L=10m m/T 125.514

Casing pipe Þ1580/1600 L=27m m/T 88.410

5 Welding the casing Φ2500-t20mm Nos. 252.000 "Nos" is the unit that can use with several

II Substructure1 Piers

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 5,630.415

CMDCP-1A-BR-2035 --> 2039CMDCP-CW1A-BR-2153 --> 2162CMDCP-1A-BR-2332 --> 2339CMDCP-1B-CL-2560 --> 2575CMDCP-1C-BR-2039

Rigid frame bracing system

C300 & C140

ton 106.760

These used for the piers in river and on land. They could use independent or connect with the

Formwork m2 11,400.5002 Abutments

CMDCP-CW1A-BR-2281 --> 2288CMDCP-CW1A-BR-2181 --> 2188CMDCP-1B-CL-2313 -->2315CMDCP-1A-BR-2380 --> 2382CMDCP-1A-BR-2482 --> 2484

The Unit "m/T" that following as drawings and the costimates. That unit can be explained by "m". The dimension of Larsen will be show in the construction method with many difference

Cao Lanh Bridge

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 541.697

CMDCP-1A-BR-2018 --> 2023CMDCP-CW1A-BR-2220 --> 2243CMDCP-1B-CL-2407 -->2451CMDCP-CW1A-BR-2122 --> 2145CMDCP-1A-BR-2321 --> 2323CMDCP-CW1A-BR-2420 --> 2443CMDCP-1B-CL-2531 --> 2533CMDCP-1C-BR-2023 --> 2028

Rigid frame bracing system

C300 & C140

ton 21.110

Support for scaffolding, keep the frame in construction method for steel sheet pile

Formwork m2 7,245.9403 Driven Precast Piles

Type 1 300 mm x 300 mm m 63.431 CMDCP-CW1A-BR-2289 --> 2291CMDCP-CW1A-BR-2189 --> 2191

Type 2 450 mm x 450 mm m 27,225.000CMDCP-CW1A-BR-2209 --> 2215CMDCP-CW1A-BR-2109 --> 2117CMDCP-CW1A-BR-2409 --> 2415

4 Bored Piles D=1500mm m 44,456.440

CMDCP-1A-BR-2011 --> 2015CMDCP-1B-CL-2318 --> 2324CMDCP-1A-BR-2311 --> 2314CMDCP-1B-CL-2522 --> 2528CMDCP-1C-BR-2011 --> 2014

Bored Piles D=2500mm m 12,320.0005 Piled slab

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 313.350

CMDCP-1A-BR-2092 --> 2097CMDCP-CW1A-BR-2292 --> 2297CMDCP-1A-BR-2390 --> 2394CMDCP-1B-CL-2670 --> 2675CMDCP-1C-BR-2090 --> 2095

Formwork m2 5,951.350

6Run-on slab / Approach slab

These parts Apier showing in the drawings below. They incule steel bar, formwork and general

Cao Lanh Bridge

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 96.840

CMDCP-1A-CV-2206CMDCP-1A-BR-2024 --> 2026CMDCP-CW1A-BR-2244CMDCP-CW1A-BR-2146CMDCP-1A-BR-2324 --> 2325CMDCP-CW1A-BR-2444CMDCP-1C-BR-2029 --> 2031

Formwork m2 130.080

III Superstructure1 Girder

Super T Girder L=26,30m - 38.30m each 693.000

CMDCP-1A-BR-2040 --> 2056CMDCP-CW1A-BR-2261 --> 2262CMDCP-1A-BR-2344 --> 2353CMDCP-1B-CL-2582 --> 2595CMDCP-1C-BR-2043 --> 2053

In the Bill Of Quantities, the explaination is "each" and precasted. However, Apier take into additional

External formwork m2 62,959.463Super-T girder mould casting bed

External formwork m2 82.440Internal formwork m2 53.080

Voided Slab Girder L=24m each 140.000

CMDCP-CW1A-BR-2263CMDCP-CW1A-BR-2265 --> 2269CMDCP-CW1A-BR-2167 --> 2168CMDCP-CW1A-BR-2465 --> 2469

Formwork m2 6,164.940Interior formwork m2 7,456.000

2 Deck slab

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 2,225.410CMDCP-1A-BR-2062 --> 2069CMDCP-1A-BR-2357 --> 2362CMDCP-1C-BR-2059 --> 2067

Scaffolding ton 2.951Formwork m2 8,732.820

Apier explain by Reinforcing Steel drawings as below

Apier provide the Reinforcing Steel drawings, not deck slab general

Cao Lanh Bridge

3 Cross beam

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 203.900

CMDCP-1A-BR-2057 --> 2061CMDCP-1A-BR-2354 --> 2356CMDCP-1B-CL-2600 --> 2603CMDCP-1C-BR-2054 --> 2058

Formwork m2 934.580

4 PC bar- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 18.865

5 Railing, Guardrail

- Þ101.6mm, 4.2mm- Þ76.3mm, 3.2mm- Þ90mm, 3.3mm- Þ67.5mm, 3.2mm- Steel plate 10mm- Steel plate 384,7x99x13- Steel plate 130x610x180- Bolt Þ22, L=650mm

m 8,438.200

CMDCP-1A-BR-2077 --> 2078CMDCP-CW1A-BR-2273 --> 2274CMDCP-1B-CL-2473CMDCP-CW1A-BR-2176 --> 2177CMDCP-1A-BR-2372 --> 2373CMDCP-1C-BR-2077 --> 2078

Safety railing ton 30.620 Main bridge6 Stay Cables CMDCP-1B-CL-2490 -->2494

Stay Cable ton 968.476Formwork m2 172.627

7 PC Strand ton 476.340

8 Pylon Tower ton 4,893.525 CMDCP-1B-CL-2307 --> 2308CMDCP-1B-CL-2337 -->2390

Cable Anchorage Type 36mm ton 122.420Cable Anchorage Type 47mm ton 273.622Cable Anchorage Type 57mm ton 177.167Cable Anchorage Type 65mm ton 317.098Formwork m2 3,811.000

9 Link slab

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 258.130 CMDCP-1A-BR-2060

Formwork m2 57.600

Cao Lanh Bridge

10 Precast panel

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 102.130

Formwork m2 11,761.740

IV Others1 Steel Barriers m 8,941.000 CMDCP-1A-CV-3007

Steel Barriers ton 221.399 Main bridge2 Steel Drain Pipe D=150-200mm m 506.610

Steel Pipe Φ150/160mm ton 2.964

3

Street Lighting

CMDCP-1A-BR-2378 --> 2379CMDCP-1A-EL-2401 --> 2415CMDCP-1A-EL-2701 --> 2716CMDCP-1C-EL-2401 --> 2415

Type 1 H=12m (250W) each 119.000Type 2 H=12m (250W/150W) each 6.000Type 3 H=10m (250W/150W) each 78.000Type 4 H=10m (250W/150W) each 43.000

4 Median Barrier

Reinforcing Steel 10 < Þ ≤ 18 ton 210.260 CMDCP-1B-CL-2472 -->2472aCMDCP-1C-BR-2079 --> 2080

Formwork m2 1,462.000

Cao Lanh Bridge

VIET NAM CENTRAL MEKONG DELTA CONNECTIVITY PROJECT (CMDCP)

CONNECTIVITY ROAD

VIET NAM CENTRAL MEKONG DELTA CONNECTIVITY PROJECT (CMDCP)

CONNECTIVITY ROAD

No ItemsSize

(Length/Diameter/ Thickness/Volume)

Unit Quantities Drawing Note

I Temporary Structure1 Steel Sheet Piled Revetment Wall L = 18m m / T 3,645.000

Larsen IV m 98,432.2402 Sheet Piled Revetment Wall m2 2,340.0003 Steel shape pile I300 m / T 14.200

I400 m / T 848.074I400, L = 18m m / T 216.000I500 m / T 41.836

4 Steel pile Þ56/60mm m / T 151,933.622Þ109,4/114mm m / T 16,070.000Þ102/114mm m / T 47,667.906Þ1090/1100 m / T 693.240 Þ1080/1100, L=10m m / T 29.350

5 Position pile 2 I400 m / T 2,412.160

6 Concrete sheet pile L = 25m Nos. 94.000"Nos" is the unit that can use with several

II Substructure1 Piers

CMDCP-CW2A-BR-2081 --> 2088CMDCP-CW2A-BR-2181 --> 2188CMDCP-CW2A-BR-2281 --> 2287CMDCP-CW2A-BR-2381 --> 2388CMDCP-CW2A-BR-2481 --> 2499CMDCP-2B-BR-2087 --> 2094CMDCP-CW2B-BR-2181 --> 2188CMDCP-CW2B-BR-2281 --> 2287CMDCP-CW2B-BR-2381 --> 2388CMDCP-CW2B-BR-2481 --> 2487CMDCP-CW2B-BR-2581 --> 2588CMDCP-CW2B-BR-2681 --> 2687

The Unit "m/T" that following as drawings and the costimates. That unit can be explained by "m". The dimension of Larsen will be show in the construction method with many difference length

Connectivity Road

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 2,961.410

CMDCP-CW2A-BR-2033 --> 2036CMDCP-CW2A-BR-2135 --> 2142CMDCP-CW2A-BR-2235 --> 2246CMDCP-CW2A-BR-2335 --> 2346CMDCP-2B-BR-2032 --> 2037CMDCP-CW2B-BR-2234 --> 2243CMDCP-CW2B-BR-2337 --> 2340CMDCP-CW2B-BR-2438 --> 2441CMDCP-CW2B-BR-2534 --> 2541CMDCP-CW2B-BR-2632 --> 2635CMDCP-2C-BR-2045 --> 2059CMDCP-CW2C-BR-2433 --> 2435

These used for the piers in river and on land. They could use independent or connect with the scaffolding

Rigid frame bracing system C300 & C140 ton 37.960Formwork m2 18,875.476

2 Abutments

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 930.940

CMDCP-CW2A-BR-2015 --> 2026CMDCP-CW2A-BR-2116 --> 2127CMDCP-CW2A-BR-2216 --> 2227CMDCP-CW2A-BR-2316 --> 2327CMDCP-CW2A-BR-2414 --> 2425CMDCP-2B-BR-2022 --> 2025CMDCP-CW2B-BR-2120 --> 2131CMDCP-CW2B-BR-2216 --> 2227CMDCP-CW2B-BR-2319 --> 2330CMDCP-CW2B-BR-2420 --> 2431CMDCP-CW2B-BR-2516 --> 2527CMDCP-CW2B-BR-2614 --> 2625CMDCP-2C-BR-2021 --> 2023CMDCP-CW2C-BR-2114 --> 2127CMDCP-CW2C-BR-2219 --> 2234CMDCP-CW2C-BR-2319 --> 2331CMDCP-CW2C-BR-2414 --> 2426

Connectivity Road

Rigid frame bracing system C300 & C140 ton 129.319

Support for scaffolding, keep the frame in construction method for steel sheet pile

Formwork m2 15,999.9403 Driven Precast Piles

Type 1 300 x 300 mm m 138,507.400

CMDCP-CW2A-BR-2089 --> 2091CMDCP-CW2A-BR-2189 --> 2191CMDCP-CW2A-BR-2289 --> 2291CMDCP-CW2A-BR-2389 --> 2391CMDCP-CW2A-BR-2489 --> 2491CMDCP-2B-BR-2095 --> 2096CMDCP-CW2B-BR-2189 --> 2191CMDCP-CW2B-BR-2289 --> 2291CMDCP-CW2B-BR-2389 --> 2391CMDCP-CW2B-BR-2489 --> 2491CMDCP-CW2B-BR-2589 --> 2591CMDCP-CW2C-BR-2189 --> 2191CMDCP-CW2C-BR-2289 --> 2291CMDCP-CW2C-BR-2389 --> 2391CMDCP-CW2C-BR-2499 --> 2491

Type 2 450 x 450 mm m 26,930.400

CMDCP-CW2B-BR-2109 --> 2117CMDCP-CW2B-BR-2309 --> 2316CMDCP-CW2B-BR-2409 --> 2417CMDCP-CW2C-BR-2209 --> 2216CMDCP-CW2C-BR-2309 --> 2316

Connectivity Road

4 Bored Piles D = 1000 mm m 51,131.000

CMDCP-CW2A-BR-2009 --> 2012CMDCP-CW2A-BR-2109 --> 2113CMDCP-CW2A-BR-2209 --> 2213CMDCP-CW2A-BR-2309 --> 2313CMDCP-CW2A-BR-2409 --> 2411CMDCP-2B-BR-2011 --> 2014CMDCP-CW2B-BR-2209 --> 2213CMDCP-CW2B-BR-2509 --> 2513CMDCP-CW2B-BR-2609 --> 2611CMDCP-2C-BR-2012 --> 2015CMDCP-CW2C-BR-2109 --> 2111CMDCP-CW2C-BR-2409 --> 2411

Bored Piles D = 1500 mm m 11,026.000

5 Piled slab

CMDCP-CW2A-BR-2092 --> 2097CMDCP-CW2A-BR-2192 --> 2197CMDCP-CW2A-BR-2292 --> 2297CMDCP-CW2A-BR-2392 --> 2397CMDCP-CW2A-BR-2492 --> 2497CMDCP-2B-BR-2090 --> 2094CMDCP-CW2B-BR-2192 --> 2197CMDCP-CW2B-BR-2292 --> 2297CMDCP-CW2B-BR-2392 --> 2397CMDCP-CW2B-BR-2492 --> 2497CMDCP-CW2B-BR-2592 --> 2597CMDCP-CW2B-BR-2692 --> 2697CMDCP-2C-BR-2190 --> 2197CMDCP-CW2C-BR-2192 --> 2197CMDCP-CW2C-BR-2292 --> 2297CMDCP-CW2C-BR-2392 --> 2397CMDCP-CW2C-BR-2492 --> 2497

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 1,013.460

Formwork m2 1,198.000

Connectivity Road

6 Run-on slab / Approach slab

CMDCP-CW2A-BR-2027CMDCP-CW2A-BR-2128CMDCP-CW2A-BR-2228CMDCP-CW2A-BR-2328CMDCP-CW2A-BR-2426CMDCP-2B-CV-2212CMDCP-2B-BR-2026 --> 2027CMDCP-CW2B-BR-2132CMDCP-CW2B-BR-2228CMDCP-CW2B-BR-2331CMDCP-CW2B-BR-2432CMDCP-CW2B-BR-2528CMDCP-CW2B-BR-2626CMDCP-2C-BR-2024 --> 2025CMDCP-CW2C-BR-2128CMDCP-CW2C-BR-2235CMDCP-CW2C-BR-2332CMDCP-CW2C-BR-2427

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18 ton 274.810

Formwork m2 416.600

III Superstructure1 Girder

Super T Girder L= 28,70 – 38,30m each 214.000 CMDCP-2B-BR-2043 --> 2052CMDCP-2C-BR-2104 --> 2115

External formwork m2 41,980.740

Voided Slab Girder L= 24m each 600.000

CMDCP-CW2A-BR-2052 --> 2053CMDCP-CW2A-BR-2164 --> 2165CMDCP-CW2A-BR-2254 --> 2255CMDCP-CW2A-BR-2364 --> 2365CMDCP-CW2C-BR-2152 --> 2153CMDCP-CW2C-BR-2252 --> 2253CMDCP-CW2C-BR-2452 --> 2453

Connectivity Road

Formwork m2 28,448.700

Voided Slab Girder L= 21m each 220.000

CMDCP-CW2B-BR-2152 --> 2153CMDCP-CW2B-BR-2352 --> 2353CMDCP-CW2B-BR-2452 --> 2453CMDCP-CW2B-BR-2652 --> 2653CMDCP-CW2C-BR-2352 --> 2353

Formwork m2 7,728.160

I Girder L = 33m each 222.886

CMDCP-CW2A-BR-2153 --> 2155CMDCP-CW2A-BR-2353 --> 2355CMDCP-CW2A-BR-2452 --> 2454CMDCP-CW2B-BR-2254 --> 2259CMDCP-CW2B-BR-2554 --> 2559

Formwork m2 22,289.140Box Girder 47m + 72m + 47m

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 596.630

Formwork m2 11,023.830

2 Deck slab CMDCP-2B-BR-2056 --> 2060CMDCP-2C-BR-2119 --> 2125

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 916.000

Formwork m2 2,679.700

3 Cross beam

CMDCP-CW2A-BR-2156 --> 2157CMDCP-CW2A-BR-2356 --> 2357CMDCP-CW2A-BR-2455 --> 2456CMDCP-2B-BR-2053 --> 2055CMDCP-CW2B-BR-2260 --> 2262CMDCP-CW2B-BR-2560 --> 2562CMDCP-2C-BR-2116 --> 2118

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 107.380

Formwork m2 4,639.890

Connectivity Road

4 Railing, Guardrail

- Þ101.6mm, 4.2mm- Þ76.3mm, 3.2mm- Þ90mm, 3.3mm- Þ67.5mm, 3.2mm- Steel plate 10mm- Steel plate 384,7x99x13- Steel plate 130x610x180- Bolt Þ22, L=650mm

m 13,532.000

CMDCP-CW2A-BR-2061 --> 2062CMDCP-CW2A-BR-2176 --> 2177CMDCP-CW2A-BR-2263 --> 2264CMDCP-CW2A-BR-2376 --> 2377CMDCP-CW2A-BR-2466 --> 2467CMDCP-2B-BR-2069 --> 2070CMDCP-CW2B-BR-2161 --> 2162CMDCP-CW2B-BR-2274 --> 2275CMDCP-CW2B-BR-2361 --> 2362CMDCP-CW2B-BR-2461 --> 2462CMDCP-CW2B-BR-2574 --> 2575CMDCP-CW2B-BR-2661 --> 2662CMDCP-2C-BR-2142 --> 2144CMDCP-CW2C-BR-2161 --> 2162CMDCP-CW2C-BR-2261 --> 2262CMDCP-CW2C-BR-2361 --> 2362CMDCP-CW2C-BR-2461 --> 2462

5 Stay Cables Stay Cable ton 107.140

Connectivity Road

6 PC Strand 12.7mm T / m 443,984.000

CMDCP-CW2A-BR-2051CMDCP-CW2A-BR-2152CMDCP-CW2A-BR-2163CMDCP-CW2A-BR-2253CMDCP-CW2A-BR-2352CMDCP-CW2A-BR-2363CMDCP-CW2A-BR-2451CMDCP-CW2B-BR-2151CMDCP-CW2B-BR-2253CMDCP-CW2B-BR-2351CMDCP-CW2B-BR-2451CMDCP-CW2B-BR-2553CMDCP-CW2B-BR-2651CMDCP-CW2C-BR-2151CMDCP-CW2C-BR-2251CMDCP-CW2C-BR-2351CMDCP-CW2C-BR-2451

7 Link slab

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 158.320

Formwork m2 50.160

8 Precast panel

CMDCP-CW2A-BR-2158 --> 2159CMDCP-CW2A-BR-2358 --> 2359CMDCP-CW2A-BR-2457 --> 2458CMDCP-CW2B-BR-2263 --> 2264CMDCP-CW2B-BR-2563 --> 2564

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 1,031.810

IV Others

1 Steel Barriers m 3,710.000CMDCP-2A-CV-3007CMDCP-2B-CV-3007

Connectivity Road

2 Steel Drain Pipe D = 150mm - 200mm m 1,021.270Drawing attached with PVC Pipe

3 Street LightingType 1 H=12m each 33.000 HPS 4x150WType 2 H=12m each 7.000 HPS 250W/150WType 3 H=10m each 46.000 HPS 250/150WType 4 H=10m each 39.000 HPS 250/150WType 9 H=25m each 2.000 HPS 400W

4 Median Barrier

Reinforcing Steel 10 < Þ ≤ 18ton 156.615

Formworkm2 2,978.112

CMDCP-2A-CV-3003 --> 3006CMDCP-2B-CV-3006CMDCP-2B-BR-2071 --> 2072CMDCP-2C-BR-2145 --> 2147

CMDCP-2C-EL-2401 --> 2420

Connectivity Road

VIET NAM CENTRAL MEKONG DELTA CONNECTIVITY PROJECT (CMDCP) VAM CONG BRIDGE

VIET NAM CENTRAL MEKONG DELTA CONNECTIVITY PROJECT (CMDCP)

VAM CONG BRIDGE

No ItemsSize

(Length/Diameter/ Thickness/Volume)

Unit Quantities Drawing Note

I Temporary Structure

1 Steel Sheet Piled Revetment Wall Larsen IV m 10,785.740

2 Steel shape pile I300 T/m 5,781.000

3 Steel pile Þ1090/1100 m / T 35.000

II Substructure1 Piers

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 12,020.300 CMDCP-CW3B-BR-2233 --> 2235

Rigid frame bracing system C300 & C140

ton 3.075

Support for scaffolding, keep the frame in construction method for steel sheet pile

Formwork m2 161.9102 Abutments

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 695.864CMDCP-CW3B-BR-2018 --> 2031CMDCP-CW3B-BR-2118 --> 2129CMDCP-CW3B-BR-2214 --> 2226

CMDCP-CW3B-BR-2083 --> 2086CMDCP-CW3B-BR-2183 --> 2186CMDCP-CW3B-BR-2281 --> 22887

Vam Cong Bridge

Rigid frame bracing system C300 & C140

ton 58.275

Support for scaffolding, keep the frame in construction method for steel sheet pile

Formwork m2 2,641.3303 Driven Precast Piles

Type 1 300 mm x 300 mm m 84,616.800CMDCP-CW3B-BR-2089 --> 2091CMDCP-CW3B-BR-2189 --> 2191CMDCP-CW3B-BR-2289 --> 2291

Type 2 450 mm x 450 mm m 8,832.000

4 Bored Piles

D=1500mm

m 56,896.000CMDCP-CW3B-BR-2009 --> 2015CMDCP-CW3B-BR-2109 --> 2115CMDCP-CW3B-BR-2209 --> 2215

Bored Piles D=2500mm m 5,760.000Bored Piles D=1000mm m 240.000

5 Piled slabCMDCP-CW3B-BR-2092 --> 2097CMDCP-CW3B-BR-2192 --> 2197CMDCP-CW3B-BR-2292 --> 2297

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 83.900 CMDCP-3A-BR-2010 --> 2015

Formwork m2 2,591.8906 Run-on slab / Approach slab

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18 ton 8.483

Formwork m2 13.230

III Superstructure1 Girder

Super T Girder L=26,30m - 38.30m eachL = 40m each 680.000L = 30m each 22.000

CMDCP-CW3B-BR-2032CMDCP-CW3B-BR-2130CMDCP-CW3B-BR-2227

Vam Cong Bridge

Voided Slab Girder L=24m each 138.000CMDCP-CW3B-BR-2052 --> 2053CMDCP-CW3B-BR-2152 --> 2153CMDCP-CW3B-BR-2252 --> 2253

Formwork m2 375.4202 Deck slab, Cross beam

Reinforcing Steel- Þ ≤ 10- 10 < Þ ≤ 18- Þ > 18

ton 4,291.340

Scaffolding tonFormwork m2 126.480

3 Railing, Guardrail m 632.000CMDCP-CW3B-BR-2161 --> 2162CMDCP-CW3B-BR-2061 --> 2062CMDCP-CW3B-BR-2261 --> 2262

Safety railing ton 1,443.9204 Stay Cables

Stay Cable ton 1,153.780

5PC Strand

ton 0.806CMDCP-CW3B-BR-2051CMDCP-CW3B-BR-2151CMDCP-CW3B-BR-2251

6 Pylon Tower tonReinforcing Steel ton 7,089.100

IV Others

1 Steel Barriers m 1,964.600CMDCP-3A-CV-3007CMDCP-3B-CV-3007

2 Steel Drain PipeSteel Pipe Φ150 each 627.000

3 Street LightingDouble type H=12m (250W) each 108.000Single type H=10m (250W/150W) each 28.000

4 Median BarrierReinforcing Steel CMDCP-3A-CV-3003 -->3006

Type 1 D20, Þ ≤ 18 ton 1.960

CMDCP-3B-EL-2402 --> 2421

Vam Cong Bridge

Type 2 D16, Þ ≤ 18 ton 1.440Formwork m2 134.400

Vam Cong Bridge