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
No STT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25
Legend
BR-1 BR-2 BR-3 BR-4 BR-5 CL BR-6 BR-7 BR-8 BR-9 BR-10 BR-11 BR-12 BR-13 BR-14 BR-15 BR-16 BR-17 BR-18 BR-19 BR-20 BR-21 BR-22 BR-23 VC
Name of Bridge / Tên cầu Đình Chung Linh Sơn Khém Bần Tịnh Thới Rạch Miễu Cao Lãnh Tân Mỹ Cầu Km8+33.27 Kênh Thầy Lâm Mương Lớn Kênh Đất Sét Câù Km13+329.97 Kênh Xáng Múc Cầu Km15+269.21 Rạch Tân Bình Cầu Km16+394.28 Xáng Nhỏ Rạch 2-9 Rạch Vượt Lấp Vò Rạch Lấp Vò Kênh Ranh Rạch Ông Hành Rạch Xếp Cụt Vàm Cống
Station at End of abutment / Lý trình đuôi mố cầu Start (A1) Km0+152.00 Km1+067.73 Km1+495.52 Km2+165.75 Km3+730.57 Km3+951.55 Km7+204.75 Km7+990.70 Km8+550.35 Km10+058.70 Km11+342.25 Km13+208.45 Km13+959.75 Km15+267.24 Km15+671.18 Km16+356.90 Km16+885.88 Km17+204.38 Km17+724.40 Km18+426.40 Km19+708.29 Km21+413.44 Km22+018.95 Km23+219.29 Km23+831.06
End (A2) Km0+493.70 Km1+199.03 Km1+527.62 Km2+644.25 Km3+762.67 Km5+978.45 Km7+575.25 Km8+072.90 Km8+690.15 Km10+333.30 Km11+577.75 Km13+251.55 Km14+250.25 Km15+297.34 Km15+978.83 Km16+430.10 Km16+957.08 Km17+445.78 Km17+795.60 Km19+052.80 Km19+751.71 Km21+456.54 Km22+055.05 Km23+281.66 Km26+800.46
Lengh of Bridges Lc(m) / Chiều dài cầu 341.7 131.3 32.1 478.5 32.1 2026.9 370.5 82.2 139.8 274.6 235.5 43.1 290.5 30.1 307.65 73.2 71.2 241.4 71.2 626.4 43.42 43.1 36.1 62.37 2969.4
Total length (m)
Package
1015.7
CW1A
2026.9 370.5
CW1B CW1C
775.2
CW2A
1085.25
CW2B
811.39
CW2C
2969.4
CW3A
26 27 28
BR-24 BR-25 BR-26
Rạch 1* Rạch 2 Rạch Ngã Chùa*
Km27+067.26 Km27+492.05 Km28+115.01
Km27+110.79 Km27+527.15 Km28+177.36
43.53 35.1 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 I
Items
Unit
Quantities
Drawing
Note
Temporary Structure 1 Steel Sheet Piled Revetment Wall
2 Steel shape pile 3 Steel pile, sonic pile Steel pile, sonic pile 4 Casing pipe Þ1580/1600 Casing pipe Þ1580/1600 5 II
Size (Length/Diameter/ Thickness/Volume)
Welding the casing
L =12m L = 24m Larsen IV I400 Þ56/60mm Þ109,4/114mm L=10m L=27m Φ2500-t20mm
m/T m/T m/T m/T m/T m/T m/T m/T Nos.
The Unit "m/T" that following as drawings 3,780.000 and the costimates. 16,539.000 CMDCP-CW1A-BR-2281 --> 2288 That unit can be 217.414 CMDCP-CW1A-BR-2181 --> 2188 explained by "m". The 23,131.428 CMDCP-1B-CL-2313 -->2315 dimension of Larsen 20,457.000 CMDCP-1A-BR-2380 --> 2382 will be show in the 125.514 CMDCP-1A-BR-2482 --> 2484 construction method 88.410 with many difference "Nos" is the unit that 252.000 can use with several 4,130.000
Substructure 1 Piers
Reinforcing Steel
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18
Rigid frame bracing system
ton
CMDCP-1A-BR-2035 --> 2039 CMDCP-CW1A-BR-2153 --> 2162 5,630.415 CMDCP-1A-BR-2332 --> 2339 CMDCP-1B-CL-2560 --> 2575 CMDCP-1C-BR-2039
ton
106.760
m2
11,400.500
C300 & C140 Formwork 2 Abutments
These used for the piers in river and on land. They could use independent or connect with the
Cao Lanh Bridge
Reinforcing Steel
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18
Rigid frame bracing system
ton
CMDCP-1A-BR-2018 --> 2023 CMDCP-CW1A-BR-2220 --> 2243 CMDCP-1B-CL-2407 -->2451 CMDCP-CW1A-BR-2122 --> 2145 541.697 CMDCP-1A-BR-2321 --> 2323 CMDCP-CW1A-BR-2420 --> 2443 CMDCP-1B-CL-2531 --> 2533 CMDCP-1C-BR-2023 --> 2028
ton
21.110
m2
7,245.940
C300 & C140 Formwork 3 Driven Precast Piles Type 1
300 mm x 300 mm
m
Type 2
450 mm x 450 mm
m
D=1500mm
m
D=2500mm
m
4 Bored Piles
Bored Piles
CMDCP-CW1A-BR-2289 --> 2291 CMDCP-CW1A-BR-2189 --> 2191 CMDCP-CW1A-BR-2209 --> 2215 27,225.000 CMDCP-CW1A-BR-2109 --> 2117 CMDCP-CW1A-BR-2409 --> 2415 CMDCP-1A-BR-2011 --> 2015 CMDCP-1B-CL-2318 --> 2324 44,456.440 CMDCP-1A-BR-2311 --> 2314 CMDCP-1B-CL-2522 --> 2528 CMDCP-1C-BR-2011 --> 2014 12,320.000 63.431
5 Piled slab
Reinforcing Steel
Formwork
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18
ton
m2
Support for scaffolding, keep the frame in construction method for steel sheet pile
CMDCP-1A-BR-2092 --> 2097 CMDCP-CW1A-BR-2292 --> 2297 313.350 CMDCP-1A-BR-2390 --> 2394 CMDCP-1B-CL-2670 --> 2675 CMDCP-1C-BR-2090 --> 2095 5,951.350
These parts Apier showing in the drawings below. They incule steel bar, formwork and general
Run-on slab / Approach slab 6
Cao Lanh Bridge
Reinforcing Steel
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18 ton m2
Formwork III
CMDCP-1A-CV-2206 CMDCP-1A-BR-2024 --> 2026 CMDCP-CW1A-BR-2244 CMDCP-CW1A-BR-2146 CMDCP-1A-BR-2324 --> 2325 CMDCP-CW1A-BR-2444 96.840 CMDCP-1C-BR-2029 --> 2031 130.080
Apier explain by Reinforcing Steel drawings as below
Superstructure 1 Girder
Super T Girder
L=26,30m - 38.30m
External formwork Super-T girder mould External formwork Internal formwork Voided Slab Girder
each
CMDCP-1A-BR-2040 --> 2056 CMDCP-CW1A-BR-2261 --> 2262 693.000 CMDCP-1A-BR-2344 --> 2353 CMDCP-1B-CL-2582 --> 2595 CMDCP-1C-BR-2043 --> 2053
m2
62,959.463
m2 m2
82.440 53.080
casting bed
L=24m
Formwork Interior formwork
each m2 m2
CMDCP-CW1A-BR-2263 CMDCP-CW1A-BR-2265 --> 2269 140.000 CMDCP-CW1A-BR-2167 --> 2168 CMDCP-CW1A-BR-2465 --> 2469 6,164.940 7,456.000
2 Deck slab
Reinforcing Steel Scaffolding Formwork
In the Bill Of Quantities, the explaination is "each" and precasted. However, Apier take into additional
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18
ton ton m2
CMDCP-1A-BR-2062 --> 2069 2,225.410 CMDCP-1A-BR-2357 --> 2362 CMDCP-1C-BR-2059 --> 2067 2.951 8,732.820
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
Formwork 4 PC bar
5 Railing, Guardrail
ton m2
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18 - 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
ton
m
CMDCP-1A-BR-2057 --> 2061 CMDCP-1A-BR-2354 --> 2356 203.900 CMDCP-1B-CL-2600 --> 2603 CMDCP-1C-BR-2054 --> 2058 934.580 18.865
CMDCP-1A-BR-2077 --> 2078 CMDCP-CW1A-BR-2273 --> 2274 CMDCP-1B-CL-2473 8,438.200 CMDCP-CW1A-BR-2176 --> 2177 CMDCP-1A-BR-2372 --> 2373 CMDCP-1C-BR-2077 --> 2078
Safety railing 6 Stay Cables Stay Cable Formwork 7 PC Strand
ton
30.620
ton m2 ton
968.476 172.627 476.340
8
ton
4,893.525
ton ton ton ton m2
122.420 273.622 177.167 317.098 3,811.000
Pylon Tower Cable Anchorage Cable Anchorage Cable Anchorage Cable Anchorage Formwork 9 Link slab Reinforcing Steel Formwork
Main bridge CMDCP-1B-CL-2490 -->2494
Type 36mm Type 47mm Type 57mm Type 65mm
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18
ton m2
CMDCP-1B-CL-2307 --> 2308 CMDCP-1B-CL-2337 -->2390
258.130 CMDCP-1A-BR-2060 57.600
Cao Lanh Bridge
10 Precast panel Reinforcing Steel
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18
Formwork IV
Others 1 Steel Barriers Steel Barriers 2 Steel Drain Pipe Steel Pipe
D=150-200mm Φ150/160mm
ton
102.130
m2
11,761.740
m ton m ton
Street Lighting 3 Type 1 Type 2 Type 3 Type 4 4 Median Barrier Reinforcing Steel Formwork
H=12m (250W) H=12m (250W/150W) H=10m (250W/150W) H=10m (250W/150W) 10 < Þ ≤ 18
each each each each
8,941.000 CMDCP-1A-CV-3007 221.399 506.610 2.964 CMDCP-1A-BR-2378 --> 2379 CMDCP-1A-EL-2401 --> 2415 CMDCP-1A-EL-2701 --> 2716 CMDCP-1C-EL-2401 --> 2415 119.000 6.000 78.000 43.000
ton
210.260
m2
1,462.000
Main bridge
CMDCP-1B-CL-2472 -->2472a CMDCP-1C-BR-2079 --> 2080
Cao Lanh Bridge
VIET NAM CENTRAL MEKONG DELTA CONNECTIVITY PROJECT (CMDCP) CONNECTIVITY ROAD
VIET NAM CENTRAL MEKONG DELTA CONNECTIVITY PROJECT (CMDCP) CONNECTIVITY ROAD No I
Items
Temporary Structure 1 Steel Sheet Piled Revetment Wall 2 Sheet Piled Revetment Wall 3 Steel shape pile
4 Steel pile
5 Position pile 6 Concrete sheet pile
II
Size (Length/Diameter/ Thickness/Volume) L = 18m Larsen IV I300 I400 I400, L = 18m I500 Þ56/60mm Þ109,4/114mm Þ102/114mm Þ1090/1100 Þ1080/1100, L=10m 2 I400 L = 25m
Unit
m /T m m2 m /T m /T m /T m /T m /T m /T m /T m /T m /T m /T Nos.
Quantities
3,645.000 98,432.240 2,340.000 14.200 848.074 216.000 41.836 151,933.622 16,070.000 47,667.906 693.240 29.350 2,412.160 94.000
Drawing
CMDCP-CW2A-BR-2081 --> 2088 CMDCP-CW2A-BR-2181 --> 2188 CMDCP-CW2A-BR-2281 --> 2287 CMDCP-CW2A-BR-2381 --> 2388 CMDCP-CW2A-BR-2481 --> 2499 CMDCP-2B-BR-2087 --> 2094 CMDCP-CW2B-BR-2181 --> 2188 CMDCP-CW2B-BR-2281 --> 2287 CMDCP-CW2B-BR-2381 --> 2388 CMDCP-CW2B-BR-2481 --> 2487 CMDCP-CW2B-BR-2581 --> 2588 CMDCP-CW2B-BR-2681 --> 2687
Note
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 "Nos" is the unit that can use with several
Substructure 1 Piers
Connectivity Road
Reinforcing Steel
Rigid frame bracing system Formwork 2 Abutments
Reinforcing Steel
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18
C300 & C140
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18
ton
ton m2
ton
CMDCP-CW2A-BR-2033 --> 2036 CMDCP-CW2A-BR-2135 --> 2142 CMDCP-CW2A-BR-2235 --> 2246 CMDCP-CW2A-BR-2335 --> 2346 CMDCP-2B-BR-2032 --> 2037 CMDCP-CW2B-BR-2234 --> 2243 2,961.410 CMDCP-CW2B-BR-2337 --> 2340 CMDCP-CW2B-BR-2438 --> 2441 CMDCP-CW2B-BR-2534 --> 2541 CMDCP-CW2B-BR-2632 --> 2635 CMDCP-2C-BR-2045 --> 2059 CMDCP-CW2C-BR-2433 --> 2435 37.960 18,875.476
These used for the piers in river and on land. They could use independent or connect with the scaffolding
CMDCP-CW2A-BR-2015 --> 2026 CMDCP-CW2A-BR-2116 --> 2127 CMDCP-CW2A-BR-2216 --> 2227 CMDCP-CW2A-BR-2316 --> 2327 CMDCP-CW2A-BR-2414 --> 2425 CMDCP-2B-BR-2022 --> 2025 CMDCP-CW2B-BR-2120 --> 2131 CMDCP-CW2B-BR-2216 --> 2227 930.940 CMDCP-CW2B-BR-2319 --> 2330 CMDCP-CW2B-BR-2420 --> 2431 CMDCP-CW2B-BR-2516 --> 2527 CMDCP-CW2B-BR-2614 --> 2625 CMDCP-2C-BR-2021 --> 2023 CMDCP-CW2C-BR-2114 --> 2127 CMDCP-CW2C-BR-2219 --> 2234 CMDCP-CW2C-BR-2319 --> 2331 CMDCP-CW2C-BR-2414 --> 2426
Connectivity Road
Rigid frame bracing system
C300 & C140
Formwork 3 Driven Precast Piles
ton
129.319
m2
15,999.940
Type 1
300 x 300 mm
m
Type 2
450 x 450 mm
m
Support for scaffolding, keep the frame in construction method for steel sheet pile
CMDCP-CW2A-BR-2089 --> 2091 CMDCP-CW2A-BR-2189 --> 2191 CMDCP-CW2A-BR-2289 --> 2291 CMDCP-CW2A-BR-2389 --> 2391 CMDCP-CW2A-BR-2489 --> 2491 CMDCP-2B-BR-2095 --> 2096 CMDCP-CW2B-BR-2189 --> 2191 138,507.400 CMDCP-CW2B-BR-2289 --> 2291 CMDCP-CW2B-BR-2389 --> 2391 CMDCP-CW2B-BR-2489 --> 2491 CMDCP-CW2B-BR-2589 --> 2591 CMDCP-CW2C-BR-2189 --> 2191 CMDCP-CW2C-BR-2289 --> 2291 CMDCP-CW2C-BR-2389 --> 2391 CMDCP-CW2C-BR-2499 --> 2491 CMDCP-CW2B-BR-2109 --> 2117 CMDCP-CW2B-BR-2309 --> 2316 26,930.400 CMDCP-CW2B-BR-2409 --> 2417 CMDCP-CW2C-BR-2209 --> 2216 CMDCP-CW2C-BR-2309 --> 2316
Connectivity Road
4 Bored Piles
Bored Piles
D = 1000 mm
m
D = 1500 mm
m
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18
ton
1,013.460
m2
1,198.000
5 Piled slab
Reinforcing Steel Formwork
CMDCP-CW2A-BR-2009 --> 2012 CMDCP-CW2A-BR-2109 --> 2113 CMDCP-CW2A-BR-2209 --> 2213 CMDCP-CW2A-BR-2309 --> 2313 CMDCP-CW2A-BR-2409 --> 2411 CMDCP-2B-BR-2011 --> 2014 51,131.000 CMDCP-CW2B-BR-2209 --> 2213 CMDCP-CW2B-BR-2509 --> 2513 CMDCP-CW2B-BR-2609 --> 2611 CMDCP-2C-BR-2012 --> 2015 CMDCP-CW2C-BR-2109 --> 2111 CMDCP-CW2C-BR-2409 --> 2411 11,026.000 CMDCP-CW2A-BR-2092 --> 2097 CMDCP-CW2A-BR-2192 --> 2197 CMDCP-CW2A-BR-2292 --> 2297 CMDCP-CW2A-BR-2392 --> 2397 CMDCP-CW2A-BR-2492 --> 2497 CMDCP-2B-BR-2090 --> 2094 CMDCP-CW2B-BR-2192 --> 2197 CMDCP-CW2B-BR-2292 --> 2297 CMDCP-CW2B-BR-2392 --> 2397 CMDCP-CW2B-BR-2492 --> 2497 CMDCP-CW2B-BR-2592 --> 2597 CMDCP-CW2B-BR-2692 --> 2697 CMDCP-2C-BR-2190 --> 2197 CMDCP-CW2C-BR-2192 --> 2197 CMDCP-CW2C-BR-2292 --> 2297 CMDCP-CW2C-BR-2392 --> 2397 CMDCP-CW2C-BR-2492 --> 2497
Connectivity Road
CMDCP-CW2A-BR-2027 CMDCP-CW2A-BR-2128 CMDCP-CW2A-BR-2228 CMDCP-CW2A-BR-2328 CMDCP-CW2A-BR-2426 CMDCP-2B-CV-2212 CMDCP-2B-BR-2026 --> 2027 CMDCP-CW2B-BR-2132 CMDCP-CW2B-BR-2228 CMDCP-CW2B-BR-2331 CMDCP-CW2B-BR-2432 CMDCP-CW2B-BR-2528 CMDCP-CW2B-BR-2626 CMDCP-2C-BR-2024 --> 2025 CMDCP-CW2C-BR-2128 CMDCP-CW2C-BR-2235 CMDCP-CW2C-BR-2332 CMDCP-CW2C-BR-2427
6 Run-on slab / Approach slab
Reinforcing Steel
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18
Formwork III
ton m2
274.810 416.600
each
214.000
Superstructure 1 Girder Super T Girder
L= 28,70 – 38,30m
External formwork
Voided Slab Girder
m2
L= 24m
each
CMDCP-2B-BR-2043 --> 2052 CMDCP-2C-BR-2104 --> 2115
41,980.740 CMDCP-CW2A-BR-2052 --> 2053 CMDCP-CW2A-BR-2164 --> 2165 CMDCP-CW2A-BR-2254 --> 2255 600.000 CMDCP-CW2A-BR-2364 --> 2365 CMDCP-CW2C-BR-2152 --> 2153 CMDCP-CW2C-BR-2252 --> 2253 CMDCP-CW2C-BR-2452 --> 2453
Connectivity Road
Formwork
Voided Slab Girder
m2
L= 21m
Formwork
I Girder
m2
L = 33m
Formwork Box Girder Reinforcing Steel
each
each
m2 47m + 72m + 47m - Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18
Formwork
28,448.700 CMDCP-CW2B-BR-2152 --> 2153 CMDCP-CW2B-BR-2352 --> 2353 220.000 CMDCP-CW2B-BR-2452 --> 2453 CMDCP-CW2B-BR-2652 --> 2653 CMDCP-CW2C-BR-2352 --> 2353 7,728.160 CMDCP-CW2A-BR-2153 --> 2155 CMDCP-CW2A-BR-2353 --> 2355 222.886 CMDCP-CW2A-BR-2452 --> 2454 CMDCP-CW2B-BR-2254 --> 2259 CMDCP-CW2B-BR-2554 --> 2559 22,289.140
ton
596.630
m2
11,023.830 CMDCP-2B-BR-2056 --> 2060 CMDCP-2C-BR-2119 --> 2125
2 Deck slab Reinforcing Steel
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18
Formwork
ton
916.000
m2
2,679.700 CMDCP-CW2A-BR-2156 --> 2157 CMDCP-CW2A-BR-2356 --> 2357 CMDCP-CW2A-BR-2455 --> 2456 CMDCP-2B-BR-2053 --> 2055 CMDCP-CW2B-BR-2260 --> 2262 CMDCP-CW2B-BR-2560 --> 2562 CMDCP-2C-BR-2116 --> 2118
3 Cross beam
Reinforcing Steel Formwork
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18
ton
107.380
m2
4,639.890
Connectivity Road
4 Railing, Guardrail
5 Stay Cables Stay Cable
- 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
ton
CMDCP-CW2A-BR-2061 --> 2062 CMDCP-CW2A-BR-2176 --> 2177 CMDCP-CW2A-BR-2263 --> 2264 CMDCP-CW2A-BR-2376 --> 2377 CMDCP-CW2A-BR-2466 --> 2467 CMDCP-2B-BR-2069 --> 2070 CMDCP-CW2B-BR-2161 --> 2162 CMDCP-CW2B-BR-2274 --> 2275 13,532.000 CMDCP-CW2B-BR-2361 --> 2362 CMDCP-CW2B-BR-2461 --> 2462 CMDCP-CW2B-BR-2574 --> 2575 CMDCP-CW2B-BR-2661 --> 2662 CMDCP-2C-BR-2142 --> 2144 CMDCP-CW2C-BR-2161 --> 2162 CMDCP-CW2C-BR-2261 --> 2262 CMDCP-CW2C-BR-2361 --> 2362 CMDCP-CW2C-BR-2461 --> 2462 107.140
Connectivity Road
6 PC Strand
12.7mm
T/m
CMDCP-CW2A-BR-2051 CMDCP-CW2A-BR-2152 CMDCP-CW2A-BR-2163 CMDCP-CW2A-BR-2253 CMDCP-CW2A-BR-2352 CMDCP-CW2A-BR-2363 CMDCP-CW2A-BR-2451 CMDCP-CW2B-BR-2151 443,984.000 CMDCP-CW2B-BR-2253 CMDCP-CW2B-BR-2351 CMDCP-CW2B-BR-2451 CMDCP-CW2B-BR-2553 CMDCP-CW2B-BR-2651 CMDCP-CW2C-BR-2151 CMDCP-CW2C-BR-2251 CMDCP-CW2C-BR-2351 CMDCP-CW2C-BR-2451
7 Link slab Reinforcing Steel
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18
Formwork
ton
158.320
m2
50.160 CMDCP-CW2A-BR-2158 --> 2159 CMDCP-CW2A-BR-2358 --> 2359 CMDCP-CW2A-BR-2457 --> 2458 CMDCP-CW2B-BR-2263 --> 2264 CMDCP-CW2B-BR-2563 --> 2564
8 Precast panel
Reinforcing Steel
IV
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18
ton
1,031.810
Others 1 Steel Barriers
m
CMDCP-2A-CV-3007 3,710.000 CMDCP-2B-CV-3007
Connectivity Road
2 Steel Drain Pipe
D = 150mm - 200mm
3 Street Lighting Type 1 Type 2 Type 3 Type 4 Type 9 4 Median Barrier
H=12m H=12m H=10m H=10m H=25m
Reinforcing Steel Formwork
10 < Þ ≤ 18
m each each each each each
ton m2
1,021.270 33.000 7.000 46.000 CMDCP-2C-EL-2401 --> 2420 39.000 2.000
Drawing attached with PVC Pipe HPS 4x150W HPS 250W/150W HPS 250/150W HPS 250/150W HPS 400W
CMDCP-2A-CV-3003 --> 3006 156.615 CMDCP-2B-CV-3006 CMDCP-2B-BR-2071 --> 2072 2,978.112 CMDCP-2C-BR-2145 --> 2147
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 I
Size (Length/Diameter/ Thickness/Volume)
Unit
Quantities
Drawing
Note
Temporary Structure 1
II
Items
m
10,785.740
2 Steel shape pile
I300
3 Steel pile
Þ1090/1100
m /T
CMDCP-CW3B-BR-2083 --> 2086 CMDCP-CW3B-BR-2183 --> 2186 5,781.000 CMDCP-CW3B-BR-2281 --> 22887 35.000
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18
ton
12,020.300 CMDCP-CW3B-BR-2233 --> 2235
Steel Sheet Piled Revetment Wall
Larsen IV
T/m
Substructure 1 Piers Reinforcing Steel
Rigid frame bracing system Formwork 2 Abutments Reinforcing Steel
ton
3.075
m2
161.910
ton
CMDCP-CW3B-BR-2018 --> 2031 695.864 CMDCP-CW3B-BR-2118 --> 2129 CMDCP-CW3B-BR-2214 --> 2226
C300 & C140
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18
Support for scaffolding, keep the frame in construction method for steel sheet pile
Vam Cong Bridge
Rigid frame bracing system Formwork 3 Driven Precast Piles
ton
58.275
m2
2,641.330
C300 & C140
Type 1
300 mm x 300 mm
m
Type 2
450 mm x 450 mm
m
4 Bored Piles Bored Piles Bored Piles
m D=1500mm D=2500mm D=1000mm
m m
CMDCP-CW3B-BR-2089 --> 2091 84,616.800 CMDCP-CW3B-BR-2189 --> 2191 CMDCP-CW3B-BR-2289 --> 2291 8,832.000 CMDCP-CW3B-BR-2009 --> 2015 56,896.000 CMDCP-CW3B-BR-2109 --> 2115 CMDCP-CW3B-BR-2209 --> 2215 5,760.000 240.000 CMDCP-CW3B-BR-2092 --> 2097 CMDCP-CW3B-BR-2192 --> 2197 CMDCP-CW3B-BR-2292 --> 2297
5 Piled slab
Reinforcing Steel
Support for scaffolding, keep the frame in construction method for steel sheet pile
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18
Formwork
ton m2
83.900 CMDCP-3A-BR-2010 --> 2015 2,591.890
6 Run-on slab / Approach slab Reinforcing Steel
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18
Formwork III
Superstructure 1 Girder Super T Girder
L=26,30m - 38.30m L = 40m L = 30m
ton m2
each each each
CMDCP-CW3B-BR-2032 CMDCP-CW3B-BR-2130 8.483 CMDCP-CW3B-BR-2227 13.230
680.000 22.000
Vam Cong Bridge
Voided Slab Girder
L=24m
Formwork 2 Deck slab, Cross beam Reinforcing Steel
- Þ ≤ 10 - 10 < Þ ≤ 18 - Þ > 18
Scaffolding Formwork
IV
each
CMDCP-CW3B-BR-2052 --> 2053 138.000 CMDCP-CW3B-BR-2152 --> 2153 CMDCP-CW3B-BR-2252 --> 2253
m2
375.420
ton
4,291.340
ton m2
126.480 CMDCP-CW3B-BR-2161 --> 2162 632.000 CMDCP-CW3B-BR-2061 --> 2062 CMDCP-CW3B-BR-2261 --> 2262
3 Railing, Guardrail
m
Safety railing 4 Stay Cables Stay Cable
ton
1,443.920
ton
1,153.780
5
ton
PC Strand 6 Pylon Tower Reinforcing Steel
ton ton
CMDCP-CW3B-BR-2051 0.806 CMDCP-CW3B-BR-2151 CMDCP-CW3B-BR-2251 7,089.100
Others 1 Steel Barriers 2 Steel Drain Pipe Steel Pipe 3 Street Lighting Double type Single type 4 Median Barrier Reinforcing Steel Type 1
m
CMDCP-3A-CV-3007 1,964.600 CMDCP-3B-CV-3007
Φ150
each
627.000
H=12m (250W) H=10m (250W/150W)
each each
108.000 CMDCP-3B-EL-2402 --> 2421 28.000 CMDCP-3A-CV-3003 -->3006
D20, Þ ≤ 18
ton
1.960
Vam Cong Bridge
Type 2 Formwork
D16, Þ ≤ 18
ton m2
1.440 134.400
Vam Cong Bridge