Post on 01-Apr-2016
description
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