In the construction of a 200m culvert for 2 stations, according to standard product calculation and price list. Using th

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In the construction of a 200m culvert for 2 stations, according
to standard product calculation and price list. Using the the basic
first-class price list below, write a first-class price list
and
Calculate the ratio. The material premium is 2% for ready-mixed
concrete, 5% for rebar, 5% for formwork /mold. The formwork/mold is
used repeatedly 5 times. The weight per 1m of each reinforcing bar
is:
D13 = 0.946 kg/m, D16 = 1.433 kg/m,
D19 = 2.020 kg/m, respectively. D22 = 2.710
kg/m, D25 = 3.500 kg/m.
Conditions:
Concrete pouring (prepared concrete pouring) (per
m3)
Product Name
Standard
Quantity
Unit
Material Cost
Labor Cost
Total
Unit Price
Cost
Unit Price
Cost
Concrete Placer
1.0
Human
150,000
Worker
2.5
Human
100,000
Ready Mix Concrete
Small Transport
1.0
m3
100,000
Total
Rebar processing and assembly (per TON)
Product Name
Standard
Quantity
Unit
Material Cost
Labor Cost
Total
Unit Price
Cost
Unit Price
Cost
Rebar Installer
2.9
Human
200,000
Worker
1.6
Human
100,000
Rebar
D13~D25
1
ton
700,000
Iron Wire
#20
5
kg
1,000
Total
Formwork/mold installation (per m2)
Product Name
Standard
Quantity
Unit
Material Cost
Labor Cost
Total
Unit Price
Cost
Unit Price
Cost
Formworker
0.112
Human
250,000
Worker
0.092
Human
100,000
Plywood
T/1
1.0
m2
30,000
Scantling
0.0106
m3
300,000
Iron Wire
#8
0.1162
kg
1,000
Nail
75mm
0.0802
kg
1,500
Remover
Water Soluble
0.0761
l
2,000
Total

In The Construction Of A 200m Culvert For 2 Stations According To Standard Product Calculation And Price List Using Th 1 (32.8 KiB) Viewed 35 times

Cross Sectional View

In The Construction Of A 200m Culvert For 2 Stations According To Standard Product Calculation And Price List Using Th 2 (11.79 KiB) Viewed 35 times

General View

In The Construction Of A 200m Culvert For 2 Stations According To Standard Product Calculation And Price List Using Th 3 (27.31 KiB) Viewed 35 times

Assembly View

In The Construction Of A 200m Culvert For 2 Stations According To Standard Product Calculation And Price List Using Th 4 (21.9 KiB) Viewed 35 times

Reinforced Details
6400 4400 1000 213 4@171-684 4@171-684 38 13512 시공이음 E@300-2400 8@300=2400 3200 65 65 시공이음 - LL Tag 213 20342=684 80 200m IECO 20342=684 38
1000 1350 300 300 2500 2500 300 2800 200 2800 300 100 1350 1100 기초 콘크리트
[S) 1322 1600 220 392 220 966 220 1600 220 392 346 346 220 R 23] 311 311 800 D1] (1) 3111 R22 ཡཾ༌ ནས ག པས ། དུ། སྤྱི་ ། p 220 1600 IFIR] 346 392 220 ---- 220 966 220 220 392 346
F) D13 100 D22 D13 S.) D16 4605 1200 346 280 R 220 1620 D19 162C ) D13 100 R220 1200 4605 346 S) D22 280 6870 SWD13 Sw) Dia 100 100 F) D13 100 D19 1030 BRB 6270 001 ]3 D19 SX D16 D19 SD16 (F) D13 3070 3070 1000 1000