Post on 07-Apr-2018
transcript
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 1/82
Steel Bar & Concrete Estimation Calculation
Notes:Density of Steel 7850 kg/m3 15.15 0
Lapping per steel 40 D
1 L 2Wall reinforcement : Bi = Bottom internal; Be = Bottom External; Ui = Upper internal; Ue = Upper externalSlab reinforcement : T = Top layer; B = Bottom layer H
Only key in column in blue colour 3
wall I I I I I = S 2-3 S 1-2Wall Ref. Length Height Thickness Nos. Spacing-V Size - V Spacing - H Size - H Lapping Nos-V NoMT m m m mm mm mm mm mAT Bi 0 0 0.000 0 150 12 150 12 0.0 0
Be 0 0 0.000 0 150 12 150 12 0.0 0.0
Bi 0 0 0.000 0 150 12 150 12 0.0 0Be 0 0 0.000 0 150 12 150 12 0.0 0.0
Bi 0 0 0.000 0 150 12 150 12 0.0 0Be 0 0 0.000 0 150 12 100 12 0.0 0.0
AT Bi 0 0 0.000 0 150 12 150 12 0.0 0Be 0 0 0.000 0 150 12 150 12 0.0 0.0
Bi 0 0 0.000 0 150 12 150 12 0.0 0Be 0 0 0.000 0 150 12 150 12 0.0 0.0
Bi 0 0 0.000 0 150 12 150 12 0.0 0Be 0 0 0.000 0 150 12 100 12 0.0 0.0
ECONDARY CLARIFIER Bi 0 0 0.000 0 150 12 150 12 0.0 0
Be 0 0 0.000 0 150 12 150 12 0.0 0.0
Bi 0 0 0.000 0 150 12 150 12 0.0 0Be 0 0 0.000 0 150 12 150 12 0.0 0.0
Bi 0 0 0.000 0 150 12 150 12 0.0 0Be 0 0 0.000 0 150 12 100 12 0.0 0.0
0.0Bi 0 0 0.00 0 150 12 150 12 0.0 0Be 0 0 0.00 0 150 12 150 12 0.0 0.0
Bi 0 0 0.00 0 150 12 150 12 0.0 0Be 0 0 0.00 0 150 12 100 12 0.0 0.0
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 2/82
ANOXIC TANK Bi 0 0 0.00 0 150 12 150 12 0.0Be 0 0 0.00 0 150 12 150 12 0.0 0.0
Bi 0 0 0.00 0 150 12 150 12 0.0Be 0 0 0.00 0 150 12 150 12 0.0 0.0
Channel Bi 0 0 0.00 0 150 12 150 12 0.0Be 0 0 0.00 0 150 12 150 12 0.0 0.0
Bi 0 0 0.00 0 150 12 150 12 0.0Be 0 0 0.00 0 150 12 150 12 0.0 0.0
CHLORINATION Bi 0 0 0.00 0 200 12 200 12 0.0Be 0 0 0.00 0 200 12 200 12 0.0 0.0
Bi 0 0 0.00 0 200 12 200 12 0.0Be 0 0 0.00 0 200 12 200 12 0.0 0.0
Bi 0 0 0.000 0 200 12 200 12 0.0Be 0 0 0.000 0 200 12 200 12 0.0 0.0
Bi 0.00 0 0.00 0 200 12 200 12 0.0Be 0 0 0.00 0 200 12 200 12 0.0 0.0
Bi 0 0 0.00 0 200 12 200 12 0.0Be 0 0 0.00 0 200 12 200 12 0.0 0.0
Bi 0 0 0.00 0 200 12 200 12 0.0Be 0 0 0.00 0 200 12 200 12 0.0 0.0
Bi 0 0 0.20 0 200 12 200 12 0.0Be 0 0 0.20 0 200 12 200 12 0.0 0.0
Bi 0 0 0.00 0 200 12 200 12 0.0Be 0 0 0.00 0 200 12 200 12 0.0 0.0
PS Bi 0 0 0.00 0 175 12 175 12 0.0Be 0 0 0.00 0 175 12 175 12 0.0 0.0
Bi 0 0 0.00 0 175 12 175 12 0.0Be 0 0 0.00 0 175 12 175 12 0.0 0.0
Bi 0 0 0.00 0 175 12 175 12 0.0Be 0 0 0.00 0 175 12 175 12 0.0 0.0
Bi 0 0 0.00 0 175 12 175 12 0.0Be 0 0 0.00 0 175 12 175 12 0.0 0.0
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 3/82
Bi 0 0 0.00 0 175 12 175 12 0.0Be 0 0 0.00 0 175 12 175 12 0.0 0.0
Bi 0 0 0.00 0 175 12 175 12 0.0Be 0 0 0.00 0 175 12 175 12 0.0 0.0
20 Bi 0 0 0.00 0 175 12 200 12 0.0Be 0 0 0.00 0 175 12 200 12 0.0 0.0
21 Bi 0 0 0.00 0 175 12 200 12 0.0Be 0 0 0.00 0 175 12 200 12 0.0 0.0
20 Bi 0 0 0.00 0 175 12 200 12 0.0Be 0 0 0.00 0 175 12 200 12 0.0 0.0
21 Bi 0 0 0.00 0 175 12 200 12 0.0Be 0 0 0.00 0 175 12 200 12 0.0 0.0
22 Bi 0 0 0.00 0 175 12 200 12 0.0Be 0 0 0.00 0 175 12 200 12 0.0 0.0
23 Bi 0 0 0.00 0 175 12 200 12 0.0Be 0 0 0.00 0 175 12 200 12 0.0 0.0
24 Bi 0 0 0.00 0 175 12 200 12 0.0Be 0 0 0.00 0 175 12 200 12 0.0 0.0
25 Bi 0 0 0.00 0 175 12 200 12 0.0Be 0 0 0.00 0 175 12 200 12 0.0 0.0
26 Bi 0 0 0.00 0 175 12 200 12 0.0Be 0 0 0.00 0 175 12 200 12 0.0 0.0
27 Bi 0 0 0.00 0 175 12 200 12 0.0Be 0 0 0.00 0 175 12 200 12 0.0 0.0
28 Bi 0 0 0.00 0 175 12 200 12 0.0
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 4/82
Be 0 0 0.00 0 175 12 200 12 0.0 0.0
29 Bi 0 0 0.00 0 175 12 200 12 0.0Be 0 0 0.00 0 175 12 200 12 0.0 0.0
3 0.48 1.44 1.44 0Slab Reinforcement Calculation 1 L 2
w Nos-V No3
Slab S 2-3 S 1-2Slab Ref. Length Width Thickness Nos. Spacing- L Size - L Spacing - W Size - W Nos-L Nos-W LengMT m m m mm mm mm mmAT T 0 0 0.00 0 150 12 150 12 0 0
B 0 0 0.00 0 150 12 150 12 0 0 0.0
ECONDARY CLARIFIER T 0 0 0.00 0 150 12 150 12 0 0B 0 0 0.00 0 150 12 150 12 0 0 0.0
ANOXIC TANK T 0 0 0.00 0 150 12 150 12 0 0B 0 0 0.00 0 150 12 150 12 0 0 0.0
Channel T 0 0 0.00 0 150 12 150 12 0 0B 0 0 0.00 0 150 12 150 12 0 0 0.0
CHLORINATION T 0 0 0.00 0 200 12 200 12 0 0B 0 0 0.00 0 200 12 200 12 0 0 0.0
By pass Channel T 0 0 0.00 0 200 12 200 12 0 0B 0 0 0.00 0 200 12 200 12 0 0 0.0
T 0 0 0.00 0 200 12 200 12 0 0B 0 0 0.00 0 200 12 200 12 0 0 0.0
T 0 0 0.00 0 200 12 200 12 0 0B 0 0 0.00 0 200 12 200 12 0 0 0.0
T 0 0 0.00 0 200 12 200 12 0 0B 0 0 0.00 0 200 12 200 12 0 0 0.0
T 0 0 0.00 0 200 12 200 12 0 0B 0 0 0.00 0 200 12 200 12 0 0 0.0
T 0 0 0.00 0 200 12 200 12 0 0B 0 0 0.00 0 200 12 200 12 0 0 0.0
T 0 0 0.00 0 200 12 200 12 0 0B 0 0 0.00 0 200 12 200 12 0 0 0.0
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 5/82
T 0 0 0.00 0 200 12 200 12 0 0B 0 0 0.00 0 200 12 200 12 0 0 0.0
T 0 0 0.00 0 200 12 200 12 0 0B 0 0 0.00 0 200 12 200 12 0 0 0.0
T 0 0 0.00 0 200 12 200 12 0 0B 0 0 0.00 0 200 12 200 12 0 0 0.0
T 0 0 0.00 0 200 12 200 12 0 0B 0 0 0.00 0 200 12 200 12 0 0 0.0
T 0 0 0.00 0 200 12 200 12 0 0B 0 0 0.00 0 200 12 200 12 0 0 0.0
LEANMain tank T 0 0 0 0 200 12 200 12 0 0
B-D B 0 0 0.00 0 200 12 200 12 0 0 0.0
A-B T 0 0 0 0 200 12 200 12 0 0B 0 0 0.00 0 200 12 200 12 0 0 0.0
PS T 0 0 0.00 0 200 12 200 12 0 01-2-9-10 B 0 0 0.00 0 200 12 200 12 0 0 0.0
2-3-7-8 T 0 0 0.00 0 200 12 200 12 0 0B 0 0 0.00 0 200 12 200 12 0 0 0.0
3-4-5-6 T 0 0 0.00 0 200 12 200 12 0 0B 0 0 0.00 0 200 12 200 12 0 0 0.0
CR T 0 0 0.00 0 200 12 200 12 0 0B 0 0 0.00 0 200 12 200 12 0 0 0.0
CC T 0 0 0.00 0 200 12 200 12 0 0B 0 0 0.00 0 200 12 200 12 0 0 0.0
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 6/82
SSH T 0 0 0.00 0 200 12 200 12 0 0B 0 0 0.00 0 200 12 200 12 0 0 0.0
SD T 0 0 0.00 0 200 12 200 12 0 0B 0 0 0.00 0 200 12 200 12 0 0 0.0
L WBeam H
Beam 1 sideLength Width Height Nos. R-Spacing R-Size Nos-Y Y-size Nos-R Length-R
MT m mm mm mm mm mm LappingCM1 0 150 300 0 125 6 4 16 0 0.0
4 16 0
BM1 BM.1.1 5.8 150 450 0 125 6 2 12 0.75 0.02 25 0
BM1 BM.1.2 2.2 150 450 0 100 6 2 25 0.75 0.02 25 0.75
BM1 BM.1.3 2.2 150 450 0 125 6 2 25 0 0.02 20 0
BM1 BM.1.4 3.65 150 450 0 175 6 2 12 1.5 0.02 20 0
BM1 BM.1.5 4.3 150 450 0 125 6 2 25 0 0.02 20 0.75
BM1 BM.1.6 3.65 150 450 0 175 6 2 12 1.5 0.02 20 0
BM1 BM.1.7 2.2 150 450 0 125 6 2 25 0 0.02 20 0
BM1 BM.1.8 2.2 150 450 0 100 6 2 25 0.75 0.02 25 0.75
BM1 BM.1.9 5.8 150 450 0 125 6 2 12 0.75 0.02 25 0
BM2 BM.2.1 5.8 150 450 0 175 6 2 12 0.75 0.02 20 0
BM2 BM.2.2 2.2 150 450 0 125 6 2 25 0.75 0.02 20 0.75
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 7/82
BM2 BM.2.3 2.2 150 450 0 125 6 2 25 0 0.02 16 0
BM2 BM.2.4 3.65 150 450 0 175 6 2 12 1.5 0.02 16 0
BM2 BM.2.5 4.3 150 450 0 175 6 2 25 0 0.02 16 0.75
BM2 BM.2.6 3.65 150 450 0 175 6 2 12 1.5 0.02 16 0
BM2 BM.2.7 2.2 150 450 0 125 6 2 25 0 0.02 16 0
BM2 BM.2.8 2.2 150 450 0 100 6 2 25 0.75 0.02 20 0.75
BM2 BM.2.9 5.8 150 450 0 125 6 2 12 0.75 0.02 20 0
BM3 BM.3.1 2.15 150 450 0 175 6 2 12 0 0.02 12 0
BM3 BM.3.2 1.95 150 450 0 175 6 2 12 0 0.02 12 0
0 0 0 0 175 6 2 12 0 0.02 12 0
0 125 175 0 175 6 2 12 0 0.02 12 0
0 0 0 0 175 6 2 12 0 0.02 12 0
0 125 175 0 175 6 2 12 0 0.02 12 0
Dowel Length Dowel leng. Nos. Spacing Size Length1 0 0 0 150 12
2 0 0 0 100 12
3 0 0 0 150 12
BRC Type Length Width Area Layer Nos. Thickness G Concrete needed, m 3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 8/82
AT AT.1 A7 2.05 7.93 0 2 0 0.15 25 0.00
AT.2 A7 2.05 7.85 0 2 0 0.15 25 0.00
AT.3 A7 1.8 7.93 0 2 0 0.15 25 0.00
AT.4 A7 1.8 7.85 0 2 0 0.13 25 0.00
ECONDARY CLARIFIER SC.1 A7 27.9 1.2 0 2 0 0.13 25 0.00
A7 3.6 5 0 2 0 0.13 35 0.00
A7 3.6 6.18 0 2 0 0.13 35 0.00
A7 5.6 5.5 0 2 0 0.13 35 0.00
A7 0.6 0.5 0 2 0 0.13 35 0.00
A7 1.95 1.95 0 2 0 0.13 25 0.00
A7 0 0 0 1 0 0.13 35 0.00
2 A7 0 0 0 1 0 0.13 25 0.00
3 A7 0 0 0 0 0 0 0 0.00
14 A7 0 0 0 0 0 0 0 0.00
15 A7 0 0 0 0 0 0 0 0.00
16 A7 0 0 0 0 0 0 0 0.00
CL Slope A7 3.3 4.6 0 1 0 0.15 35 0
Chamfer Lapping Wall Length T-Spacing pcs No. Y Diameter Y Bar Length KG0 200 0 0 12 2.09 1.86 0.00
0 200 0 0 12 2.09 1.86 0.00
L Lapping Wall Length T-Spacing pcs No. Y Diameter Y Bar Length KG32 100 320 0 12 2.2 1.96 0.007.7 100 77 0 12 2.2 1.96 0.00
8.22 100 83 0 12 2.2 1.96 0.0027.9 100 279 0 12 2.2 1.96 0.00
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 9/82
7.85 100 79 0 12 2.1 1.87 0.000 100 0 0 12 2.2 1.96 0.00
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 10/82
Grade Concrete Formwork M Run Side Area(paint)
0.0 0 0 1.5 #DIV/0!35 0.0 0 TRUE
0.0 0 0 1.5 #DIV/0!35 0.0 0 TRUE
0.0 0 0 1.5 #DIV/0!35 0.0 0 TRUE
0.0 0 0 1 #DIV/0!35 0.0 0 TRUE
0.0 0 0 1 #DIV/0!35 0.0 0 TRUE
0.0 0 0 1 #DIV/0!35 0.0 0 TRUE
0.0 0 0 1.5 0.00
35 0.0 0 TRUE
0.0 0 0 1.5 0.0035 0.0 0 TRUE
0.0 0 0 1.5 0.0035 0.0 0 TRUE
0.0 0 0 2 0.0035 0.0 0 TRUE
0.0 0 0 2 0.0035 0.0 0 TRUE
m 3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 11/82
0.0 0 0 1 0.0035 0.0 0 TRUE
0.0 0 0 2 0.0035 0.0 0 TRUE
0.0 0 0 2 0.0035 0.0 0 TRUE
0.0 0 0 1 0.0035 0.0 0 TRUE
0.0 0 0 2 0.0035 0.0 0 TRUE
0.0 0 0 2 0.0035 0.0 0 TRUE
0.0 0 0 2 0.0035 0.0 0 TRUE
0.0 0 0 1 0.0035 0.0 0 TRUE
0.0 0 0 1 0.0035 0.0 0 TRUE
0.0 0 0 1 0.0035 0.0 0 TRUE
0.0 0 0 1 0.0035 0.0 0 TRUE
0.0 0 0 1 0.00 #DIV/0! 035 0.0 0 TRUE
0.0 0 035 0.0 0 TRUE
0.0 0 035 0.0 0 TRUE
0.0 0 035 0.0 0 TRUE
0.0 0 035 0.0 0 TRUE
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 12/82
0.0 0 035 0.0 0 TRUE
0.0 0 035 0.0 0 TRUE
0.0 0 035 0.0 0 TRUE
0.0 0 035 0.0 0 TRUE
0.0 0 035 0.0 0 TRUE
0.0 0 035 0.0 0 TRUE
0.0 0 035 0.0 0 TRUE
0.0 0 035 0.0 0 TRUE
0.0 0 035 0.0 0 TRUE
0.0 0 035 0.0 0 TRUE
0.0 0 035 0.0 0 TRUE
0.0 0 035 0.0 0 TRUE
0.0 0 0
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 13/82
35 0.0 0 TRUE
0.0 0 035 0.0 0 TRUE
41 0
Concrete F W Aream Run
0.0 0 0.00.0
0.0 0 0.00.0
0.0 0 0.00.0
0.0 0 0.00.0
0.0 0 0.00.0
0.0 0 0.00.0
0.0 0 0.00.0
0.0 0 0.0 0.00.0
0.0 0 0.00.0
0.0 00.0
0.0 00.0
0.0 00.0
m 3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 14/82
0.0 00.0
0.0 00.0
0.0 00.0
0.0 00.0
0.0 00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 15/82
0.00.0
0.00.0
Concrete
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 16/82
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 17/82
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 18/82
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 19/82
Pump sump
Depth, m Length, m Width, m Nos1-2-9-10 6.74 3.15 2.13 0 0.0002-3-7-8 6.02 4.25 4.05 0 0.0003-4-5-6 5.87 1.65 1.4 0 0.000
0.000
Main tank
Depth, m Length, m Width, m NosA-B 3.8 7.67 4 0 0.00B-D 4 13.33 12.25 0 0.00
3 0.004 0.005 0.00
6 0.007 0.00
0.00
Chlorination chamber
Depth, m Length, m Width, m Nos1.55 2.85 3.83 0 0.000
Secondary screen & grit chamber
Depth, m Length, m Width, m Nos0 0 0 0 0.000
Manhole
Depth, m Length, m Width, m Nos0.55 0.6 0.6 12 2.376
Sand drying bed
Depth, m Length, m Width, m Nos0.7 2.05 7.93 0 0.00
Total excavation = 0.00
Labour & Machinery
Nos Period, day Rate/day, RM Amount, RM
Volume, m 3
Volume, m 3
Volume, m 3
Volume, m 3
Volume, m 3
Volume, m 3
Capacity, m 3/day
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 20/82
JCB 1 160 0 380.00 -Lorry 2 50 0 420.00 -Excavator 1 250 0 700.00 -
Labour 3 0 50.00 -
Total = -
-Rate of excavation/m 3 =
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 21/82
m3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 22/82
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 23/82
Summary Of Bill
Wastage 3%
Y Bar size Weight, kg Weight, tonne* Oder R Bar size Weight, kg Weight, tonne*6 0 0.00 6 0.00 0.008 0 0.00 8 0.00 0.00
10 0 0.00 10 0.00 0.0012 0 0.00 12 0.00 0.0016 0 0.00 16 0.00 0.00
20 0 0.00 20 0.00 0.0025 0 0.00 25 0.00 0.0032 0 0.00 32 0.00 0.0040 0 0.00 40 0.00 0.00
TOTAL 0.00 0.00 TOTAL 0.00 0.00
* Include wastage
BRC Pics (2.2m x 6m)A5 0 0.00A6 0 0.00A7 0 0.00A8 0 0.00A9 0 0.00A10 0 0.00
no of holeInner Unit size unit per Formwork 8 Base Fwork size total M run
0.13 0.00 0.0 0 0.13 0.0 9.00.15 0.00 0.0 0 0.15 0.0 8.00.18 0.00 0.0 0 0.18 0.0 6.00.2 0.00 0.0 0 0.2 0.0 6.0
0.23 0.00 0.0 0 0.23 0.0 5.00.25 0.00 0.0 0 0.25 0.0 4.00.28 0.00 0.0 0 0.28 0.0 4.00.3 0.00 0.0 0 0.3 0.0 4.0
0.33 0.00 0.0 0 0.33 0.0 3.00.35 0.00 0.0 0 0.35 0.0 3.00.38 0.00 0.0 0 0.38 0.0 3.0
0.4 0.00 0.0 0 0.4 0.0 3.00.45 0.00 0.0 0 0.45 0.0 2.00.5 0.00 0.0 0 0.5 0.0 2.0
0.55 0.00 0.0 0 0.55 0.0 2.00.6 0.00 0.0 0 0.6 0.0 2.0
TOTAL 0 0 0 TOTAL 0
RCConcrete requirement Wall Fwork size total M runGrade 0.13 0.0
15 0.0 0.15 0.020 0.0 0.18 0.025 0.0 0.2 0.030 0.0 0.23 0.0
35 0.0 0.25 0.0Lean 0.0 0.28 0.00.0 0.3 0.0
0.33 0.0Concrete Surround (Pipe) 0.35 0.0
Grade 0.38 0.015 21.406 0.4 0.025 0.000 0.45 0.035 0.000 0.5 0.0
21.406 0.55 0.00.6 0.0
TOTAL 0CHECK Wall height TRUE WALL HEIGHT O.K.
Area, m 2
Area, m 2
m 3
m3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 24/82
QUANTITY RATE AMOUNTCONCRETE - 275.00 -STEEL - 2600.00 - -Formwork 41.00 35.00 1,435.00Plastering 26.65 15.00 399.75Excavation 0.00 0.00 -Control Room 1 3000.00 3,000.00
Total 4,834.75
RATIO OF CONCRETE TO STEEL #DIV/0!CONCRETE TO TOTAL #DIV/0!
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 25/82
Plywood0.00.00.00.00.00.00.00.00.00.00.0
0.00.00.00.00.0
0
Plywood Shell Flinkote0.00.00.0 Slab 0.000.0 Wall #DIV/0!0.0 BRC 0.00
0.00.0 Total #DIV/0!0.00.00.00.00.00.00.00.00.0
0
Area, m 2
m2
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 26/82
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 27/82
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 28/82
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 29/82
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 30/82
item Qty u. price AmountGate 9 feet (h) 1 set 1,500.00 1,500.00PVC Wire 0 rolls 195.00 -Barbed Wire 0 rolls 42.00 -Fencing ( 9' x 2 1/2 " x 50') 0 rolls 270.00 -Angel Post (2" x 4mm) 12' 0 pcs 42.00 -Coner Post (2" x 4mm) 3 pcs 42.00 126.00Support (11Ft) 0 pcs 36.00 -Base & Curb 0 m #DIV/0! #DIV/0!
Total #DIV/0!
Labour (Fencing) 0 m 13.77 -Material #DIV/0!
Pole Mix (Grade 5 - 10) Curb 150mm HeightMixing Ratio Part Volume Exact Volume Weight
Stone 3 0.4286 0.000 -Sand 3 0.4286 0.000 -cement 50kg 1 0.1429 0.000 - -Water 0.000 -
length 0 meter Cement RMwidth 0.15 meter Sand RMheight / Thickness 0.15 meter Stone RM
Total Volume Required -
- bag of buildcrete 42,N5 RM- cubic yard of sand RM- cubic meters of stone RM
Total cost RM RM
Drain
Drain total Length 50.2 Material RM6" x 9" x 2' 1/2 0.76 Labour RM
Mixing Ratio Part Volume Exact Volume WeightStone 3 0.42857 1.0757 1.18
m3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 31/82
Sand 3 0.42857 1.0757 1.18cement 50kg 1 0.14286 0.3586 0.25 803.2Water 0.1793 0.44
length 50.2 meter Cement RMwidth 0.5 meter Sand RMheight / Thickness 0.1 meter Stone RM
Drain RMTotal Volume Required 2.51
67.00 Drain 6" x 9" x 2' 1/2 RM17.00 bag of buildcrete 42,N5 RM
1.54 cubic yard of sand RM1.18 cubic meters of stone RM9.80 Labour RM
Total cost RM RM
m3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 32/82
0 Ratio of Correction#DIV/0!
15 /50 kg correction on exact volume60 cement 0.76
sand 1.17stone 1.17water 2.64
----
0.00000 Ratio of Correction 0.03Weight #DIV/0! Bricks 54.06
Sand0.00 cement 50kg
Water
15 /50 kg length -60 high 01.9 /pcs Leaf 1
Mortar 0
Total Volume 0
- -- -- -- 0.15-
Mixing Ratio for BuildcreteWater Guide: 90 -100 Litre
250 /20 L
80 cts
/yard 3
formula m 3
/yard 3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 33/82
----
Concrete BRCArea Grade Rate+L Total Rate+L Total
0 25.0 0.00 195.00 $- 280.00 $-
0 25.0 0.00 195 $- 280 $-
0 25.0 0.00 195 $- 280 $-
0.00 0.00 $- $-
Labour Con -Labour BRC -
Sand -Cement - BagsHollow Bricks - pcsSand Bricks - pcsLabour RM -Concrete -BRC - pcs
Labour Material- -- -- -- -- -
-- -
- -
m 3
yard 3
m3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 34/82
0 Correction Ratio#DIV/0!
15 /50 kg6028
----
#DIV/0!
Total Cost/m567.75 11.31491.96 9.80
2.6893 Correction Ratio0.93
/yard 3
/m3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 35/82
15.00 /50 kg60.0028.00
2.80
187.60255.00
92.2432.91
491.961,059.71
/yard 3
/m3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 36/82
Mortar 0 Ratio of C
Mixing Ratio Part Volume Exact Volume Weight #DIV/0!6 0.8571 0.00 0.001 0.1429 0.00 0.00 0
0.00 0.00
meter Cement RM 15 /50 kgmeter Sand RM 604" x 9" Bricks RM 0.28 /pcs
bag of buildcrete 42,N5 RM -cubic yard of sand RM -Bricks RM -Labour RM -
Total cost RM -42,5N = 1:6s per batch or per 2x50kg Builcrete 42,N5
/yard 3
m3
m3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 37/82
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 38/82
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 39/82
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 40/82
orrection
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 41/82
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 42/82
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 43/82
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 44/82
Brick WallLength Height Width No.
control room 5.88 3.00 0.00 03.00 3.00 0.00 0
- - 0.00 0
STORAGE HUT 1.25 1.20 1.35 0- - 0.00 0
Others - - 0.00 0- - 0.00 0
Brick WallLength Height Width No.
CHLORINATION CHAMBER 2.93 1.65 0 0- - 0 0
Pump Sump - - 0 0
Secondary Screen - - 0 0- - 0 0- - 0 0- - 0 0
Control Room Length Width Area Nosm m
27' Door Frame 0.69 1.98 1.37 030' Door Frame 0.77 2.14 1.65 036" x 7' Door Frame 0.92 2.14 1.96 052" x 7' Door Frame 1.32 2.14 2.82 0
6' x 4' window frame 1.24 1.84 2.28 04' x 4' window frame 1.24 1.24 1.54 02' x 4' window frame 0.73 1.24 0.91 02' x 2' window frame 0.73 0.73 0.53 0
Fan Opening 1' x 1' 0.31 0.31 0.09 0
Total Brick Wall Area
Mortar 0.03
Bricks 54.06 Mixing Ratio Part Volume Exact Volumeformula m 3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 45/82
Sand 6 0.86 - -cement 50kg 1 0.14 - -Water - -
length - meter Cement RMheight 2.21 meter Sand RMLeaf 0.1 4" / 9" Bricks RM
Mortar -
Total Volume Required -
- bag of buildcrete 42,N5 RM- cubic yard of sand RM- Bricks RM
0.15 Labour RMTotal cost RM
Mixing Ratio for Buildcrete 42,5N = 1:6Water Guide: 90 -100 Litres per batch or per 2x50kg Builcrete 42,N5
Plaster Mixing Ratio Part Volume Exact Volume Weight
Sand 6 0.857143 0.000 0.0000cement 50kg 1 0.142857 0.000 0.0000 0.00Water 0.000 0.0000
length - meter Cement RMheight 2.21 meter Sand RM
One Side or Two Sides 2square meter to plaster - Thickness 0.02 m-
bag buildcrete 42,N5 - RMcubic yard of sand - RMLabour 7.00 RM
Total cost RMMixing Ratio for Buildcrete 42,5N = 1:6Water Guide: 90 -100 Litres per batch or per 2x50kg Builcrete
PaintsformulaPaints 5 liters 35.00Paints 20 liters 140.00
length - meter Paints RMheight 2.21 meter Undercoat RMOne Side or Two Sides 2 RMsquare meter to paints -
Paints 20 liters - RM
Undercoat - RMLabour 3.30 RM
m3
m3
m2
m³ volume need m 3
m²m²
m²
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 46/82
Total cost RM
Total RM
Total Brick - pcs Total Labour Total Sand - Total Material CostTotal Cement - bagTotal Paints (18/20litres) -
MANHOLE, L/S Length Width Height(m) (m) GL IL depth
1 0.6 0.6 0.7 0.15 0.552 0.6 0.6 0.7 0.15 0.553 0.6 0.6 0.7 0.15 0.554 0.6 0.6 0.7 0.15 0.555 0.6 0.6 0.7 0.15 0.55
6 0.6 0.6 0.7 0.15 0.557 0.6 0.6 0.7 0.15 0.558 0.6 0.6 0.7 0.15 0.559 0.6 0.6 0.7 0.15 0.55
10 0.6 0.6 0.7 0.15 0.5511 0.6 0.6 0.7 0.15 0.5512 0.6 0.6 0.7 0.15 0.55
Average = 0.55Mortar
0.03Bricks 54.06 Mixing Ratio Part Volume Exact VolumeSand 6 0.8571 0.04918 0.0537cement 50kg 1 0.1429 0.00820 0.0058Water 0.00410 0.0101
length 30.36 meter Cement RMheight 0.7 meter Sand RMLeaf, inch 0.1 4" / 9" Bricks RM
Mortar 2.13
Total Volume Required 0.057
1.00 bag of buildcrete 42,N5 RM0.07 cubic yard of sand RM
112.00 Bricks RM0.15 Labour RM
Total cost RMMixing Ratio for Buildcrete 42,5N = 1:6Water Guide: 90 -100 Litres per batch or per 2x50kg Builcrete 42,N5
Plaster Mixing Ratio Part Volume Exact Volume Weight
Sand 6 0.85714 0.28 0.31cement 50kg 1 0.14286 0.05 0.03 106.26Water 0.02 0.06
yd³
formula m³
m3
m3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 47/82
length 30.36 meter Cement RMheight 0.7 meter Sand RMOne Side or Two Sides 1square meter to plaster 21.25 Thickness 0.02 m
0.33
bag buildcrete 42,N5 3.00 RMcubic yard of sand 0.41 RMLabour 7.00 RM
Total cost RMMixing Ratio for Buildcrete 42,5N = 1:6Water Guide: 90 -100 Litres per batch or per 2x50kg Builcrete
base slab (Grade 25)Mixing Ratio Part Volume Exact Volume Weight
Stone 3 0.42857 0.3673 0.40129Sand 3 0.42857 0.3673 0.40129cement 50kg 1 0.14286 0.1224 0.08706 274.23Water 0.0612 0.15083
Total area 5.71 Cement RMheight / Thickness 0.15 meter Sand RM
Stone RMTotal Volume Required 0.8570
6.00 bag of buildcrete 42,N5 RM
0.52 cubic yard of sand RM0.40 cubic meters of stone RM22.00 Labour RM
Total cost RMMixing Ratio for Buildcrete 42,5N = 1 : 3 : 3Water Guide: 90 -100 Litres per batch or per 2x50kg Builcrete 42,N5
RateTotal Labour 12 150Total Material
Total
m2
m³ volume need m 3
m2
m3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 48/82
Area
- 1- 1-
- 1-
- `-
-
- 1-
-
----
- 4
Total Nos Cost Total costArea 27”Metal Door Frame (L) 0 65.00 -
- 30'x7' Door Flame (Metal) 0 55.00 -0 3'x7' Door Flame (Metal) 0 55.00 -
- Jenang Pintu Besi 52”x 7 0 75.00 --
4'x6' Window Flame (Wood) 0 125.20 -- 4'x4' Window Flame (Wood) 0 72.00 -- 2'x4' Wood Window Frame 0 53.20 -- 2'x2' Window Flame (Wood) 0 15.20 -- -
-
-
Length Total height- - 2.21
- Ratio of CorrectionWeight #DIV/0!
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 49/82
-
15.00 /50 kg correction on exact volume60.00 cement 0.76
0.28 /pcs sand 1.17stone 1.17water 2.64
-----
0 Correction Ratio#DIV/0!
15.00 /50 kg60.00
----
250.00 /20 liters80.00 /20 liters
-
--
/yard 3
/yard 3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 50/82
-
-
--
Area Area Volume of excavation Area - slabL x D x 2 W x D x 2
0.76 0.76 0.2 0.48 10.76 0.76 0.2 0.48 10.76 0.76 0.2 0.48 10.76 0.76 0.2 0.48 10.76 0.76 0.2 0.48 1
0.76 0.76 0.2 0.48 10.76 0.76 0.2 0.48 10.76 0.76 0.2 0.48 10.76 0.76 0.2 0.48 10.76 0.76 0.2 0.48 10.76 0.76 0.2 0.48 10.76 0.76 0.2 0.48 1
Total = 16.7 2.18 5.71 12
Weight 0.06148 Correction Ratio0.93
18.36
15.00 /50 kg60.00
0.28 /pcs
15.004.22
31.3616.8067.38
0.355781 Correction Ratio0.93
/yard 3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 51/82
15.00 /50 kg60.00
45.0024.41
148.76218.17
0.9182 Correction Ratio0.93
15.00 /50 kg60.0028.00
90.00
31.4911.2418.85
151.58
Total Cost1,800.00 184.42
252.71
2,052.71
/yard 3
/yard 3
/m3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 52/82
Sand BedLength Width No. Thickness ton
Sand 11.65 3.07 0 0.15 0 -Aggregate 20-30 11.65 3.07 0 0.15 0 -Aggregate 40-50 11.65 3.07 0 0.25 0 -
Persons Rate Amount DaysLabour 2 50 100 2JCB 1
TotalTotal Labour Total Material
Premix RoaRoad MT CR PS CC SS, GC194 14 26 11 0
BRC Type Length Width Layer Nos. Area1 A7 48.8 25 1 0 -245
Road Length Width Thickness Cover to ton tar ratePremix 0 1 0.08 - - $150.00Aggregate 40-50 0 1 0.3 - - $22.00
Person Rate Cost Days RM per unitBackpushter 0 $380.00Roller 0 $750.00JCB 0 $380.00Oil Tar 200liters 0 $300.00Labour 3 50 150 0 $150.00
Total Labour Total Material
TypeA7
Drain 9" x 2' 1/2 (750mm)
m 3
Total m 3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 53/82
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 54/82
pcs of BRC(20.00)
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 55/82
Height Length Side AreaMain tank 1.2 47.9 1 57.48
Pump sump 6.89 7.66 1 52.7775.92 14.5 1 85.845.92 4.3 1 25.46
Sand drying bed 0.5 50 1 251 117.76 1 117.76
SS, GC 2.2 3.2 1 7.042.1 10.06 1 21.13
Total 392.48
Tanks PaintsformulaPaints 1 liters 7.00 m2Paints 20 liters 140.00 m2
Paints RM 250.00 /20LUndercoat RM 80.00 cts
RMsquare meter to paints 392.48
Paints 20 liters 3.00 RM 750.00Undercoat 3.00 RM 240.00Labour 3.30 RM 1,295.18
Total cost RM 2,285.18
Tanks Shell Flinkote 18L PaintsformulaPaints 5 liters 35.00 m2
Paints 18 liters 126.00 m2
Paints RM 85 /18Lsquare meter to paints #DIV/0! Undercoat RM 80.00 cts
RM
Paints 18 liters #DIV/0! RM #DIV/0!Undercoat #DIV/0! RM #DIV/0!Labour 3.30 RM #DIV/0!
Total cost RM #DIV/0!
m2
m2
m2
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 56/82
Grade U/PriceG15 118.00G20 123.00G25 130.00
G30 138.00G35 147.00
Strengthen Tech S/B Mr Wong 016-2207532Tel: 03-78041809 / 03-80606368
Fax: 03-80605887250mm -Formtie c/w 1 nuts 1.50 100 pcs/ box
250mm -Formtie c/w 2 nuts 1.70 100 pcs/ boxPlastic Cone 0.55 400 pcs/ boxFiat Rib Washer (105 x 50) 0.60 200 pcs / boxFiat Rib Washer (150 x 50) 0.75 150 pcs / boxRubber Ring 0.30 1000 pcs/bg3 Shape Washer (for Pipe) 0.85 200 pcs / boxInner Unit (200-500mm) 0.50Inner Unit (500-1000mm) 0.99
- Premix = 1106 m3
LIAU KOI SOON BUILDING CONSTRUCTION (Tel: 06-6512Description HDPE
375mm = 15" =300mm = 12" = 391.50225mm = 9" = 183.50150mm = 6" = 88.50100mm = 4" = 65.0075mm = 3" =50mm = 2" =
25mm = 1" =
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 57/82
Resintech Plastics (M) Sdn Bhd (Ms Angel - Tel: 03-3122 24Mr Goh (019-3522657) , Mr KG Teh (016-6611700) Bank In
Description HDPE375mm = 15" = 675.00300mm = 12" = 391.50225mm = 9" = 180.00150mm = 6" = 99.00100mm = 4" = 63.0075mm = 3" =50mm = 2" =25mm = 1" =
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 58/82
x 20.00 = 22,120.00Crusher Run - 2,772.84
Repair Longkang - 80.00Diesel - 20.00
19,247.16
128 Fax: 06-6514003)Socket R.Ring 90 Bend 60 Bend
7.80 96.10 96.1045.50 5.40 81.0028.85 3.00 52.50 52.5017.50 1.80 20.6512.50 1.80
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 59/82
22, Fax: 03-3122 2411)(PBB 3085-5094-25)Socket R.Ring 90 Bend 60 Bend45.00 6.50 96.1039.00 4.50 77.5024.00 2.50 46.5018.00 1.50 18.6010.50 1.25 12.40
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 60/82
Y L = 5.6z = b x cos 60
L2 = 1
d = 60.00 Area =
x = 2.30
z = 2.30 0.5 4.600
y = 3.984
Length Heightanswer 3.300 4.600
60 °
L
L2 X
YZ
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 61/82
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 62/82
0.66 145 95.706.6 100.006.6 6 4.5 27.00
222.70
2.2 0.3 1.93 0.3 2.7
0.1 0.030.66 0.13 0.53
Base Floor (Grade 25)
Mixing Ratio Part Volume Exact volume WeightStone 3 0.43 0.43 0.4683Sand 3 0.43 0.43 0.4683cement 50kg 1 0.14 0.14 0.1016 320.0Water 0.07 0.1760
length 1 meter Cement RM 15.00width 1 meter Sand RM 60.00height / Thickness 1 meter Stone RM 28.00
Total Volume Required 1
6.40 bag of buildcrete 42,N5 RM 96.000.61 cubic yard of sand RM 36.750.47 cubic meters of stone RM 13.11
22.00 Labour RM 22.00Total cost RM 167.86
Mixing Ratio for Buildcrete 42,5N = 1 : 3 : 3Water Guide: 90 -100 Litres per batch or per 2x50kg Builcrete 42,N5
Mortar ( Hollow Brick)0.03
Bricks 13.8 Mixing Ratio Part Volume Exact Volume WeightSand 6 0.86 23.1428571 25.286170cement 50kg 1 0.14 3.8571429 2.742858 8640.0Water 1.9285714 4.752000
length 1000 meter Cement RM 15.00height 1 meter Sand RM 60.00Leaf 1 15" L x 7 1/2" H 4" T Hollow Bricks RM 1.90
Mortar 1000
m3
formula m 3
m3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 63/82
Total Volume Required 27
172.80 bag of buildcrete 42,N5 RM 2,592.0033.07 cubic yard of sand RM 1,984.38
13,428.00 Bricks RM 25,513.200.80 Labour RM 10,742.40
Total cost RM 40,831.98Mixing Ratio for Buildcrete 42,5N = 1:6Water Guide: 90 -100 Litres per batch or per 2x50kg Builcrete 42,N5
Plaster Mixing Ratio Part Volume Exact Volume Weight
Sand 6 0.86 2.38661 2.607636cement 50kg 1 0.14 0.39777 0.282857 891.000Water 0.19888 0.490050
length 2.2 meter Cement RM 15.00height 81 meter Sand RM 60.00One Side or Two Sides 1square meter to plaster 178.20 Thickness 0.02 m
2.78
bag buildcrete 42,N5 17.82 RM 267.30cubic yard of sand 3.41 RM 204.64Labour 7.00 RM 1,247.40
Total cost RM RM 1,719.34Mixing Ratio for Buildcrete 42,5N = 1:6
Water Guide: 90 -100 Litres per batch or per 2x50kg Builcrete
Base Floor (Grade 35)Mixing Ratio Part volume Exact volume Weight
Stone 3 0.42857 0.262 0.28611Sand 3 0.42857 0.262 0.28611cement 50kg 1 0.14286 0.087 0.06207 195.52water 0.044 0.10754
length 15.28 meter Cement RM 15.00
width 0.5 meter Sand RM 60.00height / Thickness 0.08 meter Stone RM 28.00
Total Volume Required 0.61
3.91 bag of buildcrete 42,N5 RM 58.660.37 cubic yard of sand RM 22.450.29 cubic meter of stone RM 8.01
22.00 Labour RM 13.44
Total cost RM 102.56Mixing Ratio for Buildcrete 42,5N = 1 : 3 : 3
m3
m2
m3 volume need m 3
m3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 64/82
Water Guide: 90 -100 Litres per batch or per 2x50kg Builcrete 42,N5
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 65/82
27 6,012.90
1.07 Ratio of Correction
0.93
correction on exact volumecement 0.76sand 1.17stone 1.17
/50 kg water 2.64
50 kg 320.002086.18 kg 1,277.71
1461 kg 684.1340
2,321.84
152.01 8.02152.01 8.02
28.93 Ratio of Correction 122.14 5.880.93 122.14 5.88
997.72 68.55
1,546.03 96.34
100.00/50 kg 27.00
223.34/pcs
/yard 3
/m3
/yard 3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 66/82
42,551.32 42,327.98 36,521.02
2.98 Ratio of Correction0.93
/50 kg
0.65 Ratio of correction0.93
/50 kg
50 kg 195.52 0.04 0.142086.18 kg 780.68 0.92
1461 kg 418.00 0.9292.37 1.98
1,486.58
/yard 3
/yard 3
/m3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 67/82
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 68/82
0.04 0.220.920.92
2.06
27 6,030.30
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 69/82
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 70/82
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 71/82
Pipe diameter, mm 150
Length, m Sand beddingConcrete bedding Sand + Aggregate Excavate/depth, m 0
108 0 Thickness, m 0
% of wastage 1% Period, day 1% of profit 5%
AggregateArea Aggregate
D O Dia O.D.+300 Area OD Cover areamm mm m Cylinder 150 170 0.22 0.023 0.1982
Sand BeddingLength Excavate Thickness Sand
m m m0.0 0 0 0 -
Estimate Excavation per dayExcavator JCB
1 1Total Length 8hrs Evc M run days $700.00 $380.00
108 160 1 $700.00 $380.00
Labour Pipe Layers Supervisor
4 1Total Length days $60.00 $80.00
108 1 $240.00 $80.00
Concrete Su
Area ConcreteD O Dia O.D.+300 Area OD Cover area
mm mm m Cylinder 150 170 0.22 0.023 0.1982
Per length Per Meter Total LengthD.I Socket Pipe price( 6m) Run Sand + Agg. Concrete
150 $371.00 $61.83 0 108
Per length Per Meter Total LengthAB3P Socket Pipe price( 6m) Run Sand + Agg. Concrete
m 2
needed m 3 Yard 3
m 2
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 72/82
150 $84.00 $14.00 0 108
D.I. Pipe List Price Mark up 0.7 6DN Pipe Dis Price 1m (RM)
100 $450.00 $450.00 $315.00 $52.50150 $530.00 $530.00 $371.00 $61.83200 $710.00 $710.00 $497.00 $82.83250 $940.00 $940.00 $658.00 $109.67300 $1,200.00 $1,200.00 $840.00 $140.00350 $1,500.00 $1,500.00 $1,050.00 $175.00400 $1,780.00 $1,780.00 $1,246.00 $207.67450 $2,150.00 $2,150.00 $1,505.00 $250.83500 $2,700.00 $2,700.00 $1,890.00 $315.00
600 $3,700.00 $3,700.00 $2,590.00 $431.677008009001,0001,2001,1001,6001,8002,000
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 73/82
Bedding 'Class A'Aggregate Aggregate Aggregate
Length needed ton per ton Price Total M Runm
0.0 0 - $22.00 $- $-
Price Total M Run$60.00 $- $-
Lorry10%
$420.00 Total M Run$42.00 $1,122.00 $10.39
Manager 20%$250.00 Total M Run
$50.00 $320.00 $2.96
round
Concrete Concrete ConcreteLength needed Total M Run
m 15108.0 21.406 $160.00 $3,424.93 $31.71
Amounts of D.I Pipe Labour Excavation Crushed Sand Concrete
1 1 1$- $2.96 $10.39 $- $- $31.71
Amounts of D.I Pipe Labour Excavation Crushed Sand Concrete
m 3
per m 3 Pricem 3
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 74/82
1 1 1$- $2.96 $10.39 $- $- $31.71
AB3P CLASS C ( PN 9 )O.D DN BELL MOUTH M Run
118 100 182.98 31.07170 155 301.71 51.30222 200 435.10 73.96271 250 663.48 112.86326 300 886.97 150.77378 350 1,176.80 200.07429 400 1,546.96 263.06478532
635738842945
1,0481,2551,4621,6681,8752,082
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 75/82
L & M Total Cost w/o bedding Total CostWastage Profit M Run M Run Project
$1.07 $5.34 $51.48 $81.60 $12,237.63
L & M Total Cost w/o bedding Total CostWastage Profit M Run M Run Project
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 76/82
$0.59 $2.95 $48.61 $30.90 $6,761.67
DI Pipe L & M Total Cost w/o bedding Total CostM Run M Run M Run Project
$61.83 $51.48 $81.60 $12,237.63
AB3P Pipe L & M Total Cost w/o bedding Total CostM Run M Run M Run Project
$14.00 $48.61 $30.90 $6,761.67
Diferrent $5,475.96
344.5 56.60
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 77/82
a = 6.44b = 3.72
c = 7.44
Tangent Formula
A = 60° =a
=a
b 3.72
a = 6.44
c =
a =
b = (c² - a²)
c = 5.00b = 4.00
a = 3.00
c = 5.00
a = 3.00
b = 4.00
(a² + b²)
(c² - b²)
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 78/82
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 79/82
Circumference and Radius of a Circle
radius: 3.5 m circumference:area:
radius: 11.85 m circumference:area:
radius: 1.35 m circumference:area:
radius: 10.9 m circumference:area:
radius: 0.5 m circumference:
area:
calculator that calculates the volume of a cylinder.
radius : 12.15 mheight : 0.35 m volume :
radius 1 : 1.35height : 1 volume :
radius 2 : 1height : 1 volume :
Wall volume :
radius 1 : 11.85
radius
h e i g h t
radius2
radius1
h e i g h t
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 80/82
height : 2.99 volume :
radius 2 : 11.5height : 2.99 volume :
Wall volume :
radius 1 : 0.3height : 3.99 volume :
radius 2 : 0.5height : 3.99 volume :
Wall volume :
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 81/82
21.99 m38.48 1
74.46 m441.15
8.48 m5.73
68.49 m373.25
3.14 m
0.79
162.32
5.73
3.14
2.58
m²
m²
m²
m²
m²
m³
8/6/2019 RC BQ 2010 Master Copy
http://slidepdf.com/reader/full/rc-bq-2010-master-copy 82/82
1,316.83
1,240.19
76.64
1.13
3.13
2.00