RC BQ 2010 Master Copy

8/6/2019 RC BQ 2010 Master Copy

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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

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 0.20 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

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

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

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

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

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

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

7.85 100 79 0 12 2.1 1.87 0.000 100 0 0 12 2.2 1.96 0.00

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 #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 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 1 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 0.00 #DIV/0! 035 0.0 0 TRUE

0.0 0 035 0.0 0 TRUE

0.0 0 0

35 0.0 0 TRUE

0.0 0 035 0.0 0 TRUE

Concrete F W Aream Run

0.0 0 0.00.0

0.0 0 0.0 0.00.0

0.0 0 0.00.0

0.0 00.0

0.00.0

Concrete

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

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

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

Sand drying bed

Total excavation = 0.00

Labour & Machinery

Nos Period, day Rate/day, RM Amount, RM

Volume, m 3

Capacity, m 3/day

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 =

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

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!

Plywood0.00.00.00.00.00.00.00.00.00.00.0

0.00.00.00.00.0

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

Area, m 2

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 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

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

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

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

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 $-

0.00 0.00 $- $-

Labour Con -Labour BRC -

Sand -Cement - BagsHollow Bricks - pcsSand Bricks - pcsLabour RM -Concrete -BRC - pcs

Labour Material- -- -- -- -- -

yard 3

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

15.00 /50 kg60.0028.00

187.60255.00

92.2432.91

491.961,059.71

/yard 3

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

orrection

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

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

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 volume need m 3

m²m²

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

formula m³

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

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

m³ volume need m 3

- 1- 1-

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!

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

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

15.00 /50 kg60.00

0.28 /pcs

15.004.22

31.3616.8067.38

/yard 3

15.00 /50 kg60.00

45.0024.41

148.76218.17

15.00 /50 kg60.0028.00

31.4911.2418.85

151.58

Total Cost1,800.00 184.42

252.71

2,052.71

/yard 3

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)

Total m 3

pcs of BRC(20.00)

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

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!

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" =

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" =

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

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

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

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

formula m 3

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

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

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 volume need m 3

Water Guide: 90 -100 Litres per batch or per 2x50kg Builcrete 42,N5

27 6,012.90

1.07 Ratio of Correction

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

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

0.04 0.220.920.92

27 6,030.30

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

needed m 3 Yard 3

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

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

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

per m 3 Pricem 3

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

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

$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

a = 6.44b = 3.72

c = 7.44

Tangent Formula

A = 60° =a

b 3.72

a = 6.44

b = (c² - a²)

c = 5.00b = 4.00

a = 3.00

c = 5.00

a = 3.00

b = 4.00

(a² + b²)

(c² - b²)

Circumference and Radius of a Circle

radius: 3.5 m circumference:area:

radius: 0.5 m circumference:

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

height : 2.99 volume :

radius 2 : 11.5height : 2.99 volume :

Wall volume :

21.99 m38.48 1

74.46 m441.15

8.48 m5.73

68.49 m373.25

3.14 m

162.32

1,316.83

1,240.19

RC BQ 2010 Master Copy

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