Babrchara Bazar

8/12/2019 Babrchara Bazar

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Site Name : Babuchara Bazar

Address :

Zone : Chittagong

Teletalk

Department Head

Signature : Signature :

Name : Name :

Designation : Designation :

Mobile No. : Mobile No. :

Date : Date :

Contractor

Name : Md. Anisur Rahman

Designation : Sr.Project Engineer

Contract number: BEL Construction Sdn Bhd Ltd.

Date :

Prepared by System Engineering

MEASUREMENT BOOK

Site Engineer


2/11


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1 Item DescriptionNo of

MemberLength Breadth Height Volume (Cum)

a. Exacvation Footing 4.00 6.600 3.300 2.400 209.088

Sand filling 1.00 4.050 4.050 0.600 9.842

Footing 4.00 2.900 2.900 0.450 15.138

b. Column up to PL 6.00 0.375 0.375 3.000 2.531

c Column PL to Roof slab 6.00 0.350 0.350 3.150 2.315

d Grade Beam -

e Roof Beam

Beam B1 4.00 6.500 0.350 0.450 4.095

Beam B2 4.00 6.600 0.350 0.450 4.158

g Roof slab 1.00 5.200 4.90 0.125 3.185

Floor slab 1.00 5.700 4.75 0.125 3.384

h Door lintel 2.00 5.50 0.25 0.150 0.413

i AC lintel 2.00 1.50 1.50 0.150 0.675

j AC Slab 4.00 1.50 1.50 0.125 1.125

-

2 Item Description No Length Breadth Height Volume (Cum)

a AT ______ M Level -

b Column

c Tie Beam 1 4.00 6.600 0.350 0.450 4.158

d Tie Beam 1 6.00 6.860 0.350 0.450 6.483

e Tower Beam- 1

f Tower Beam- 2

47.66Total

RCC Work

BTS Room

Tower Foundation

RCC WORKS

Sub Total 37.019

Sub Total 10.641

Teletalk Representative Contractor Representative


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3 Item DescriptionNo of

MemberLength

No of

Bar

Unit

Weight

(Kg/m)

Total

Weight (Kg)

20 mm dia Bottom Layer

20 mm dia Top layer

16 mm dia Bottom Layer 4.00 2.750 55.000 1.580 955.90

16 mm dia Top layer 4.00 2.750 45.000 1.580 782.10

20 mm dia St.bar 4.00 13.50 10.00 2.470 1333.80

20 mm dia St.bar 4.00 1.59 8.00 2.470 125.67

10mm Stirrup 4.00 1.58 96.00 0.620 376.17

1835.64

20mm dia St.bar

16mm dia St.bar

10mm Stirrup

20mm dia St.bar 16.00 4.250 6.00 2.470 1007.76

16mm dia St.bar

10mm Stirrup 16.00 1.25 45.00 0.620 558.00

1565.76

Floor Beam

d

REINFORCEMENT

BTS Room

a

b

c

Column

Footing

Grade Beam



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Item DescriptionNo of

MemberLength

No of

Bar

Unit

Weight

(Kg/m)

Total

Weight (Kg)

Long direction

10 mm dia st. bar 6.00 4.85 21.00 0.620 378.88

10 mm dia cut off 2.00 4.00 11.00 0.620 54.56

10 mm dia Ex top 4.00 1.58 18.00 0.620 70.53

10 mm dia binder

503.97

1007.95

10 mm dia st. bar 6.00 4.85 20.00 0.620 360.84

10 mm dia cut off 2.00 4.00 1.00 0.620 4.96

10 mm dia Ex top 4.00 1.58 32.00 0.620 125.39

10 mm dia binder

491.19

Short direction

Roof slab

f

g

Floor Slab

e


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Item DescriptionNo of

MemberLength

No of

Bar

Unit

Weight

(Kg/m)

Total

Weight (Kg)

12 mm St 2.00 4.20 4.00 1.580 53.09

8 mm Stirrup 2.00 0.85 14.00 0.620 14.76

12 mm St

8 mm Stirrup

4 Item Description No of Member Length No of Bar Unit Wt.

(kg/Meter)

Total Weight

( Kg)

AT --------M LEVEL

Column

20mm dia St.bar

16mm dia St.bar

10mm Stirrup

-

Tie Beam

20mm dia St.bar

16mm dia St.bar

12mm Stirrup

10mm Stirrup

Tower F. Beam ( -------M Level)

20mm dia St.bar

16mm dia St.bar

12mm Stirrup

10mm Stirrup

4968.38Net Total

c

Door lintel

AC lintel

h

Tower Foundation

a

b

67.84Net Total


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5 Item Description No Length Breadth Height Volume (cu-m)

BTS Long Wall 1.000 15.400 0.380 0.300 1.76

BTS Short Wall 1.000 14.300 0.250 0.600 2.15

Staircase 1.000 2.600 0.500 0.150 0.20

Deducation For AC 2.00 0.75 0.68 1.020

Deducation For Door 1.00 1.00 46.00 2.10 2.100

6 Item Description No Length Breadth Height Area (sq-m)

BTS Long Wall 4.00 3.33 2.88 38.362

BTS Short Wall

Parapet wall (Long) 1.00 19.10 0.15 2.865

Parapet wall (Short)

41.23

BRICK WORKS

b

38.11Gross Total (c-b)

3.12

a

10" Brick wall

(5") Brick Work

a

Sub-Total (b)

4.10Sub-Total (a)

Sub Total



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7

Item Description No Length Breadth HeightArea

(sq-m)

BTS Slab 1.00 5.000 5.02 25.100

BTS Slab Carnish 1.00 15.50 0.15 2.325

Out Side wall (Long direction) 1.00 12.00 3.00 36.000

Out Side wall (Short direction) -

Bottom of Caurnice Long +side -

Bottom of Caurnice shot side -

Parapet wall- Long Direction 2.00 19.40 0.15 5.820

Parapet wall-Top 4.00 3.35 0.70 9.380

Coloum 4.00 1.40 9.00 50.400

Beam B1 4.00 3.35 0.70 9.380

Beam B2 4.00 3.35 1.05 14.070

TB 4.00 2.98 1.40 16.688

TB 4.00 3.40 1.400 19.040

Brick wall 1.00 16.20 0.700 11.340

Staircase top 1 1.100 1.40 1.540

Staircase outside 2 0.600 0.30 0.360

AC Gap

-

-

-

Deduction

Deducation For Door 1.00 1.10 2.10 2.310

Deducation For AC

8

OTHER WORKS

Plaster works

Floor Tiles (Homogenious Floor Tiles R.A.K)

201.44Sub- Total

a

b

2.31Sub- Total

199.13Gross Total (a-b)



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BTS Room 1.00 3.350 3.350 11.22

BTS Door Sill

11.22Net Total


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9

Item Description No Length Breadth HeightArea (sq

m)

BTS Wall ( Long Direction) 4.00 3.570 2.700 38.56

BTS Wall (Short Direction)

Door Offset Long

Door Offset Short

Deduction

Deducation For Door 1.00 1.100 2.100 2.31

Deducation For AC

10

Roofing compound No Length Breadth Height Area (sq-m)

Roof Slab 1.00 4.800 4.380 21.024

Fillet 1 1.100 0.150 0.165

CC Pedestal outside BTS

CC Pedestal outside Dor 1 1.110 1.000 1.110

Roof Top 1 3.250 3.250 10.563

Roof Top 1 3.350 3.350 11.223

11

BTS floor 60 mm 1 5.100 2.210 11.271

Roof Top 75 mm 1 6.330 3.710 23.484

34.76

12

Sub-Total

Wall Tiles (Glazed and Colour Wall Tiles R.A.K)

32.86Net Total

Roofing compound

Patent Stone work

a

b

2.31

36.25

Sub- Total

Gross- Total (a-b)

38.56



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13 Item Description No Length Breadth Rate Amount

Rain Water Down pipe 6 560.690 3,364.140

14 Steel Door as per Design Pcs 1 12,939.000 12,939.000

15 Abloy Lock pcs 1 9,919.000 9,919.000

16 Indoor BTS Ladder m 15.58 645.150 10,051.44

16 Steel Bracket Arm No

18 Wave guide ladder m 6.00 1,376.320 8,257.92

19 Stair Rm 4.50

20 Folding Ladder nos. 1.00 3,500.000 3,500.00

21 Other Items

Net Total


Babrchara Bazar

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