ITEM TO BE ESTIMATED CALCULATIONSQUANTITY LENGTH WIDTH THICK AREA

SLABSROOF DECK SLABS-1 4 5.5 5.15 0.15 28.325S-2 4 5.15 4.2 0.15 21.63S-3 2 5.15 4.3 0.15 22.145S-4 4 5.5 5.2 0.15 28.6S-5 2 5.2 4.3 0.15 22.36Subtotal:5TH FLOOR SLABS-1 4 5.5 5.15 0.15 28.325S-2 4 5.15 4.2 0.15 21.63S-3 2 5.15 4.3 0.15 22.145S-4 4 5.5 5.2 0.15 28.6S-5 2 5.2 4.3 0.15 22.36Subtotal:4TH FLOOR SLABS-1 4 5.5 5.15 0.15 28.325S-2 4 5.15 4.2 0.15 21.63S-3 2 5.15 4.3 0.15 22.145S-4 4 5.5 5.2 0.15 28.6S-5 2 5.2 4.3 0.15 22.36Subtotal:3RD FLOOR SLABS-1 4 5.5 5.15 0.15 28.325S-2 4 5.15 4.2 0.15 21.63S-3 2 5.15 4.3 0.15 22.145S-4 4 5.5 5.2 0.15 28.6S-5 2 5.2 4.3 0.15 22.36Subtotal:2ND FLOOR SLABS-1 4 5.5 5.15 0.15 28.325S-2 4 5.15 4.2 0.15 21.63S-3 2 5.15 4.3 0.15 22.145S-4 4 5.5 5.2 0.15 28.6S-5 2 5.2 4.3 0.15 22.36Subtotal:GROUND FLOORSlab 1 23.7 20.7 0.1 490.59Subtotal:TOTAL:

ITEM TO BE ESTIMATED CALCULATIONSQUANTITY LENGTH WIDTH THICK AREA

BEAMSRoof deckB-1 12 5.1 0.25 0.4 1.275

B-2 12 5.2 0.25 0.4 1.3B-3 10 5.5 0.25 0.4 1.375B-4 10 4.2 0.25 0.4 1.05B-5 5 4.3 0.25 0.4 1.075Subtotal:Fifth FloorB-1 12 5.1 0.25 0.4 1.275B-2 12 5.2 0.25 0.4 1.3B-3 10 5.5 0.25 0.4 1.375B-4 10 4.2 0.25 0.4 1.05B-5 5 4.3 0.25 0.4 1.075Subtotal:Fourth FloorB-1 12 5.1 0.25 0.4 1.275B-2 12 5.2 0.25 0.4 1.3B-3 10 5.5 0.25 0.4 1.375B-4 10 4.2 0.25 0.4 1.05B-5 5 4.3 0.25 0.4 1.075Subtotal:Third FloorB-1 12 5.1 0.25 0.4 1.275B-2 12 5.2 0.25 0.4 1.3B-3 10 5.5 0.25 0.4 1.375B-4 10 4.2 0.25 0.4 1.05B-5 5 4.3 0.25 0.4 1.075Subtotal:Second FloorB-1 12 5.1 0.25 0.4 1.275B-2 12 5.2 0.25 0.4 1.3B-3 10 5.5 0.25 0.4 1.375B-4 10 4.2 0.25 0.4 1.05B-5 5 4.3 0.25 0.4 1.075Subtotal:TOTAL:

CALCULATIONSMixture class

Cement Sand GravelVOLUME Bags cu.m cu.m

SLABS

4.24875 A 38.23875 2.124375 4.248753.2445 A 29.2005 1.62225 3.2445

3.32175 A 29.89575 1.660875 3.321754.29 A 38.61 2.145 4.29

3.354 A 30.186 1.677 3.354166.131 9.2295 18.459

4.24875 A 38.23875 2.124375 4.248753.2445 A 29.2005 1.62225 3.2445

3.32175 A 29.89575 1.660875 3.321754.29 A 38.61 2.145 4.29

3.354 A 30.186 1.677 3.354166.131 9.2295 18.459

4.24875 A 38.23875 2.124375 4.248753.2445 A 29.2005 1.62225 3.2445

3.32175 A 29.89575 1.660875 3.321754.29 A 38.61 2.145 4.29

3.354 A 30.186 1.677 3.354166.131 9.2295 18.459

4.24875 A 38.23875 2.124375 4.248753.2445 A 29.2005 1.62225 3.2445

3.32175 A 29.89575 1.660875 3.321754.29 A 38.61 2.145 4.29

3.354 A 30.186 1.677 3.354166.131 9.2295 18.459

4.24875 A 38.23875 2.124375 4.248753.2445 A 29.2005 1.62225 3.2445

3.32175 A 29.89575 1.660875 3.321754.29 A 38.61 2.145 4.29

3.354 A 30.186 1.677 3.354166.131 9.2295 18.459

49.059 441.531 24.5295 49.059441.531 24.5295 49.059

1272.186 70.677 141.354CALCULATIONS

Mixture classCement Sand Gravel

VOLUME Bags cu.m cu.mBEAMS

6.12 55.08 3.06 6.12

6.24 56.16 3.12 6.245.5 49.5 2.75 5.54.2 37.8 2.1 4.2

2.15 19.35 1.075 2.15217.89 12.105 24.21

6.12 55.08 3.06 6.126.24 56.16 3.12 6.245.5 49.5 2.75 5.54.2 37.8 2.1 4.2

2.15 19.35 1.075 2.15217.89 12.105 24.21

6.12 55.08 3.06 6.126.24 56.16 3.12 6.245.5 49.5 2.75 5.54.2 37.8 2.1 4.2

2.15 19.35 1.075 2.15217.89 12.105 24.21

6.12 55.08 3.06 6.126.24 56.16 3.12 6.245.5 49.5 2.75 5.54.2 37.8 2.1 4.2

2.15 19.35 1.075 2.15217.89 12.105 24.21

6.12 55.08 3.06 6.126.24 56.16 3.12 6.245.5 49.5 2.75 5.54.2 37.8 2.1 4.2

2.15 19.35 1.075 2.15217.89 12.105 24.21

1089.45 60.525 121.05

LEVEL BEAM QUANTITYLENGTH BASE DIAMTER ONO. OF BADIAMTER OF STIRRUPNO OF STI

LENGTH OFWEIGHT