ESTIMATION OF QUANTITIES

L(m)

1 EXCAVATION

(a)CIRCULAR RAFT

HEIGHT = 3.7 352.8104raft 1.2pcc 0.1

rubble soiling 0.23total = 5.23

radius = 9.6extra 1

total = 10.6

(B)RECTANGULAR SECTION

WIDTH = 4.65 19.2wall thickness 0.3

total = 4.95

TOTAL AREA=

2 RUBBLE SOILING 447.8504

3 PCC 447.8504

4 RCC

(a)

RAFT SLAB289.3824

SLAB 289.3824

COLUMNS height = 20.8 0.4415625underground 3.7

parapet 1.2total = 25.7

diameter= 0.75no. = 16

AREA(m²)

BEAMS width = 0.5 45.95(circular) depth = 0.6

radius = 8.75length = 54.95

945.95

no. = 4

BEAMS length = 9 8.75(X direction) RC wall = 0.25

centre 8.75

centre length = 9 8.25(Y direction) column = 0.75

total = 8.25

beam (a) chord length = 16.746343 13.746343(X,Y direction) 4 columns = 3

total = 13.746343

beam(b) length = 6.6174013 9.1674013(X direction) deduction = 3.3

1 column = 0.75total = 9.1674013

beam(b) length = 16.746343 15.246343(Y direction ) 1 column 1.5(right side) total = 15.246343

beam(b) length = 6.6 6.6(Y direction )

(left side)

5 REINFORCEMENT

Raft (0.8% of RCC)Column (4% of RCC)Beam (1.5% of RCC)Slab (0.8% of RCC)

total steel =

ESTIMATION OF QUANTITIES

B(m) H(m)

5.23 1845.19839

4.95 5.23 497.0592

447.8504 total = 2342.25759

0.23 103.005592

0.1 44.78504

1.2 347.25888

0.2 231.50592

25.7 181.5705

QTY(m³)

0.5 0.6 55.14

0.5 0.6 10.5

0.5 0.6 9.9

0.5 0.6 65.9824458

0.5 0.6 22.0017631

0.5 0.6 18.2956115

0.5 0.6 7.92

total = 950.07512

Weight(kg)

2.77807104 21807.8587.26282 57013.137

2.84609731 22341.8641.85204736 14538.572

total steel = 14.7390357 115701.43 115.70143 tons