EXCAVATION
COLUMN FOOTING DETAILS
LENGTH WIDTH DEPTH QTY
C1F1 & C1F2 0.7 0.7 0.8 8
VOLUME 3.136 cu.m
WALL FOOTING DETAILS
LENGTH WIDTH DEPTH
W1F1 32.15 0.5 0.6
VOLUME 9.645 cu.m
TOTAL EXCAVATED VOLUME
12.781 cu.m
GRAVEL BEDDING
LENGTH WIDTH THICKNESS OF GRAVEL QTY
CF 0.7 0.7 0.02 7
WF 17.75 0.5 0.02 -
Vcf 0.0686
Vwf 0.1775
TOTAL VOLUME OF G-1
VT 1.7961
BILL OF QUANTITY
ITEM UNIT QTY COST
EXCAVATION cu.m 8.461 375
CONCRETE WORKS 40kg PORTLAND CEMENT bags 115.029 215
SAND cu.m 6.3905 500
GRAVEL cu.m 12.781 1100
MASONRY CHB 4" pcs 553 11
40kg PORTLAND CEMENT bags 66.89088 215
SAND cu.m 3.7051 500
STEEL WORKS D10 REBAR pcs 44.84634 208
D12 REBAR pcs 35.15758 260
GI Tie Wire #16 kg 3 72
FORMWORKS PLYWOOD pcs 5 700
2 x 3 CL pcs 50 100
MISCELLANIOUS 5 % MARK-UP
10 % MARK-UP
TOTAL COST IN P
SLAB ON GRADE
LENGTH WIDTH THICKNESS COLUM
10 7.75 0.02
TOTAL 1.55 VOLUME
SOIL POISONING
USING
LENGTH WIDTH
10 7.75 MATERIAL RATIO
TOTAL 77.5 CEMENT 9
SAND 0.5
BILL OF MATERIALS GRAVEL 1
UNIT PRICE TOTAL
EXCAVATION 8.461 375 3172.875 TOTAL AREA OF WALL
44.24
USING CLASS A CONCRETE FOR MORTAR
MATERIAL RATIO
CEMENT 0.792
SAND 0.04375
USING CLASS A CONCRETE FOR PLASTER
MATERIAL RATIO
CEMENT 0.36
SAND 0.02
SUBTOTAL
3172.875
24731.235
3195.25
14059.1
6083
14381.5392
1852.55
9360
9360
216
3500
5000
4745.57746
9491.15492
94911.5492
CONCRETING
COLUMN FOOTING DETAILS
LENGTH WIDTH DEPTH QTY
0.7 0.7 0.8 8
3.136 cu.m
USING CLASS A CONCRETE
AREA SUBTOTAL MATERIAL
28.224 say 29 bags CEMENT
3.136 1.568 cu.m. SAND
3.136 cu.m. GRAVEL
# OF CHB
553
FOOTING THICKNESS
DEPTH
A CONCRETE FOR MORTAR
0.2 0.8
AREA SUBTOTAL
35.03808 T 60.8
44.24
1.9355 # OF PCS OF 12mm 10.13333
say 11 pcs of 12 mm
LATERAL TIES 64 pcs of lateral ties
A CONCRETE FOR PLASTER
# OF PCS OF 10mm 10.66667
say 11 pcs of 10 mm
AREA SUBTOTAL
31.8528 bags FOOTING THICKNESS
DEPTH
88.48
1.7696 cu.m. 0.2 0.8
# OF PCS OF 12mm 13.33333 say 14 pcs
PERIMETER
32.15
# OF PCS 12mm 64.3
11.69091 12 pcs
# OF PCS 10mm / STIRRUPS 13.39583 say 14 pcs
PERIMETER DEPTH
32.15 0.8
# OF PCS OF 10mm DOWELS 7.144444 say 8 pcs
PERIMETER DEPTH
32.15 0.8
# OF PCS OF 10mm 13.63939 say 14 pcs
10 mm 44.84634
TOTAL
12 mm 35.15758
CONCRETING
WALL FOOTING DETAILS
LENGTH WIDTH
VOLUME 32.15 0.5
9.645 cu.m
USING CLASS A CONCRETE
RATIO AREA SUBTOTAL
9 86.805
0.5 9.645 4.8225
1 9.645
REINFORCEMENT
COLUMN (MAIN BAR)
CHB 4" FENCE LENGTH VENT # OF 12mm REBAR
# OF COLUMNS
0.4 1 0.3 4 8
11 pcs of 12 mm
s of lateral ties
11 pcs of 10 mm 64 pcs lateral ties @ 1m
COLUMN FOOTING
CHB 4" FENCE LENGTH VENT # OF 12mm REBAR
# OF COLUMNS
0.4 1 0.3 4 8
5M B.W 12MM
WALL FOOTING
# OF 12mm REBAR
# OF COLUMNS
2 8
in meters of main bar w/ lapping
CHB (VER.)
CHB 4" FENCE LENGTH VENT # OF 12mm REBAR
# OF COLUMNS
0.4 1 0.3 4 8
CHB (HOR.)
CHB 4" FENCE LENGTH C.L. in METERS
0.4 1
say 45 pcs
say 36 pcs
DEPTH QTY
0.6 -
SUBTOTAL
86.805 say 87 bags
4.8225 cu.m.
9.645 cu.m.
C.L. in METERS SPACING
6 0.2
C.L. in METERS SPACING
6 0.2
C.L. in METERS SPACING
6 0.2
C.L. in METERS SPACING
6 1.2
C.L. in METERS
6
