Annex 3
Deduction
6 Reinforcement steel
Beam - 16 mm
4
Concrete column - 16mm dia rod 8
Pillar basement 12mm dia rod
20
Sheave anchorage 12mm dia rod
8
Anchorage post 16mm dia rod
12
Link/Stiruups 8mm
Beam 400mm*400mm
25
Piller 400mm*400mm
50
Anchorage post (300 dia Circular) 24
Binding wire @1% of reinforcement
2@3.14 (.4)2/4X1.6
4.00 1.58
4.40 1.58
1.40 0.89
0.64 0.89
1.95 1.58
1.80 0.39
1.80 0.39
1.20 0.39
Total
Total
-0.45
6.21
25.25
55.56
24.92
4.55
36.97
Kg
17.55
35.10
11.23
211.13
2.11
7 Stone soling
8 Supplying and fitting of salwood
(A) Truss
Tie beam
Rafters
King post
Struts small
Vertical post
1
3
6
3
6
4
4.00
4.30
2.30
1.00
0.50
3.70
4.20 0.30 5.04
0.15 0.15 0.29
0.12 0.12 0.20
0.15 0.15 0.07
0.15 0.15 0.07
0.2 0.2 0.59
(B) Purlins
Purlins No=2*4=8
8 7.60
© Supplying and fitting of 25mm Th.
Eves board
Eves board
1
24.40
9 Tor steel reinforcement bar
Quality as per attacehd paper
10
(A) Roofing with C.G.I sheet of 26
gauge and colour
Roofing for building
1
Do next side
1
7.60
7.56
(B) Do but G.I plan sheet on ridge of
26 gauge and colour
Ridge for roofing
1
7.56
J hooks
Nuts and bolts
Washer
140.7456
140.7456
281.4912
0.075
0.075 0.34
m³
0.025
0.15
0.09
m2
1.65
2.97 22.57
2.97 22.45
m2
0.25 1.89 m2
46.92
141 nos
141 nos
281 nos
81