Irrigation Design CRITERIA
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Transcript of Irrigation Design CRITERIA
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RTL 34.5
LBL 26.6
SBC 20 t/m2
Discharge 700 cusecs
bed slope
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Name of work
Date of Description of work
Measure- No L B D
ment
1 Collection and supply of Gravel of size 9.5mm to 4.75mm 66% of quantity for over all loose thickness 192mm
compacted to 150mm from approved quarry and conveyed to the road side and stacked to dept.gauge for
pre measurements at site including cost and conveyance of all materials,labour charges,sienorage charges
etc.complete
2 Collection and supply of sand of size less than 2.36mm 34% of quantity for over all loose thickness 192mm
compacted to 150mm from approved quarry and conveyed to the road side and stacked to dept.gauge for
pre measurements at site including cost and conveyance of all materials,labour charges,sienorage charges
etc.complete
102.4 0/0 to 0/2
51.2 RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.3 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 6.1 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.9 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 4.3 2.0 0.5
Measurements upto date
-
0/2 to 0/4
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.3 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.4 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 6.0 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.0 2.0 0.5
0/4 to 0/6
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
-
RG 1X1 4.0 2.0 0.5
0/6 to 0/8
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.4 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.2 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 3.4 2.0 0.5
102.4 0/8 to 1/0
51.2 RG 1X1 5.3 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.5 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.2 2.0 0.5
-
RD 1X1 5.8 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
1/0 to 1/2
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.3 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 6.1 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 4.2 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
1/2 to 1/4
RG 1X1 5.2 2.0 0.5
RG 1X1 4.4 2.0 0.5
RD 1X1 5.0 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 4.4 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
-
RD 1X1 5.8 2.0 0.5
RG 1X1 4.9 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.1 2.0 0.5
1/4 to 1/6
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 4.0 2.0 0.5
1/6 to 1/8
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.4 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
-
RG 1X1 5.1 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.2 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 3.4 2.0 0.5
1/8 to 2/0
RG 1X1 5.9 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 6.2 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 6.2 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 3.8 2.0 0.5
RG 1X1 1.8 2.0 0.5
2/0 to 2/2
RG 1X1 5.2 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.2 2.0 0.5
-
RG 1X1 5.3 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.2 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 4.7 2.0 0.5
RD 1X1 3.4 2.0 0.5
RG 1X1 5.2 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 3.4 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 4.7 2.0 0.5
RD 1X1 4.9 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
2/2 to 2/4
RG 1X1 5.2 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 4.8 2.0 0.5
RD 1X1 5.0 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.1 2.0 0.5
2/4 to 2/6
RG 1X1 5.3 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.5 2.0 0.5
RG 1X1 5.4 2.0 0.5
-
RG 1X1 5.4 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
40.96 2/6 to 2/8
20.48 RG 1X1 5.2 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.2 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 4.7 2.0 0.5
RD 1X1 3.4 2.0 0.5
RG 1X1 5.2 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 3.4 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 4.7 2.0 0.5
RD 1X1 4.9 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
-
2/8 to 3/0
RG 1X1 5.9 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 6.2 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 6.2 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 3.8 2.0 0.5
RG 1X1 1.8 2.0 0.5
3/0 to 3/2
RG 1X1 5.3 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.5 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.3 2.0 0.5
-
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
3/2 to 3/4
RG 1X1 5.2 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.2 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 4.7 2.0 0.5
RD 1X1 3.4 2.0 0.5
RG 1X1 5.2 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 3.4 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 4.7 2.0 0.5
RD 1X1 4.9 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
3/4 to 3/6
RG 1X1 5.9 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 6.2 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 6.2 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.9 2.0 0.5
-
RG 1X1 5.5 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 3.8 2.0 0.5
RG 1X1 1.8 2.0 0.5
3/6 to 3/8
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.4 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.2 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 3.4 2.0 0.5
-
3/8 to 4/0
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.4 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.2 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 3.4 2.0 0.5
4/0 to 4/2
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.3 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.4 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 6.0 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 6.1 2.0 0.5
-
RG 1X1 5.1 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.1 2.0 0.5
4/2 to 4/4
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.3 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.9 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.8 2.0 0.5
4/4 to 4/6
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.3 2.0 0.5
RG 1X1 5.4 2.0 0.5
-
RG 1X1 5.9 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.4 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 6.0 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 6.1 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 4.0 2.0 0.5
4/6 to 4/8
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 4.0 2.0 0.5
-
4/8 to 5/0
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.4 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.2 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 3.4 2.0 0.5
0/0 to 0/2 towards Ekkala
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.3 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.9 2.0 0.5
-
RG 1X1 5.7 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 6.1 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.9 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 4.4 2.0 0.5
0/2 to 0/3+70m
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.3 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.4 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 6.0 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.0 2.0 0.5
RG 1X1 5.0 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.1 2.0 0.5
5/0 to 5/2
RG 1X1 5.3 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.5 2.0 0.5
RG 1X1 5.4 2.0 0.5
-
RG 1X1 5.4 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
5/2 to 5/4
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.3 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 6.1 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 4.2 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
5/4 to 5/6
RG 1X1 5.7 2.0 0.5
-
RG 1X1 5.4 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.3 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.4 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 6.0 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 6.1 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 4.0 2.0 0.5
5/6 to 5/8
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.6 2.0 0.5
-
RG 1X1 5.4 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 4.0 2.0 0.5
5/8 to 6/0
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.4 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.2 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 3.4 2.0 0.5
6/0 to 6/2
RG 1X1 5.9 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 6.2 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 6.2 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.9 2.0 0.5
-
RG 1X1 5.4 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 3.8 2.0 0.5
RG 1X1 1.8 2.0 0.5
6/2 to 6/4
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.2 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.1 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 4.0 2.0 0.5
6/4 to 6/6
RG 1X1 5.6 2.0 0.5
-
RG 1X1 5.7 2.0 0.5
RD 1X1 5.4 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.2 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.1 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.3 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.2 2.0 0.5
RG 1X1 5.6 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 3.4 2.0 0.5
2 Construction of Granular SUB-BASE by providing well graded material(I.e Stone aggregates of 9.5mm to
4.75mm size(Gravel) of 66% and sand of size less than 2.36mm 34%) having soaked CBR not less than 15%
and Plasticity Index
-
1/0 to 1/2 1X1 200.0 4.0 0.150
1/2 to 1/4 1X1 200.0 4.0 0.150
Deduct Bridge portion&Approaches 1X1 113.0 4.0 0.150
1/4 to 1/6 1X1 200.0 4.0 0.150
1/6 to 1/8 1X1 200.0 4.0 0.150
1/8 to 2/0 1X1 200.0 4.0 0.150
2/0 to 2/2 1X1 200.0 4.0 0.150
2/2 to 2/4 1X1 200.0 4.0 0.150
Deduct causeway portion&Approaches 1X1 139.0 4.0 0.150
2/4 to 2/6 1X1 200.0 4.0 0.150
2/6 to 2/8 1X1 200.0 4.0 0.150
2/8 to 3/0 1X1 200.0 4.0 0.150
3/0 to 3/2 1X1 200.0 4.0 0.150
3/2 to 3/4 1X1 200.0 4.0 0.150
3/4 to 3/6 1X1 200.0 4.0 0.150
3/6 to 3/8 1X1 200.0 4.0 0.150
3/8 to 4/0 1X1 200.0 4.0 0.150
4/0 to 4/2 1X1 200.0 4.0 0.150
4/2 to 4/2+56 1X1 56.0 4.0 0.150
Bell mouth towards Kesaripada from Ekkala junction1X1 2.0 6.1 0.150
1X1 2.0 7.3 0.150
1X1 2.0 8.8 0.150
1X1 2.0 10.5 0.150
1X1 2.0 13.0 0.150
1X1 2.0 15.0 0.150
1X1 2.0 16.4 0.150
Bell mouth towards Arjunapuram from Ekkala junction1X1 2.0 13.5 0.150
1X1 2.0 11.3 0.150
1X1 2.0 9.4 0.150
1X1 2.0 7.8 0.150
1X1 2.0 6.9 0.150
1X1 2.0 6.0 0.150
1X1 2.0 4.8 0.150
4/284 to 4/4 1X1 116.0 4.0 0.150
4/4 to 4/6 1X1 200.0 4.0 0.150
4/6 to 4/8 1X1 200.0 4.0 0.150
4/8 to 5/0 1X1 200.0 4.0 0.150
Bell mouth on Branch Road towards Ekkala village1X1 3.0 6.5 0.150
0/0 to 0/2 1X1 2.0 9.5 0.150
1X1 2.0 10.5 0.150
1X1 2.0 9.3 0.150
1X1 2.0 8.0 0.150
-
1X1 2.0 7.0 0.150
1X1 2.0 6.2 0.150
1X1 2.0 5.6 0.150
1X1 2.0 5.2 0.150
1X1 2.0 4.5 0.150
1X1 179.0 4.0 0.150
0/2 to 0/370 1X1 170.0 4.0 0.150
5/0 to 5/2 1X1 200.0 4.0 0.150
5/2 to 5/4 1X1 200.0 4.0 0.150
5/4 to 5/6 1X1 200.0 4.0 0.150
5/6 to 5/8 1X1 200.0 4.0 0.150
5/8 to 6/0 1X1 200.0 4.0 0.150
6/0 to 6/2 1X1 200.0 4.0 0.150
6/2 to 6/4 1X1 200.0 4.0 0.150
6/4 to 6/6 1X1 200.0 4.0 0.150
3 Collection and supply of Gravel of size 9.5mm to 4.75mm 66% of quantity for over all loose thickness 64mm
compacted to 50mm from approved quarry and conveyed to the road side and stacked to dept.gauge for
pre measurements at site including cost and conveyance of all materials,labour charges,sienorage charges
etc.complete
4 Collection and supply of sand of size less than 2.36mm 34% of quantity for over all loose thickness 64mm
compacted to 50mm from approved quarry and conveyed to the road side and stacked to dept.gauge for
pre measurements at site including cost and conveyance of all materials,labour charges,sienorage charges
etc.complete
0/0 to 0/2
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 6.1 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 6.3 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 6.2 2.0 0.5
RG 1X1 2.9 2.0 0.5
0/2 to 0/4
RG 1X1 5.7 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 6.2 2.0 0.5
RG 1X1 5.7 2.0 0.5
-
RG 1X1 5.7 2.0 0.5
RD 1X1 6.6 2.0 0.5
RG 1X1 2.7 2.0 0.5
0/4 to 0/6
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.7 2.0 0.5
0/6 to 0/8
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.9 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
0/8 to 1/0
RG 1X1 5.3 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.9 2.0 0.5
1/0 to 1/2
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.5 2.0 0.5
-
1/2 to 1/4
RG 1X1 5.2 2.0 0.5
RG 1X1 4.4 2.0 0.5
RD 1X1 3.5 2.0 0.5
RG 1X1 5.3 2.0 0.5
RD 1X1 4.0 2.0 0.5
1/4 to 1/6
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.7 2.0 0.5
1/6 to 1/8
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.9 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
1/8 to 2/0
RG 1X1 5.3 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.9 2.0 0.5
2/0 to 2/2
RG 1X1 5.7 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.9 2.0 0.5
-
RD 1X1 5.7 2.0 0.5
2/2 to 2/4
RG 1X1 5.1 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.3 2.0 0.5
2/4 to 2/6
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.9 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
2/6 to 2/8
RG 1X1 5.3 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.9 2.0 0.5
2/8 to 3/0
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.9 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
3/0 to 3/2
RG 1X1 5.3 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
-
RG 1X1 5.6 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.9 2.0 0.5
3/2 to 3/4
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.9 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
3/4 to 3/6
RG 1X1 5.3 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.9 2.0 0.5
3/6 to 3/8
RG 1X1 5.7 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.7 2.0 0.5
3/8 to 4/0
RG 1X1 5.7 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.7 2.0 0.5
-
4/0 to 4/2
RG 1X1 5.7 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.7 2.0 0.5
4/2 to 4/4
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.1 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.4 2.0 0.5
RD 1X1 5.1 2.0 0.5
RG 1X1 3.8 2.0 0.5
RG 1X1 3.6 2.0 0.5
RD 1X1 4.5 2.0 0.5
4/4 to 4/6
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.9 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
4/6 to 4/8
RG 1X1 5.3 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.9 2.0 0.5
4/8 to 5/0
RG 1X1 5.7 2.0 0.5
-
RG 1X1 5.9 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.7 2.0 0.5
0/0 to 0/2 towards Ekkala
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 6.1 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 6.3 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 6.2 2.0 0.5
RG 1X1 2.9 2.0 0.5
0/2 to 0/3+70m
RG 1X1 5.7 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 6.2 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 6.6 2.0 0.5
RG 1X1 6.1 2.0 0.5
RD 1X1 1.8 2.0 0.5
5/0 to 5/2
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.9 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
5/2 to 5/4
RG 1X1 5.3 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.8 2.0 0.5
-
RD 1X1 5.6 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.9 2.0 0.5
5/4 to 5/6
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.5 2.0 0.5
5/6 to 5/8
RG 1X1 5.7 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.7 2.0 0.5
5/8 to 6/0
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.5 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.8 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.7 2.0 0.5
6/0 to 6/2
RG 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.8 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.5 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.9 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
-
6/2 to 6/4
RG 1X1 5.3 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.8 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.6 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.9 2.0 0.5
6/4 to 6/6
RG 1X1 5.7 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.6 2.0 0.5
RG 1X1 5.7 2.0 0.5
RG 1X1 5.7 2.0 0.5
RD 1X1 5.9 2.0 0.5
RG 1X1 5.4 2.0 0.5
RG 1X1 5.9 2.0 0.5
RD 1X1 5.7 2.0 0.5
6 Construction of Granular SUB-BASE by providing well graded material(I.e Stone aggregates of 9.5mm to
4.75mm size(Gravel) of 66% and sand of size less than 2.36mm 34%) having soaked CBR not less than 15%
and Plasticity Index
-
1/4 to 1/6 1X1 200.0 4.0 0.050
1/6 to 1/8 1X1 200.0 4.0 0.050
1/8 to 2/0 1X1 200.0 4.0 0.050
2/0 to 2/2 1X1 200.0 4.0 0.050
2/2 to 2/4 1X1 200.0 4.0 0.050
Deduct causeway portion&Approaches 1X1 139.0 4.0 0.050
2/4 to 2/6 1X1 200.0 4.0 0.050
2/6 to 2/8 1X1 200.0 4.0 0.050
2/8 to 3/0 1X1 200.0 4.0 0.050
3/0 to 3/2 1X1 200.0 4.0 0.050
3/2 to 3/4 1X1 200.0 4.0 0.050
3/4 to 3/6 1X1 200.0 4.0 0.050
3/6 to 3/8 1X1 200.0 4.0 0.050
3/8 to 4/0 1X1 200.0 4.0 0.050
4/0 to 4/2 1X1 200.0 4.0 0.050
4/2 to 4/2+56 1X1 56.0 4.0 0.050
Bell mouth towards Kesaripada from Ekkala junction1X1 2.0 6.1 0.050
1X1 2.0 7.3 0.050
1X1 2.0 8.8 0.050
1X1 2.0 10.5 0.050
1X1 2.0 13.0 0.050
1X1 2.0 15.0 0.050
1X1 2.0 16.4 0.050
Bell mouth towards Arjunapuram from Ekkala junction1X1 2.0 13.5 0.050
1X1 2.0 11.3 0.050
1X1 2.0 9.4 0.050
1X1 2.0 7.8 0.050
1X1 2.0 6.9 0.050
1X1 2.0 6.0 0.050
1X1 2.0 4.8 0.050
4/284 to 4/4 1X1 116.0 4.0 0.050
4/4 to 4/6 1X1 200.0 4.0 0.050
4/6 to 4/8 1X1 200.0 4.0 0.050
4/8 to 5/0 1X1 200.0 4.0 0.050
Bell mouth on Branch Road towards Ekkala village1X1 3.0 6.5 0.050
0/0 to 0/2 1X1 2.0 9.5 0.050
1X1 2.0 10.5 0.050
1X1 2.0 9.3 0.050
1X1 2.0 8.0 0.050
1X1 2.0 7.0 0.050
1X1 2.0 6.2 0.050
1X1 2.0 5.6 0.050
1X1 2.0 5.2 0.050
1X1 2.0 4.5 0.050
-
1X1 179.0 4.0 0.050
0/2 to 0/370 1X1 170.0 4.0 0.050
5/0 to 5/2 1X1 200.0 4.0 0.050
5/2 to 5/4 1X1 200.0 4.0 0.050
5/4 to 5/6 1X1 200.0 4.0 0.050
5/6 to 5/8 1X1 200.0 4.0 0.050
5/8 to 6/0 1X1 200.0 4.0 0.050
6/0 to 6/2 1X1 200.0 4.0 0.050
6/2 to 6/4 1X1 200.0 4.0 0.050
6/4 to 6/6 1X1 200.0 4.0 0.050
1 E.W
For 600mm dia pipe culvert @ 0/8+97m
For head walls 1X2 4.45 1.2 1.2
Below pipe 1X1 4.10 1.2 0.3
For 600mm dia pipe culvert @ 1/4+68m
For head walls 1X2 4.65 1.2 1.2
Below pipe 1X1 4.10 1.2 0.3
For 600mm dia pipe culvert @ 1/6+105m
For head walls 1X2 4.40 1.2 1.2
Below pipe 1X1 4.10 1.2 0.3
For 600mm dia pipe culvert @ 1/8+90m
For head walls 1X2 4.40 1.2 1.2
Below pipe 1X1 4.10 1.2 0.3
Cost and supply of 600mm dia NP3 class S/S pipes of each 2.5m length including conveyance to
site and all taxes etc.complete
1X12 2.50 ----- -----
Sand filling
For 600mm dia pipe culvert @ 0/1
For head walls 1X2 4.45 1.2 0.15
For 600mm dia pipe culvert @ 0/5
For head walls 1X2 4.65 1.2 0.15
For 600mm dia pipe culvert @ 0/1
For head walls 1X2 4.40 1.2 0.15
For 600mm dia pipe culvert @ 0/5
For head walls 1X2 4.40 1.2 0.15
-
C.C(1:3:6) below pipe
For 600mm dia pipe culvert @ 0/1
Below pipe 1X1 4.10 0.75 0.15
For 600mm dia pipe culvert @ 0/5
Below pipe 1X1 4.10 0.75 0.15
For 600mm dia pipe culvert @ 0/1
Below pipe 1X1 4.10 0.75 0.15
For 600mm dia pipe culvert @ 0/5
Below pipe 1X1 4.10 0.75 0.15
2 Laying and fixing of 600mm dia RCC NP3 class S/S pipes including all labour charges etc
complete
1X12 2.50 ----- -----
C.C(1:3:6) below head walls
For 600mm dia pipe culvert @ 0/1
For head walls 1X2 4.45 1.2 0.15
For 600mm dia pipe culvert @ 0/5
For head walls 1X2 4.65 1.2 0.15
For 600mm dia pipe culvert @ 0/1
For head walls 1X2 4.40 1.2 0.15
For 600mm dia pipe culvert @ 0/5
For head walls 1X2 4.40 1.2 0.15
3 C.C(1:3:6) for head walls
For 600mm dia pipe culvert @ 0/1
Head walls 1X2 4.45 (1.1+0.45)/2 1.50
Deduct pipe portion 2X 0.70 0.70 (0.93+0.70)/2
4
For 600mm dia pipe culvert @ 0/5
Head walls 1X2 4.55 (1.1+0.45)/2 1.50
Deduct pipe portion 2X 0.70 0.70 (0.93+0.70)/2
4
For 600mm dia pipe culvert @ 0/1
Head walls 1X2 4.40 (1.1+0.45)/2 1.65
Deduct pipe portion 2X 0.70 0.70 (0.93+0.70)/2
4
For 600mm dia pipe culvert @ 0/5
Head walls 1X2 4.40 (1.1+0.45)/2 1.53
Deduct pipe portion 2X 0.70 0.70 (0.93+0.70)/2
4
C.C(1:3:6) for Parapet walls
-
2nd For 600mm dia pipe culvert @ 0/1 1X2 2.45 0.3 0.45
For 600mm dia pipe culvert @ 0/5 1X2 2.45 0.3 0.45
For 600mm dia pipe culvert @ 0/5 1X2 2.44 0.3 0.45
-
Name of the contractor
Agency by which executed
Deduct previous Since last
Contents Rs Ps Rs Ps measurements measurements
Page Quantity Quantity Value
Collection and supply of Gravel of size 9.5mm to 4.75mm 66% of quantity for over all loose thickness 192mm
compacted to 150mm from approved quarry and conveyed to the road side and stacked to dept.gauge for
pre measurements at site including cost and conveyance of all materials,labour charges,sienorage charges
"G"
GSB deductions
Collection and supply of sand of size less than 2.36mm 34% of quantity for over all loose thickness 192mm
compacted to 150mm from approved quarry and conveyed to the road side and stacked to dept.gauge for
pre measurements at site including cost and conveyance of all materials,labour charges,sienorage charges
"D"
5.7
5.5
5.2
5.3
5.8
5.6
5.7
5.4
5.3
5.6
5.1
5.8
5.5
5.6
5.8
5.3
5.4
5.9
5.7
5.3
6.1
5.6
5.7
5.8
5.8
5.6
5.8
5.9
5.6
4.3
111.1 55.600
Measurements upto date Rate Total value to date
-
5.7
5.4
5.2
5.6
5.1
5.3
5.4
5.9
5.7
5.5
5.2
5.4
5.8
5.6
6
5.4
5.2
5.9
5.3
5.8
5
76.9 38.5
5.7
5.5
5.2
5.3
5.8
5.6
5.7
5.4
5.7
5.5
5.2
5.8
5.8
5.6
5.7
5.4
5.2
5.8
5.1
5.4
5.9
5.6
5.4
5.7
5.4
5.5
5.9
-
4.0
102.5 51.3
5.6
5.7
5.4
5.7
5.5
5.2
5.3
5.8
5.6
5.7
5.4
5.8
5.6
5.1
5.9
5.5
5.6
5.9
5.3
5.3
5.8
5.6
5.7
5.8
5.2
5.6
5.9
3.4
102.6 51.3
5.3
5.2
5.6
5.7
5.4
5.2
5.6
5.1
5.5
5.4
5.4
5.9
5.5
5.6
5.7
5.4
5.2
-
5.8
5.1
5.3
5.9
5.5
5.4
5.8
5.4
5.5
5.9
5.5
102.5 51.3
5.7
5.5
5.2
5.3
5.8
5.6
5.7
5.4
5.3
5.6
5.1
5.8
5.5
5.6
5.8
5.3
5.4
5.9
5.2
5.3
6.1
5.6
5.7
5.8
4.2
5.1
5.8
5.6
102.6 51.3
5.2
4.4
5
5.3
4.4
5.8
5.6
5.7
-
5.8
4.9
5.1
5.8
5.1
45.7 22.400
5.7
5.5
5.2
5.3
5.8
5.6
5.7
5.4
5.7
5.5
5.2
5.8
5.8
5.6
5.7
5.4
5.2
5.8
5.1
5.4
5.9
5.6
5.4
5.7
5.4
5.5
5.9
4.0
102.5 51.3
5.6
5.7
5.4
5.7
5.5
5.2
5.3
5.8
5.6
5.7
5.4
5.8
5.6
-
5.1
5.9
5.5
5.6
5.9
5.3
5.3
5.8
5.6
5.7
5.8
5.2
5.6
5.9
3.4
102.6 51.3
5.9
5.8
6.2
5.6
5.1
6.2
5.4
5.4
5.9
5.5
5.7
5.9
5.4
5.3
5.8
5.3
5.3
5.9
5.8
5.9
5.8
5.8
5.9
5.8
5.8
5.9
3.8
1.8
102.6 51.30
5.2
5.1
5.2
-
5.3
5.1
5.6
5.2
5.1
5.7
5.1
5.2
5.8
5.3
4.7
3.4
5.2
5.1
5.7
5.1
5.2
5.8
5.3
5.1
3.4
5.3
4.7
4.9
5.1
5.2
5.8
102.6 51.30
5.2
5.5
5.7
5.5
4.8
5
5.3
5.1
5.1
31.4 15.800
5.3
5.2
5.6
5.7
5.4
5.2
5.6
5.1
5.5
5.4
-
5.4
5.9
5.5
5.6
5.7
5.4
5.2
5.8
5.1
5.3
5.9
5.5
5.4
5.8
5.4
5.5
5.9
5.5
102.5 51.3
5.2
5.1
5.2
5.3
5.1
5.6
5.2
5.1
5.7
5.1
5.2
5.8
5.3
4.7
3.4
5.2
5.1
5.7
5.1
5.2
5.8
5.3
5.1
3.4
5.3
4.7
4.9
5.1
5.2
5.8
102.6 51.30
-
5.9
5.8
6.2
5.6
5.1
6.2
5.4
5.4
5.9
5.5
5.7
5.9
5.4
5.3
5.8
5.3
5.3
5.9
5.8
5.9
5.8
5.8
5.9
5.8
5.8
5.9
3.8
1.8
102.6 51.300
5.3
5.2
5.6
5.7
5.4
5.2
5.6
5.1
5.5
5.4
5.4
5.9
5.5
5.6
5.7
5.4
5.2
5.8
5.1
5.3
-
5.9
5.5
5.4
5.8
5.4
5.5
5.9
5.5
102.5 51.3
5.2
5.1
5.2
5.3
5.1
5.6
5.2
5.1
5.7
5.1
5.2
5.8
5.3
4.7
3.4
5.2
5.1
5.7
5.1
5.2
5.8
5.3
5.1
3.4
5.3
4.7
4.9
5.1
5.2
5.8
102.6 51.30
5.9
5.8
6.2
5.6
5.1
6.2
5.4
5.4
5.9
-
5.5
5.7
5.9
5.4
5.3
5.8
5.3
5.3
5.9
5.8
5.9
5.8
5.8
5.9
5.8
5.8
5.9
3.8
1.8
102.6 51.300
5.6
5.7
5.4
5.7
5.5
5.2
5.3
5.8
5.6
5.7
5.4
5.8
5.6
5.1
5.9
5.5
5.6
5.9
5.3
5.3
5.8
5.6
5.7
5.8
5.2
5.6
5.9
3.4
102.6 51.30
-
5.6
5.7
5.4
5.7
5.5
5.2
5.3
5.8
5.6
5.7
5.4
5.8
5.6
5.1
5.9
5.5
5.6
5.9
5.3
5.3
5.8
5.6
5.7
5.8
5.2
5.6
5.9
3.4
102.6 51.3
5.7
5.4
5.2
5.6
5.1
5.3
5.4
5.9
5.7
5.5
5.2
5.4
5.4
5.6
6
5.4
5.2
5.9
5.1
5.8
6.1
-
5.1
5.2
5.8
5.4
5.5
5.9
5.1
102.6 51.3
5.7
5.5
5.2
5.3
5.8
5.6
5.7
5.4
5.3
5.6
5.9
5.8
5.5
5.6
5.8
5.5
5.6
5.8
5.3
5.4
5.9
5.6
5.6
5.8
5.7
5.6
5.8
5.9
5.6
5.8
5.6
5.7
5.8
123.1 62.600
5.7
5.4
5.2
5.6
5.1
5.3
5.4
-
5.9
5.7
5.5
5.2
5.4
5.8
5.6
6
5.4
5.2
5.9
5.1
5.8
6.1
5.6
5.4
5.8
5.4
5.5
5.9
4.0
102.6 51.3
5.7
5.5
5.2
5.3
5.8
5.6
5.7
5.4
5.7
5.5
5.2
5.8
5.8
5.6
5.7
5.4
5.2
5.8
5.1
5.4
5.9
5.6
5.4
5.7
5.4
5.5
5.9
4.0
-
102.5 51.3
5.6
5.7
5.4
5.7
5.5
5.2
5.3
5.8
5.6
5.7
5.4
5.8
5.6
5.1
5.9
5.5
5.6
5.9
5.3
5.3
5.8
5.6
5.7
5.8
5.2
5.6
5.9
3.4
102.6 51.3
5.7
5.5
5.2
5.3
5.8
5.6
5.7
5.4
5.3
5.6
5.1
5.8
5.5
5.6
5.8
5.3
5.4
5.9
-
5.7
5.3
6.1
5.6
5.7
5.8
5.8
5.6
5.8
5.9
5.7
4.4
111.2 55.700
5.7
5.4
5.2
5.6
5.1
5.3
5.4
5.9
5.7
5.5
5.2
5.4
5.8
5.6
6
5.4
5.2
5.9
5.3
5.8
5
5.0
5.2
5.1
87.1 43.600
5.3
5.2
5.6
5.7
5.4
5.2
5.6
5.1
5.5
5.4
-
5.4
5.9
5.5
5.6
5.7
5.4
5.2
5.8
5.1
5.3
5.9
5.5
5.4
5.8
5.4
5.5
5.9
5.5
102.5 51.3
5.7
5.5
5.2
5.3
5.8
5.6
5.7
5.4
5.3
5.6
5.1
5.8
5.5
5.6
5.8
5.3
5.4
5.9
5.2
5.3
6.1
5.6
5.7
5.8
4.2
5.1
5.8
5.6
102.6 51.3
5.7
-
5.4
5.2
5.6
5.1
5.3
5.4
5.9
5.7
5.5
5.2
5.4
5.8
5.6
6
5.4
5.2
5.9
5.1
5.8
6.1
5.6
5.4
5.8
5.4
5.5
5.9
4.0
102.6 51.3
5.7
5.5
5.2
5.3
5.8
5.6
5.7
5.4
5.7
5.5
5.2
5.8
5.8
5.6
5.7
5.4
5.2
5.8
5.1
5.4
5.9
5.6
-
5.4
5.7
5.4
5.5
5.9
4.0
102.5 51.3
5.6
5.7
5.4
5.7
5.5
5.2
5.3
5.8
5.6
5.7
5.4
5.8
5.6
5.1
5.9
5.5
5.6
5.9
5.3
5.3
5.8
5.6
5.7
5.8
5.2
5.6
5.9
3.4
102.6 51.3
5.9
5.8
6.2
5.6
5.1
6.2
5.4
5.4
5.9
5.5
5.7
5.9
-
5.4
5.3
5.8
5.3
5.3
5.9
5.8
5.9
5.8
5.8
5.9
5.8
5.8
5.9
3.8
1.8
102.6 51.30
5.7
5.5
5.2
5.3
5.8
5.6
5.7
5.4
5.7
5.5
5.2
5.8
5.8
5.6
5.7
5.4
5.2
5.8
5.1
5.4
5.9
5.6
5.4
5.7
5.4
5.5
5.9
4.0
102.5 51.3
5.6
-
5.7
5.4
5.7
5.5
5.2
5.3
5.8
5.6
5.7
5.4
5.8
5.6
5.1
5.9
5.5
5.6
5.9
5.3
5.3
5.8
5.6
5.7
5.8
5.2
5.6
5.9
3.4
102.6 51.3
Construction of Granular SUB-BASE by providing well graded material(I.e Stone aggregates of 9.5mm to
4.75mm size(Gravel) of 66% and sand of size less than 2.36mm 34%) having soaked CBR not less than 15%
and Plasticity Index
-
580.1
120.0
120.0
-67.8
120.0
120.0
120.0
532.2
120.0
120.0
-83.4
120.0
120.0
120.0
516.6
120.0
120.0
120.0
120.0
120.0
600.0
120.0
33.6
1.8
2.2
2.6
3.2
3.9
4.5
4.9
4.1
3.4
2.8
2.3
2.1
1.8
1.4
69.6
120.0
120.0
120.0
624.2
2.9
2.9
3.2
2.8
2.4
-
2.1
1.9
1.7
1.6
1.4
107.4
102.0
232.0
120.0
120.0
120.0
120.0
120.0
600.0
120.0
120.0
120.0
360.0
166.5664 111.04 55.52213
4045.1 115.2 76.8 38.4
153.6 102.4 51.2
Collection and supply of Gravel of size 9.5mm to 4.75mm 66% of quantity for over all loose thickness 64mm 66.816 44.544 22.272
compacted to 50mm from approved quarry and conveyed to the road side and stacked to dept.gauge for 46.848 31.232 15.616
pre measurements at site including cost and conveyance of all materials,labour charges,sienorage charges 184.5504 123.03 61.5168
"G" 166.784 111.19 55.59467
130.56 87.04 43.52
Collection and supply of sand of size less than 2.36mm 34% of quantity for over all loose thickness 64mm
compacted to 50mm from approved quarry and conveyed to the road side and stacked to dept.gauge for
pre measurements at site including cost and conveyance of all materials,labour charges,sienorage charges
"D"
5.7
5.5
6.1
5.6
5.8
6.3
5.7
5.9
6.2
2.9
37.1 18.600
5.7
5.9
6.2
5.7
-
5.7
6.6
2.7
25.7 12.8
5.7
5.5
5.9
5.5
5.8
5.6
5.8
5.9
5.7
34.2 17.2
5.6
5.7
5.8
5.7
5.5
5.9
5.9
5.8
5.6
34.2 17.3
5.3
5.9
5.6
5.7
5.8
5.6
5.6
5.9
5.9
34.2 17.1
5.7
5.5
5.9
5.6
5.8
5.8
5.7
5.9
5.5
34.2 17.2
-
5.2
4.4
3.5
5.3
4
14.9 7.5
5.7
5.5
5.9
5.5
5.8
5.6
5.8
5.9
5.7
34.2 17.2
5.6
5.7
5.8
5.7
5.5
5.9
5.9
5.8
5.6
34.2 17.3
5.3
5.9
5.6
5.7
5.8
5.6
5.6
5.9
5.9
34.2 17.1
5.7
5.9
5.6
5.7
5.7
5.9
5.4
5.9
-
5.7
34.3 17.2
5.1
5.4
5.3
10.5 5.3
5.6
5.7
5.8
5.7
5.5
5.9
5.9
5.8
5.6
34.2 17.3
5.3
5.9
5.6
5.7
5.8
5.6
5.6
5.9
5.9
34.2 17.1
5.6
5.7
5.8
5.7
5.5
5.9
5.9
5.8
5.6
34.2 17.3
5.3
5.9
5.6
5.7
5.8
5.6
-
5.6
5.9
5.9
34.2 17.1
5.6
5.7
5.8
5.7
5.5
5.9
5.9
5.8
5.6
34.2 17.3
5.3
5.9
5.6
5.7
5.8
5.6
5.6
5.9
5.9
34.2 17.1
5.7
5.9
5.6
5.7
5.7
5.9
5.4
5.9
5.7
34.3 17.2
5.7
5.9
5.6
5.7
5.7
5.9
5.4
5.9
5.7
34.3 17.20
-
5.7
5.9
5.6
5.7
5.7
5.9
5.4
5.9
5.7
34.3 17.2
5.7
5.5
5.9
5.5
5.8
5.1
5.8
5.4
5.1
3.8
3.6
4.5
41.1 20.600
5.6
5.7
5.8
5.7
5.5
5.9
5.9
5.8
5.6
34.2 17.3
5.3
5.9
5.6
5.7
5.8
5.6
5.6
5.9
5.9
34.2 17.1
5.7
-
5.9
5.6
5.7
5.7
5.9
5.4
5.9
5.7
34.3 17.2
5.7
5.5
6.1
5.6
5.8
6.3
5.7
5.9
6.2
2.9
37.1 18.600
5.7
5.9
6.2
5.7
5.7
6.6
6.1
1.8
29.1 14.600
5.6
5.7
5.8
5.7
5.5
5.9
5.9
5.8
5.6
34.2 17.3
5.3
5.9
5.6
5.7
5.8
-
5.6
5.6
5.9
5.9
34.2 17.1
5.7
5.5
5.9
5.6
5.8
5.8
5.7
5.9
5.5
34.2 17.2
5.7
5.9
5.6
5.7
5.7
5.9
5.4
5.9
5.7
34.3 17.2
5.7
5.5
5.9
5.5
5.8
5.6
5.8
5.9
5.7
34.2 17.2
5.6
5.7
5.8
5.7
5.5
5.9
5.9
5.8
5.6
-
34.2 17.3
5.3
5.9
5.6
5.7
5.8
5.6
5.6
5.9
5.9
34.2 17.1
5.7
5.9
5.6
5.7
5.7
5.9
5.4
5.9
5.7
34.3 17.2
Construction of Granular SUB-BASE by providing well graded material(I.e Stone aggregates of 9.5mm to
4.75mm size(Gravel) of 66% and sand of size less than 2.36mm 34%) having soaked CBR not less than 15%
and Plasticity Index
-
40.0
40.0
40.0
177.4
40.0
40.0
-27.8
40.0
40.0
40.0
172.2
40.0
40.0
40.0
40.0
40.0
200.0
40.0
11.2
0.6
0.7
0.9
1.1
1.3
1.5
1.6
1.4
1.1
0.9
0.8
0.7
0.6
0.5
23.2
40.0
40.0
40.0
208.1
1.0
1.0
1.1
0.9
0.8
0.7
0.6
0.6
0.5
0.5
-
35.8
34.0
77.4
40.0
40.0
40.0
40.0
40.0
200.0
40.0
40.0
40.0
120.0
1348.4
12.82
1.48
13.39
1.48
12.67
1.48
12.67
1.48
57.46
Cost and supply of 600mm dia NP3 class S/S pipes of each 2.5m length including conveyance to
30.00Rmt
1.60
1.67
1.58
1.58
6.44
-
0.46
0.46
0.46
0.46
1.84
30.00Rmt
1.60
1.67
1.58
1.58
6.44
10.35
-0.63
10.58
-0.63
11.25
-0.63
10.44
-0.63
40.09
-
0.66
0.66
0.66
1.98
-
Name of work
Date of Description of work
Measure- No L B D
ment
E.W
For columns 1X10 1.20 1.20 1.50
Sand filling
For columns 1X10 1.20 1.20 0.15
CC(1:4:8) levelling course
For columns 1X10 1.20 1.20 0.15
Premeasurement of grills
Footing mats
For Columns --8mm 10X2X9 1.75 ---- ----
For Column pedastal main bars--10mm 10X10 1.80 ---- ----
For Column pedastal stirrups--8mm 10X7 2.38 ---- ----
Column main bars-12mm 10X6 5.50 ---- ----
Column stirrups----8mm 10X27 0.80 ---- ----
VRCC(1:2:4) base concrete
For column bases 1X10 1.20 1.20 0.30
for column bases(Trapezoidal) 1X10 (1.2+.6)/2 (1.2+.6)/2 0.30
For column pedastals 1X10 0.60 0.60 0.60
For columns upto plinth level 1X10 0.23 0.23 0.60
CC(1:4:8) levelling course for R.R.Masonry
In between columns A/R 1X1 41.12 0.75 0.15
Deduct columns 1X10 0.23 0.23 0.15
R.R.Masonry in CM(1:8)
Alround 1X1 41.12 0.45 0.60
Deduct columns 1X10 0.23 0.23 0.60
Pre-Measurement of Grills for plinth beam
Measurements upto date
-
Front side main bars-12mm 1X4 15.76 ---- ----
Add for laps---12mm 1X4 0.6 ---- ----
Stirrups---8mm 1X103 0.94 ---- ----
Left side @ road side main bars----12mm 1X4 3.53 ---- ----
Stirrups---8mm 1X23 0.94 ---- ----
Right side @ road side main bars----12mm 1X4 3.53 ---- ----
Stirrups---8mm 1X23 0.94 ---- ----
Back side main bars-12mm 1X4 15.76 ---- ----
Add for laps---12mm 1X4 0.6 ---- ----
Stirrups---8mm 1X103 0.94 ---- ----
Left side @ Ushodaya building side main bars---
-12mm 1X4 1.73 ---- ----
Stirrups---8mm 1X11 0.94 ---- ----
Right side @ Ushodaya building side main bars-
---12mm 1X4 1.73 ---- ----
Stirrups---8mm 1X11 0.94 ---- ----
VRCC(1:2:4) for Plinth Beam
Alround 1X1 41.12 0.23 0.30
VRCC(1:2:4) for Columns
upto lintel level
For Columns 1X10 0.23 0.23 2.3
Brick work
Building portion alround 1X1 41.12 0.23 2.30
Deduct for front Door 1X1 1.95 0.23 2.30
Deduct for back Door 1X1 1.25 0.23 2.30
Deduct for columns 1X10 0.23 0.23 2.30
-
Name of the contractor
Agency by which executed
Deduct previous Since last
Contents Rs Ps Rs Ps measurements measurements
Page Quantity Quantity Value
21.60Cum Length
21.60Cum 40.2 1.00Cum 868.32
2.16Cum 4 3.5
2.16Cum 150.48 1.00Cum 325.04
2.16Cum
2.16Cum 1906.8 1.00Cum 4118.77
315.00m 0.395 124.425 38.05 1.00Kg 4734.37
180.00m 0.617 111.06 38.05 1.00Kg 4225.83
166.60m 0.395 65.807 38.05 1.00Kg 2503.96
330.00m 0.888 293.04 38.05 1.00Kg 11150.17
216.00m 0.395 85.32 38.05 1.00Kg 3246.43
4.32Cum
2.43Cum
2.16Cum
0.32Cum
9.23Cum 4080.7 1.00Cum 37664.68
4.63Cum
-0.08Cum
4.55Cum
11.10Cum
-0.32Cum
10.78Cum 1494.9 1.00Cum 16114.81
Measurements upto date Rate Total value to date
-
63.04m 0.888 55.97952 38.05 1.00Kg 2130.02
2.40m 0.888 2.1312 38.05 1.00Kg 81.09
96.82m 0.395 38.2439 38.05 1.00Kg 1455.18
14.12m 0.888 12.53856 38.05 1.00Kg 477.09
21.62m 0.395 8.5399 38.05 1.00Kg 324.94
14.12m 0.888 12.53856 38.05 1.00Kg 477.09
21.62m 0.395 8.5399 38.05 1.00Kg 324.94
63.04m 0.888 55.97952 38.05 1.00Kg 2130.02
2.40m 0.888 2.1312 38.05 1.00Kg 81.09
96.82m 0.395 38.2439 38.05 1.00Kg 1455.18
6.92m 0.888 6.14496 38.05 1.00Kg 233.82
10.34m 0.395 4.0843 38.05 1.00Kg 155.41
6.92m 0.888 6.14496 38.05 1.00Kg 233.82
10.34m 0.395 4.0843 38.05 1.00Kg 155.41
2.84Cum
2.84Cum 4068.7 1.00Cum 11555.05
1.22Cum
1.22Cum 4080.7 1.00Cum 4978.43
21.75Cum
-1.03Cum
-0.66Cum
-1.22Cum
18.84Cum
-
Centre line Building 27.8
7.54
0.13 1.82
Item Metal Sand EW Total
EW 759.6 759.6
CC(1:6:10) 204.93 98.37 303.3
Brick 118.22 118.22
5.06 164.6 832.88
16.42 1527.3 25078.27
766.91 29.12 22332.42
766.91 4.16 3190.35
17.51 125.3 2194
53627.92
-4109.97
-6167.21
-4500
-
Name of work
Date of Description of work
Measure- No L B D
ment
1 Collection and supply of Gravel of size 9.5mm to 4.75mm 66% of quantity for over all loose thickness 192mm
compacted to 150mm from approved quarry and conveyed to the road side and stacked to dept.gauge for
pre measurements at site including cost and conveyance of all materials,labour charges,sienorage charges
etc.complete
2 Collection and supply of Gravel of size less than 2.36mm 34% of quantity for over all loose thickness 192mm
compacted to 150mm from approved quarry and conveyed to the road side and stacked to dept.gauge for
pre measurements at site including cost and conveyance of all materials,labour charges,sienorage charges
etc.complete
102.4 0/0 to 0/2
51.2 RG 1X1 5.7 2 0.5
RG 1X1 5.5 2 0.5
RD 1X1 5.2 2 0.5
RG 1X1 5.3 2 0.5
RG 1X1 5.8 2 0.5
RD 1X1 5.6 2 0.5
RG 1X1 5.7 2 0.5
RG 1X1 5.4 2 0.5
RD 1X1 5.3 2 0.5
RG 1X1 5.6 2 0.5
RG 1X1 5.1 2 0.5
RD 1X1 5.8 2 0.5
RG 1X1 5.5 2 0.5
RG 1X1 5.6 2 0.5
RD 1X1 5.8 2 0.5
RG 1X1 5.5 2 0.5
RG 1X1 5.6 2 0.5
RD 1X1 5.8 2 0.5
RG 1X1 5.3 2 0.5
RG 1X1 5.4 2 0.5
RD 1X1 5.9 2 0.5
RG 1X1 5.2 2 0.5
RG 1X1 5.3 2 0.5
RD 1X1 6.1 2 0.5
RG 1X1 5.6 2 0.5
RG 1X1 5.7 2 0.5
RD 1X1 5.8 2 0.5
RG 1X1 3.7 2 0.5
99.74 0/2 to 0/4
49.87 RG 1X1 5.7 2 0.5
Measurements upto date
-
RG 1X1 5.4 2 0.5
RD 1X1 5.2 2 0.5
RG 1X1 5.6 2 0.5
RG 1X1 5.1 2 0.5
RD 1X1 5.3 2 0.5
RG 1X1 5.4 2 0.5
RG 1X1 5.9 2 0.5
RD 1X1 5.7 2 0.5
RG 1X1 5.5 2 0.5
RG 1X1 5.2 2 0.5
RD 1X1 5.4 2 0.5
RG 1X1 5.8 2 0.5
RG 1X1 5.6 2 0.5
RD 1X1 6 2 0.5
RG 1X1 5.4 2 0.5
RG 1X1 5.2 2 0.5
RD 1X1 5.9 2 0.5
RG 1X1 5.1 2 0.5
RG 1X1 5.8 2 0.5
RD 1X1 6.1 2 0.5
RG 1X1 5.6 2 0.5
RG 1X1 5.4 2 0.5
RD 1X1 5.8 2 0.5
RG 1X1 5.4 2 0.5
RG 1X1 5.5 2 0.5
RD 1X1 4.5 2 0.5
RG 1X1 1.2 2 0.5
0/4 to 0/6
RG 1X1 5.7 2 0.5
RG 1X1 5.5 2 0.5
RD 1X1 5.2 2 0.5
RG 1X1 5.3 2 0.5
RG 1X1 5.8 2 0.5
RD 1X1 5.6 2 0.5
RG 1X1 5.7 2 0.5
RG 1X1 5.4 2 0.5
RD 1X1 5.7 2 0.5
RG 1X1 5.5 2 0.5
RG 1X1 5.2 2 0.5
RD 1X1 5.8 2 0.5
RG 1X1 5.8 2 0.5
RG 1X1 5.6 2 0.5
RD 1X1 5.7 2 0.5
RG 1X1 5.4 2 0.5
RG 1X1 5.2 2 0.5
RD 1X1 5.8 2 0.5
RG 1X1 5.1 2 0.5
RG 1X1 5.4 2 0.5
RD 1X1 5.9 2 0.5
RG 1X1 5.6 2 0.5
-
RG 1X1 5.4 2 0.5
RD 1X1 5.7 2 0.5
RG 1X1 5.4 2 0.5
RG 1X1 5.5 2 0.5
RD 1X1 5.9 2 0.5
RG 1X1 4 2 0.5
97.28 0/6 to 0/8
48.64 RG 1X1 5.1 2 0.5
RG 1X1 5.3 2 0.5
RD 1X1 5.4 2 0.5
RG 1X1 5.2 2 0.5
RG 1X1 5.5 2 0.5
RD 1X1 5.2 2 0.5
RG 1X1 5.3 2 0.5
RG 1X1 5.8 2 0.5
RD 1X1 5.6 2 0.5
RG 1X1 5.7 2 0.5
RG 1X1 5.4 2 0.5
RD 1X1 5.1 2 0.5
RG 1X1 5.2 2 0.5
RG 1X1 5.1 2 0.5
RD 1X1 5.9 2 0.5
RG 1X1 5.5 2 0.5
RG 1X1 5.1 2 0.5
RD 1X1 5.9 2 0.5
RG 1X1 5.3 2 0.5
RG 1X1 5.3 2 0.5
RD 1X1 5.1 2 0.5
RG 1X1 5.6 2 0.5
RG 1X1 5.1 2 0.5
RD 1X1 5.2 2 0.5
RG 1X1 5.2 2 0.5
RG 1X1 5.2 2 0.5
RD 1X1 5.3 2 0.5
RG 1X1 1.4 2 0.5
0/8 to 1/0
RG 1X1 5.3 2 0.5
RG 1X1 5.2 2 0.5
RD 1X1 5.6 2 0.5
RG 1X1 5.7 2 0.5
RG 1X1 5.4 2 0.5
RD 1X1 5.2 2 0.5
RG 1X1 5.6 2 0.5
RG 1X1 5.1 2 0.5
RD 1X1 5.5 2 0.5
RG 1X1 5.4 2 0.5
RG 1X1 5.4 2 0.5
RD 1X1 5.9 2 0.5
-
RG 1X1 5.5 2 0.5
RG 1X1 5.6 2 0.5
RD 1X1 5.7 2 0.5
RG 1X1 5.4 2 0.5
RG 1X1 5.2 2 0.5
RD 1X1 5.8 2 0.5
RG 1X1 5.1 2 0.5
RG 1X1 5.3 2 0.5
RD 1X1 5.9 2 0.5
RG 1X1 5.5 2 0.5
RG 1X1 5.4 2 0.5
RD 1X1 5.8 2 0.5
RG 1X1 5.4 2 0.5
RG 1X1 5.5 2 0.5
RD 1X1 5.9 2 0.5
RG 1X1 5.5 2 0.5
92.16 1/0 to 1/1+80m
46.08 RG 1X1 5.7 2 0.5
RG 1X1 5.5 2 0.5
RD 1X1 5.8 2 0.5
RG 1X1 5.3 2 0.5
RG 1X1 5.8 2 0.5
RD 1X1 5.7 2 0.5
RG 1X1 5.7 2 0.5
RG 1X1 5.4 2 0.5
RD 1X1 5.3 2 0.5
RG 1X1 5.6 2 0.5
RG 1X1 5.1 2 0.5
RD 1X1 5.8 2 0.5
RG 1X1 5.5 2 0.5
RG 1X1 5.6 2 0.5
RD 1X1 5.8 2 0.5
RG 1X1 5.3 2 0.5
RG 1X1 5.4 2 0.5
RD 1X1 5.9 2 0.5
RG 1X1 5.2 2 0.5
RG 1X1 5.3 2 0.5
RD 1X1 6.1 2 0.5
RG 1X1 5.6 2 0.5
RG 1X1 5.7 2 0.5
RD 1X1 5.8 2 0.5
RG 1X1 4.6 2 0.5
2 Construction of Granular SUB-BASE by providing well graded material(I.e Stone aggregates of 9.5mm to
4.75mm size(Gravel) of 66% and gravel of size less than 2.36mm 34%) having soaked CBR not less than 15%
and Plasticity Index
-
0/0 to 0/2 1X1 200.00 4.00 0.150
0/2 to 0/4 1X1 200.00 4.00 0.150
Deduct slab culvert to be executed 1X1 5.20 4.00 0.150
0/4 to 0/6 1X1 200.00 4.00 0.150
0/6 to 0/8 1X1 200.00 4.00 0.150
Deduct paved dip 1X1 10.00 4.00 0.150
0/8 to 1/0 1X1 200.00 4.00 0.150
1/0 to 1/1+80m 1X1 180.00 4.00 0.150
Total
3 Collection and supply of Gravel of size 9.5mm to 4.75mm 66% of quantity for over all loose thickness 64mm
compacted to 50mm from approved quarry and conveyed to the road side and stacked to dept.gauge for
pre measurements at site including cost and conveyance of all materials,labour charges,sienorage charges
etc.complete
4 Collection and supply of sand of size less than 2.36mm 34% of quantity for over all loose thickness 64mm
compacted to 50mm from approved quarry and conveyed to the road side and stacked to dept.gauge for
pre measurements at site including cost and conveyance of all materials,labour charges,sienorage charges
etc.complete
34.13 0/0 to 0/2
17.07 RG 1X1 5.7 2 0.5
RG 1X1 5.5 2 0.5
RD 1X1 5.9 2 0.5
RG 1X1 5.6 2 0.5
RG 1X1 5.8 2 0.5
RD 1X1 5.8 2 0.5
RG 1X1 5.7 2 0.5
RG 1X1 5.9 2 0.5
RD 1X1 5.5 2 0.5
33.25 0/2 to 0/4
16.62 RG 1X1 5.7 2 0.5
RG 1X1 5.9 2 0.5
RD 1X1 5.6 2 0.5
RG 1X1 5.7 2 0.5
RG 1X1 5.7 2 0.5
RD 1X1 5.9 2 0.5
RG 1X1 5.4 2 0.5
RG 1X1 4.9 2 0.5
RD 1X1 5.2 2 0.5
0/4 to 0/6
RG 1X1 5.7 2 0.5
-
RG 1X1 5.5 2 0.5
RD 1X1 5.9 2 0.5
RG 1X1 5.5 2 0.5
RG 1X1 5.8 2 0.5
RD 1X1 5.6 2 0.5
RG 1X1 5.8 2 0.5
RG 1X1 5.9 2 0.5
RD 1X1 5.7 2 0.5
32.43 0/6 to 0/8
16.21 RG 1X1 5.6 2 0.5
RG 1X1 5.7 2 0.5
RD 1X1 5.8 2 0.5
RG 1X1 5.7 2 0.5
RG 1X1 5.5 2 0.5
RD 1X1 5.9 2 0.5
RG 1X1 5.9 2 0.5
RG 1X1 4.1 2 0.5
RD 1X1 4.6 2 0.5
34.13 0/8 to 1/0
17.07 RG 1X1 5.3 2 0.5
RG 1X1 5.9 2 0.5
RD 1X1 5.6 2 0.5
RG 1X1 5.7 2 0.5
RG 1X1 5.8 2 0.5
RD 1X1 5.6 2 0.5
RG 1X1 5.6 2 0.5
RG 1X1 5.9 2 0.5
RD 1X1 5.9 2 0.5
30.72 1/0 to 1/1+80m
15.36 RG 1X1 5.7 2 0.5
RG 1X1 5.5 2 0.5
RD 1X1 5.9 2 0.5
RG 1X1 5.6 2 0.5
RG 1X1 5.8 2 0.5
RD 1X1 5.8 2 0.5
RG 1X1 5.7 2 0.5
RG 1X1 2.5 2 0.5
RD 1X1 3.7 2 0.5
6 Construction of Granular SUB-BASE by providing well graded material(I.e Stone aggregates of 9.5mm to
4.75mm size(Gravel) of 66% and sand of size less than 2.36mm 34%) having soaked CBR not less than 15%
and Plasticity Index
-
0/0 to 0/2 1X1 200.00 4.00 0.050
0/2 to 0/4 1X1 200.00 4.00 0.050
Deduct slab culvert to be executed 1X1 5.20 4.00 0.050
0/4 to 0/6 1X1 200.00 4.00 0.050
0/6 to 0/8 1X1 200.00 4.00 0.050
Deduct paved dip 1X1 10.00 4.00 0.050
0/8 to 1/0 1X1 200.00 4.00 0.050
1/0 to 1/1+80m 1X1 180.00 4.00 0.050
Total
-
Name of the contractor
Agency by which executed
Deduct previous Since last
Contents Rs Ps Rs Ps measurements measurements
Page Quantity Quantity Value
Collection and supply of Gravel of size 9.5mm to 4.75mm 66% of quantity for over all loose thickness 192mm
compacted to 150mm from approved quarry and conveyed to the road side and stacked to dept.gauge for
pre measurements at site including cost and conveyance of all materials,labour charges,sienorage charges
"G"
GSB deductions
Collection and supply of Gravel of size less than 2.36mm 34% of quantity for over all loose thickness 192mm
compacted to 150mm from approved quarry and conveyed to the road side and stacked to dept.gauge for
pre measurements at site including cost and conveyance of all materials,labour charges,sienorage charges
"D"
5.7
5.5
5.2
5.3
5.8
5.6
5.7
5.4
5.3
5.6
5.1
5.8
5.5
5.6
5.8
5.5
5.6
5.8
5.3
5.4
5.9
5.2
5.3
6.1
5.6
5.7
5.8
3.7
102.50 51.3
5.7
Measurements upto date Rate Total value to date
-
5.4
5.2
5.6
5.1
5.3
5.4
5.9
5.7
5.5
5.2
5.4
5.8
5.6
6
5.4
5.2
5.9
5.1
5.8
6.1
5.6
5.4
5.8
5.4
5.5
4.5
1.2
99.80 49.9
5.7
5.5
5.2
5.3
5.8
5.6
5.7
5.4
5.7
5.5
5.2
5.8
5.8
5.6
5.7
5.4
5.2
5.8
5.1
5.4
5.9
5.6
-
5.4
5.7
5.4
5.5
5.9
4
102.50 51.3
5.1
5.3
5.4
5.2
5.5
5.2
5.3
5.8
5.6
5.7
5.4
5.1
5.2
5.1
5.9
5.5
5.1
5.9
5.3
5.3
5.1
5.6
5.1
5.2
5.2
5.2
5.3
1.4
97.30 48.7
5.3
5.2
5.6
5.7
5.4
5.2
5.6
5.1
5.5
5.4
5.4
5.9
-
5.5
5.6
5.7
5.4
5.2
5.8
5.1
5.3
5.9
5.5
5.4
5.8
5.4
5.5
5.9
5.5
102.50 51.3
5.7
5.5
5.8
5.3
5.8
5.7
5.7
5.4
5.3
5.6
5.1
5.8
5.5
5.6
5.8
5.3
5.4
5.9
5.2
5.3
6.1
5.6
5.7
5.8
4.6
92.30 46.2
Construction of Granular SUB-BASE by providing well graded material(I.e Stone aggregates of 9.5mm to
4.75mm size(Gravel) of 66% and gravel of size less than 2.36mm 34%) having soaked CBR not less than 15%
and Plasticity Index
-
120.00
120.00
-3.12
120.00
120.00
-6.00
120.00
590.88
108.00
108.00
698.88
Collection and supply of Gravel of size 9.5mm to 4.75mm 66% of quantity for over all loose thickness 64mm
compacted to 50mm from approved quarry and conveyed to the road side and stacked to dept.gauge for
pre measurements at site including cost and conveyance of all materials,labour charges,sienorage charges
"G"
Collection and supply of sand of size less than 2.36mm 34% of quantity for over all loose thickness 64mm
compacted to 50mm from approved quarry and conveyed to the road side and stacked to dept.gauge for
pre measurements at site including cost and conveyance of all materials,labour charges,sienorage charges
"D"
5.7
5.5
5.9
5.6
5.8
5.8
5.7
5.9
5.5
34.20 17.2
5.7
5.9
5.6
5.7
5.7
5.9
5.4
4.9
5.2
33.30 16.7
5.7
-
5.5
5.9
5.5
5.8
5.6
5.8
5.9
5.7
34.20 17.2
5.6
5.7
5.8
5.7
5.5
5.9
5.9
4.1
4.6
32.50 16.3
5.3
5.9
5.6
5.7
5.8
5.6
5.6
5.9
5.9
34.20 17.1
5.7
5.5
5.9
5.6
5.8
5.8
5.7
2.5
3.7
30.80 15.4
Construction of Granular SUB-BASE by providing well graded material(I.e Stone aggregates of 9.5mm to
4.75mm size(Gravel) of 66% and sand of size less than 2.36mm 34%) having soaked CBR not less than 15%
and Plasticity Index
-
40.00
40.00
-1.04
40.00
40.00
-2.00
40.00
196.96
36.00
36.00
232.96
-
Name of work
Date of Description of work
Measure- No L B D
ment
Pre-Measurements of Brick masonry
For stub wall above lintel alround 1X1 19.06 0.23 0.23
Pre-Measurements of RCC
For lintel alround 1X1 19.06 0.23 0.23
For sun shade alround 1X1 19.06 1.35 0.05
For T-beams in longitudinal direction 1X2 3.70 0.23 0.30
Beams alround 1X1 19.06 0.23 0.30
Roof slab 1X1 6.20 4.30 0.10
For columns 1X12 0.23 0.23 3.20
For footings(Rectangular) 1X12 0.75 0.75 0.20
For footings(Trapezoid) 1X12 (0.75+0.23)/2 (0.75+0.23)/2 0.20
Pre-Measurements of Cement concrete
For columns 1X12 0.90 0.90 0.30
E.W
For columns 1X6 1.20 1.20 1.50
Sand filling
For columns 1X6 1.20 1.20 0.15
CC(1:4:8) levelling course
For columns 1X6 1.20 1.20 0.15
Premeasurement of grills
Footing mats
For Columns --8mm 6X2X9 1.75 ---- ----
For Column pedastal main bars--10mm 6X10 1.20 ---- ----
For Column pedastal stirrups--8mm 6X7 2.38 ---- ----
Column main bars-16mm 6X4 6.10 ---- ----
Column main bars-12mm 6X2 6.10 ---- ----
Column stirrups----8mm 6X26 0.94 ---- ----
6.7.2006 VRCC(1:2:4) base concrete
For column bases 1X6 1.20 1.20 0.30
for column bases(Trapezoidal) 1X6 (1.2+.6)/2 (1.2+.6)/2 0.30
Measurements upto date
-
For column pedastals 1X6 0.60 0.60 1.20
For columns upto plinth level 1X6 0.23 0.30 0.30
R.R.Masonry in CM(1:8)
Alround 1X1 19.70 0.45 0.90
Deduct column pedastals 1X6 0.60 0.60 0.60
Deduct columns 1X6 0.23 0.30 0.30
Pre-Measurement of Grills for plinth beam
Front side main bars-12mm 1X4 4.3 ---- ----
Stirrups---8mm 1X42 0.94 ---- ----
Left side main bars----12mm 1X4 6.2 ---- ----
Stirrups---8mm 1X30 0.94 ---- ----
Back side main bars-12mm 1X4 4.3 ---- ----
Stirrups---8mm 1X42 0.94 ---- ----
Right side main bars----12mm 1X4 6.2 ---- ----
Stirrups---8mm 1X30 0.94 ---- ----
30.7.2006 VRCC(1:2:4) for Plinth Beam
Alround 1X1 20.08 0.23 0.30
VRCC(1:2:4) for Columns
upto lintel level
For Columns 1X6 0.23 0.3 2.1
Pre-Measurement of Grills for lintels&sun shades
Lintels
Front side main bars-12mm 1X4 4.3 ---- ----
Stirrups---8mm 1X42 0.94 ---- ----
Left side main bars----12mm 1X4 6.2 ---- ----
Stirrups---8mm 1X30 0.94 ---- ----
Back side main bars-12mm 1X4 4.3 ---- ----
Stirrups---8mm 1X42 0.94 ---- ----
Right side main bars----12mm 1X4 6.2 ---- ----
Stirrups---8mm 1X30 0.94 ---- ----
Sun shades
Varandah front side Main bars--8mm 1X29 1.21 ---- ----
Varandah front side Dist. bars--8mm 1X5 5.5 ---- ----
Left side Main bars--8mm 1X42 1.21 ---- ----
Left side Dist. bars--8mm 1X5 7.4 ---- ----
Back side Main bars--8mm 1X29 2.24 ---- ----
-
Back side Dist. bars--8mm 1X8 5.5 ---- ----
Left side Main bars--8mm 1X42 1.21 ---- ----
Left side Dist. bars--8mm 1X5 7.4 ---- ----
24.8.2006 VRCC(1:2:4) for Lintels
Alround 1X1 20.08 0.23 0.30
VRCC(1:2:4) for Sun shades
Alround 1X1 23.40 ---- ----
Back side inside projection 1X1 3.84 ---- ----
16mm dia 8mm
49.6 227.7
51.6 262.64
16.8 218.866667
39.6 29.4
157.6 26.8
18.9
784.306667
Premeasurement of grills for columns above lintel
Column main bars-16mm 12X4 1.05 ---- ----
Column main bars-12mm 12X2 1.05 ---- ----
Column stirrups---8mm 12X10 0.94 ---- ----
13.9.2006 VRCC(1:2:4) for Columns
above lintel level and upto slab level
For Columns in varandah 1X4 0.23 0.3 0.95
For Columns in room 1X8 0.23 0.3 0.5
18.9.2006 Brick work in CM(1:6)
above lintel level upto slab
Alround room 1X1 27.12 0.23 0.8
Deduct for columns 1X8 0.23 0.30 0.8
Deduct lintel two sides 1X2 7.66 0.23 0.30
Above lintel upto slab 1X1 13.20 0.23 0.95
Deduct for columns 1X4 0.23 0.30 0.95
-
Premeasurement of grills for beams&slab
Main bars for T Beams width wise----16mmdia 4X5 6.66 ---- ----
Add for laps----16 mm dia 4X5 0.8 ---- ----
Extra bars at top at ends---16mm dia 4X2 1 ---- ----
Stirrups-----8mm dia 4X46 1.24 ---- ----
Main bars for Beams length wise----16mmdia 2X5 7.96 ---- ----
Add for laps----16 mm dia 2X5 0.8 ---- ----
Extra bars at top at ends---16mm dia 2X2 1 ---- ----
Stirrups-----8mm dia 2X53 1.24 ---- ----
Slab main bars in room portion--8mm--4 inches
spacing 1X80 6.96 ---- ----
Slab Dist. bars in room portion--8mm--5 inches
spacing 1X59 8.26 ---- ----
Extra bars at top on front&rear sides---8mm 2X80 0.9 ---- ----
Extra support bars at top on front&rear sides---
8mm 2X2 8.26 ---- ----
Extra bars at top on left&right sides---8mm 2X59 0.9 ---- ----
Extra support bars at top on left&right sides---
8mm 2X2 6.96 ---- ----
Slab main bars in varandah portion--8mm--4
inches spacing 1X86 3.3 ---- ----
Slab Dist. bars in room portion--8mm--5 inches
spacing 1X27 8.26 ---- ----
Extra bars at top on front side---8mm 1X86 0.9 ---- ----
Extra support bars at top on front side---8mm 1X2 8.26 ---- ----
Extra bars at top on left&right sides---8mm 2X27 0.9 ---- ----
Extra support bars at top on left&right sides---
8mm 2X2 3.3 ---- ----
Corner Mats at columns 4X12 0.9 ---- ----
12.10.2006VRCC(1:2:4) for T beams
Lateral width wise 1X4 6.36 0.23 0.45
Longitudinal 1X2 7.66 0.23 0.45
VRCC(1:2:4) for roof slab
1X1 8.26 9.96 ----
Sand filling
Inside Room 1X1 7.2 5.9 0.15
Varandah 1X1 7.2 2.77 0.15
Flooring
Inside Room 1X1 7.2 5.9 ----
-
Varandah 1X1 7.2 2.77 ----
Plastering in CM(1:5)--20MM thick
Basement top portion alround 1X1 34.04 ---- 0.45
Plastering in CM(1:5)--12MM thick
Room inside
Alround room 1X1 26.2 ---- 3
Deduct for door 1X1 1.2 ---- 2.1
Deduct for windows 1X3 1.8 ---- 1.35
Deduct for lintels 1X2 7.2 ---- 0.15
Deduct for Columns 2X2 0.23 ---- 3
Deduct for Beams 1X2 7.2 ---- 0.45
Deduct for Beams 1X2 5.9 ---- 0.45
Room outside
Alround room 1X1 28.04 ---- 3
Deduct for door 1X1 1.2 ---- 2.1
Deduct for windows 1X3 1.8 ---- 1.35
Deduct for lintel two sides 1X2 7.66 ---- 0.15
Deduct for Columns 1X8 0.23 ---- 3
Deduct for Beams 1X2 7.66 ---- 0.45
Deduct for Beams 1X2 6.36 ---- 0.45
Varandah inside
Alround varandah above sun shade 1X1 12.74 ---- 0.6
Deduct for columns 1X2 0.23 ---- 0.6
Varandah outside
Alround varandah above sun shade 1X1 13.66 ---- 0.6
Deduct for columns 1X6 0.23 ---- 0.6
Door size 1.2X2.10m 1X1 1 ---- ----
Window size 1.80X1.35m 1X1 3 ---- ----
White cement painting
Room inside
Alround room 1X1 26.2 ---- 3
Deduct for door 1X1 1.2 ---- 2.1
Deduct for windows 1X3 1.8 ---- 1.35
Alround varandah above sun shade 1X1 12.74 ---- 0.9
Room portion front side 1X1 7.66 ---- 3
Deduct for door 1X1 1.2 ---- 2.1
Deduct for window 1X1 1.8 ---- 1.35
slab portion in room 1X1 7.2 5.9 ----
slab portion in varandah 1X1 7.2 2.77 ----
Snowcem painting
-
Basement top portion alround 1X1 34.04 ---- 0.45
Room outside
Alround room three sides 1X1 20.38 ---- 3
Deduct for windows 1X2 1.8 ---- 1.35
Varandah outside
Alround varandah above sun shade 1X1 13.66 ---- 0.9
Columns 1X4 0.92 ---- 2.1
Back side sun shades 1X2 2.10 ---- 1.20
Varandah portion 1X1 14.40 ---- 1.20
Synthetic enamil painting
Doors 1X21/4 1.20 ---- 2.10
Windows 3X23/4 1.80 ---- 1.35
-
Name of the contractor
Agency by which executed
Deduct previous Since last
Contents Rs Ps Rs Ps measurements measurements
Page Quantity Quantity Value
1.01Cum
1.01Cum 133.2 1.00Cum 134.53
1.01Cum
1.29Cum
0.51Cum
1.32Cum
2.67Cum
2.03Cum
1.35Cum
0.58Cum
10.76Cum 1150.8 1.00Cum 12382.61
2.92Cum 195.60 1.00Cum 571.15
12.96Cum Length
12.96Cum 40.2 1.00Cum 520.99
1.30Cum 4 3.5
1.30Cum 150.48 1.00Cum 195.62
1.30Cum
1.30Cum 1906.8 1.00Cum 2478.89
189.00m 0.395 74.655 38.05 1.00Kg 2840.62
72.00m 0.617 44.424 38.05 1.00Kg 1690.33
99.96m 0.395 39.4842 38.05 1.00Kg 1502.37
146.40m 1.578 231.0192 38.05 1.00Kg 8790.28
73.20m 0.888 65.0016 38.05 1.00Kg 2473.31
146.64m 0.395 57.9228 38.05 1.00Kg 2203.96
2.59Cum
1.46Cum
Measurements upto date Rate Total value to date
-
2.59Cum
0.12Cum
6.76Cum 4080.7 1.00Cum 27585.4
7.98Cum
-1.30Cum
-0.12Cum
6.56Cum 1494.9 1.00Cum 9806.41
17.20m 0.888 15.2736 38.05 1.00Kg 581.16
39.48m 0.395 15.5946 38.05 1.00Kg 593.37
24.80m 0.888 22.0224 38.05 1.00Kg 837.95
28.20m 0.395 11.139 38.05 1.00Kg 423.84
17.20m 0.888 15.2736 38.05 1.00Kg 581.16
39.48m 0.395 15.5946 38.05 1.00Kg 593.37
24.80m 0.888 22.0224 38.05 1.00Kg 837.95
28.20m 0.395 11.139 38.05 1.00Kg 423.84
1.39Cum
1.39Cum 4068.7 1.00Cum 5655.47
0.87Cum
0.87Cum 4080.7 1.00Cum 3550.19
17.20m 0.888 15.2736 38.05 1.00Kg 581.16
39.48m 0.395 15.5946 38.05 1.00Kg 593.37
24.80m 0.888 22.0224 38.05 1.00Kg 837.95
28.20m 0.395 11.139 38.05 1.00Kg 423.84
17.20m 0.888 15.2736 38.05 1.00Kg 581.16
39.48m 0.395 15.5946 38.05 1.00Kg 593.37
24.80m 0.888 22.0224 38.05 1.00Kg 837.95
28.20m 0.395 11.139 38.05 1.00Kg 423.84
35.09m
27.50m
50.82m
37.00m
64.96m
-
44.00m
50.82m
37.00m
347.19m 0.395 137.14005 38.05 1.00Kg 5218.18
1.39Cum
1.39Cum 4068.68 1.00Cum 5655.47
23.40Rmt
3.84Rmt
27.24Rmt 184.60 1.00Rmt 5028.5
50.40m
25.20m
282.00m
0.26Cum
0.28Cum
0.54Cum
4.99Cum
-0.44Cum
-1.06Cum
2.88Cum
-0.26Cum
6.11m 1527.3
-
133.20m 1.578 210.19 33.28
16.00m 1.578 25.25 33.28
8.00m 1.578 12.62 33.28
228.16m 0.395 90.12 33.28
79.60m
8.00m
4.00m
131.44m
556.80m 0.395 219.94 33.28
487.34m 0.395 192.5 33.28
144.00m 0.395 56.88 33.28
33.04m 0.395 13.05 33.28
106.20m 0.395 41.95 33.28
27.84m 0.395 11 33.28
283.80m 0.395 112.1 33.28
223.02m 0.395 88.09 33.28
77.40m 0.395 30.57 33.28
16.52m 0.395 6.53 33.28
48.60m 0.395 19.2 33.28
13.20m 0.395 5.21 33.28
43.20m 0.395 17.06 33.28
2.63Cum
1.59Cum
4.22Cum 3313
82.27Sqm
82.27Sqm 3876.8
6.37Cum
2.99Cum
9.36Cum
42.48Sqm
-
19.94Sqm
62.42Sqm
15.32Sqm
15.32Sqm 164.6
78.60Sqm 1851.5
-2.52Sqm
-7.29Sqm
-2.16Sqm
-2.76Sqm
-12.96Sqm
-10.62Sqm
84.12Sqm 1161.5
-2.52Sqm
-7.29Sqm
-2.30Sqm
-5.52Sqm
-13.79Sqm
-11.45Sqm
7.64Sqm 1527.3
-0.28Sqm
8.20Sqm
-0.83Sqm
96.27Sqm
1No
3Nos
78.60Sqm
-2.52Sqm
-7.29Sqm
11.47Sqm
22.98Sqm
-2.52Sqm
-2.43Sqm
42.48Sqm
19.94Sqm
160.71Sqm
-
15.32Sqm
61.14Sqm
-4.86Sqm
12.29Sqm
7.73Sqm
5.04Sqm
17.28Sqm
113.94Sqm 528.4
5.67Sqm
20.05Sqm
25.72Sqm 648.9
-
Centre line Building 27.8
7.54
0.13 1.82
Item Metal Sand EW Total
EW 759.6 759.6
CC(1:6:10) 204.93 98.37 303.3
Brick 118.22 118.22
5.06 164.6 832.88
16.42 1527.3 25078.27
766.91 29.12 22332.42
766.91 4.16 3190.35
17.51 125.3 2194
53627.92
-
-4109.97
-6167.21
-4500
-
Name of work
Date of Description of work
Measure- No L B D Contents
ment
1 Collection and supply of Gravel of size 9.5mm to 4.75mm 66% of quantity for over all loose thickness 192mm
compacted to 150mm from approved quarry and conveyed to the road side and stacked to dept.gauge for
pre measurements at site including cost and conveyance of all m
