Estimate 8
Estimate 8
Estimate 8
DETAILED ESTIMATE
Sl.
Description No. Length Width Depth Quantity Unit Rate
No
Reconstraction reach
0.000 to 0.800 0.800 Km
14.100 to 17.700 3.600 Km
4.400 Km
Rigid Pavement
0.800 to 1.200 0.400 Km
14.000 to 14.100 0.100 Km
0.500 Km
Embakment
0.400 to 0.600 0.200
0.200 Km
Crash Barrier
16.600 to 16.800 0.200
Reconstruction reach
Embakment
1 2 4900.00 9800.00
Deduct 40% of existing drian -3920.00
5880.00 Rmtr 52.50
i) 90 cm equilateral triangle
10
10.00 Each 4370.00
iii) 60 cm circular
8
8.00 Each 4010.00
v) 60 cm x 45 cm rectangular
8
8.00 Each 3930.00
C.C.Drain
From To Length in Km
0.800 to 1.200 0.400 Km
Total 0.400 Km
2640.90 Sqm
Rigid Pavement
Total Rs.
Add 3.00% for contingences
Add 1.00% for Q.C.
Add 1.00% for Q.C.
Add 0.50% for W.C.E.
Amount
39478.00
258864.00
58310.00
5820775.00
7392000.00
1155792.00
191730.00
6100314.00
3816311.00
48400.00
380573.00
308700.00
43700.00
32080.00
31440.00
32040.00
19000.00
3640.00
8980.00
11115.00
1168000.00
26554.00
404960.16
2649562.00
847752.00
64080.00
1159940.00
2366460.00
34440550.16 30467558.00
1033217.00
344406.00
344406.00
172203.00
36334782.16
3665217.84
40000000.00
Executive Engineer,
N.H.Division,
Mangalore.