Earth work in excavation over areas (exceeding30 cm and upto 1.5mtr width and 1.5mtr in epth as well as 10 sqm on plan)inclusive disposal of excavated earth upto 50 mtr lead and 1.5 mtr lift disposed earth to be levelled and neatly dressed in A.K.O.S
9500
Cum
2
2
Earth work in excavation over areas (exceeding30 cm and upto 1.5mtr width and 1.5mtr in epth as well as 10 sqm on plan)inclusive disposal of excavated earth upto 50 mtr lead and 1.5 mtr lift disposed earth to be levelled and neatly dressed in A.K.O.S 80% by mechanical excavator
1021.8
Cum
3
3
Earth work in excavation over areas (exceeding30 cm and upto 1.5mtr width and 1.5mtr in epth as well as 10 sqm on plan)inclusive disposal of excavated earth upto 50 mtr lead and 1.5 mtr lift disposed earth to be levelled and neatly dressed in A.K.O.S 20 % by manual means
255.45
Cum
4
4
Hand packed stone filling in K- Crate excluding the cost of K.Crates and stones
2956.5
Cum
5
5
Boulder Filling
819.3
Cum
6
6
Dry stone pitching excluding cost of stones
473
Cum
7
7
Dry stone pitching top horizontal surface
213.75
Cum
8
8
Supply of Nallah stones
3665.53
Cum
9
9
Earth work in excavation by Mechanical means (Hydraulic Excavator) over areas (exceeding30 cm and upto 1.5mtr width and 1.5mtr in epth as well as 10 sqm on plan)inclusive disposal of excavated earth upto 50 mtr lead and 1.5 mtr lift disposed earth to be levelled and neatly dressed in A.K.O.S (Channel cutting)
527.8
Cum
10
10
Carriage of Nallah stones for avg 400 M by head load
3665.53
Cum
11
11
Carriage of earth upto 1 Km radius by MT
7600
Cum
12
12
Carriage of K-Crates avg 400m by head load and AVG 10Km by M.T
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