Construction of lining wall on both sides T.N.Pora B/o Mav Khull near the land of Haji Gull Mohd Khanday and others.

Amount

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil

Centering and shuttering including strutting, propping etc. and removal of form work

Providing and laying in Position specified grade of cement concrete including curing but excluding the cost of centering and shuttering . All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size).

Providing and laying in Position specified grade of cement concrete including curing but excluding the cost of centering and shuttering . All work upto plinth level with 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Providing and laying in Position specified grade of cement concrete including curing but excluding the cost of centering and shuttering . All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size).

Disposal of available excavated material from raoad site to dumping site for an average of 05 Kms by MT and 280 mtrs by head load

a. Dumping stones excluding cost of stones in horizontal on level.

b. Supply of Stone boulder Nallah Nominal size 225 mm (stack measurements reduced by 15 %)

Carriage of different material from source to actual site of work a) Aggregate for an avg. lead 10km by MT and 280 mts by Head load.

b) Sand an average lead 10 kms by MT and 280 mts H.l

c) Cement for an avg. lead 05 kms by M.Tand 280 mts H.L.

d) Stones for an avg. lead 08 kms by M.T and 280 mtsH/L.

RASHID WANI

AB Salam Bhat

ZUBAIR RASHEED

ALTAF AHMAD GANIE

ASHIQ HUSSAIN RAH

AAQIB BASHIR