Construction of Irrigation Canal from land of Farooq Ahmad Khanday to H/O Ghulam Ahmad Hurra and others at Dadi Nowbugh at Ganderbal

Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 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:

Providing and Laying of stone soling hand packed in horizontal on level including cost of stones.

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge:1:3:6 or richer mix (i/c equivalent design mix)

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

Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 50 mm thick with 20mm nominal size stone aggregate.

Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.

12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand)

Carriage of different materials by Mechanical Transport including loading ,unloading and stacking from different sources upto site of work.

Sand for an average lead of 10 km.

40mm stone aggregate for an average lead of 10 km.

20mm stone aggregate for an average lead of 10 km.

Stones/Stone Soling from for an average lead of 10 Km.