Construction of Field Channels at various Work Sites in different villages spread over in Kupwara District --Border and Hilly Karewas--.The details of individual works are appended with this E-NIT as Annexure-A. or can be had from the office of the u

Earth Works: - Earth works in excavation by manual means in trenches for foundations, drains (not exceeding 1.5m in width) and the like component not exceeding 10Sqm on plain, depth upto 1.50 mts. including disposal of excavated earth upto 1 mts. from cutting edge, dsposed earth to be levelled and neatly dressed

Stone Soling: - P/L Stone Soling dry hand packed tightly in the foundation, incl. ramming & watering.

Cement Concrete M-10 Gd. (Bed) P/L cement conc. M-10 Gd. in 1:3:6 over soling layer with 40 mm nominal size of agg. (Using coarse/ Fine Sand).

Form Work: - Centering and shuttering of walls in foundation, footings, bases & irrigation channel on either side, etc; for mass concrete.

Cement Concrete in M-10 Gd.-Cost-In-Situ (Sides) : - Providing and laying in position (20%) plum conc. M-10 Gd. in 1:3:6 of specified grade excl. cost of shuttering all works upto plinth level with 40 mm nominal size of

Cement Plaster:- P/A 12 mm cement plaster using fine sand of 1:4 mix:

Steel Reinforcement:- Providing and Laying in position Steel Reinforcement for Tractor Crosing, Flue etc, RCC Slab incluing cutting, binding all complete

Cement

Aggregate

Stone/ Solling

B. By Manual Labour

Cement

Aggregate

Stone/ Solling

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