Construction of Jal Bhandaran Structure at Murattan Nalla

Amount

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 mtrs in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the ecavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m all kinds of soil.

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

For walls (any thickness) including attached pilaster, butteresses, plinth and string courses etc.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level: 1:2:4 (1 cement: 2 course sand: 4 graded stone aggregate 20 mm nominal size)

Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, plain window sills, fillets, sunken floor etc, up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

LABH CHAND

MURARI LAL

DALEEP KUMAR

SOM DUTT