Making shed for Electrical equipment for submersible pump at bore hole no. 4 of sarpi unit under Shyamsundarpur colliery.

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

Filling available excavated earth (excluding rock) in trenches plinth sides of foundations etc in layers not exceeding 20cm in depth, consolidating ench deposted layer by ramming and 1 watering, lead up to 50 m and for all lin

Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming, consolidating and dressing complete.

P/LP.C.C. excluding the cost of centering and shuttering-All work up to plinth level - 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses filets, columns, pillars, piers, abutments, posts and struts etc above plinth level up to floor five level, excluding cost of centering2 shuttering, finishing and reinforcement 11.53 (1 cement 1.5 coarse sand zone-III) derived from natural sources 3 praded stone aggregate 20 mm nominal size derived from natural sources)

Centering and shuttering including strutting, propping etc and removal of form work for Columns, piers, abutments, pillars, posts and struts

Brick work with common burnt clay F.P.S. bricks of class designation 7.5 in foundation and plinth in- Cement mortar 1:6 (1 cement: 6 coarse sand)

Brick work with common burnt clay F.P.S. bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in Cement mortar 1:6 (1 cement: 6 coarse sand)

Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size).

Centering and shuttering including strutting, propping etc. and removal of form for: Lintels, beams, plinth beams, girders, bressumers and cantilevers