construction of Boundary wall at UPS Wanjal

Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed 1 meter from cutting edge all kind of soil

P/L of stone soling hand packed complete inclusive of all leads lifts loading unloading cost of carriage of materials form approv ed nearest source to site of work complete

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 40 mm nominal size)

Centering and shuttering including Strutting, Propping etc and removal of form work for foundation footing basis of columns

Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: cement mortar 1:6 (1 cment : 6coarse sand) including extra for brick work in superstructure above plinth level upto floor V-Lavel

P/L 50mm thick Cement concrete coping with cement conc. 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone agg. 20mm nominal size

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all carraiges etc complete job.

carriage of sand/aggrigate by MT 8 km and HL 150 m

brick form Sringar MT 160 km and HL 150 m

provision for sign board and Photograps as per directions of Engineer incharge etc complete job.