construction of ramp for washing and maintenance of vehicles at unit MT section 11th bn TSR

Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil.

Supplying and filling in plinth, under floor, foundation etc., with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level: (i) 1:2:4 (1 cement: 2 fine sand: 4 graded well burnt brick aggregate 20mm nominal size).

First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:4 (1 cement: 4 fine sand)

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift upto 1.5m – All kinds of soil.

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement- (i) 1:1½ :3 (1 cement : 1 ½ find sand: 3 graded stone aggregate 20mm nominal size).

Centring shuttering including stuttings, propping etc. and removal of form work for : (i) Foundation, foothings, bases for columns etc. for mass concrete with timber plank

12mm cement plaster of mix in/c. neat cement punning (i) Cement mortar 1:4 (1 cement : 4 fine sand)

Providing and laying different dia rigid UPVC pipes of working pressure 4 kg/ cm2 complete with necessary coupler and solvent cement as per CPWD specification & direction of Engineering-in-Charge. (i) 200mm dia.