Construction work of Multipurpose Hall, Toilet Block and Drinking Water Facility at Govt. High School Khiwai in District Meerut

Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out construction of shoring & bracing ,removal of stumps and other deleterious materials and disposal upto a lead of 50m,dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Excavating, supplying, stacking and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in foundation trenches, plinth, sides of foundation etc. complete for all lift

Sand filling in plinth including supply of necessary quantity of sand from a distance not excluding 8km from the site of work and including watering dressing etc. rate to include cost of all materials, labour and T&P etc.required for proper completion of the work.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) ,including cost of form- work,in foundation and floors.

Preconstruction Antitermite treatment of soil under floors using chemical emulsion

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) [FOR FOUNDATION] M-20.

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 above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). [FOR PLINTH BEAM] M-20.

As in item no. 6 above but for Column (Using M20 Mix concrete). (UP TO PLINTH LAVEL)

As in item no. 6 above but for Column (Using M20 Mix concrete). (ABOVE PLINTH LAVEL)

As in item no. 6 above but for Lintels (Using M20 Mix concrete).