Making of Basketball court on the ground of Dakhney school kanhan under the CSR head under Kamptee Sub Area.

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 50m. All kinds of soil.

Construction of granualar sub base by providing well graded material like natural sand crushed gravel or crushed stone having CBR> 30 spreading in uniform layers with motor gradear on prepared surface,mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibrotary rollerres of 80 to 100 KNstatic weight to achieved the desired density complete as per clouse 401 of specification. A plant Mix method for grading 1 Material

Construction of granualar sub base by providing well graded material like natural sand crushed gravel or crushed stone having CBR> 30 spreading in uniform layers with motor gradear on prepared surface ,mixing by mix in place method with rotavator or plant mix method at OMC, and compacting with vibrotary rollerres of 80 to 100 KN static weight to achieved the desired density complete as per clouse 401 of specification. A plant Mix method for grading ll Material

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

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level. 1:3:6 (1 Cement: 3 coarse sand (zone-I) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources).

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

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 coarse sand (zone-lI) derived from natural sources: 4 graded stone aggregate 40mm nominal size derived from natural sources)

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-lI) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources)

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

Providing and fixing in position 12mm thick bitumen impregnated fiber board conforming to IS: 1838, including cost of primer, sealing compound Grade-A in expansion joints.