Construction of Crematorium in self located cluster village kanakpur,Gp karlakote

Earth work in excavation of foundation in hard soil or gravelly soil except sheet rock requring blasting to proper profile with all leads, lifts and delifts to proper section and profile including dressing and levelling the bed upto required depth and making it fit for laying concrete and depositing the excavated materials away from the work site with all leads and lifts including dewatering if necessary from foundation complete as directed by Engineer-in-Charge

Filling in foundation and linth with sand watered and rammed including cost, conveyance and royalty of materials with labour and T&P required for the work as directed by Engineer-in-Charge

Cement concrete of proportion (1:3:6) with 40mm size crusher broken H.G. metal for foundation concrete aproved quality from approved quarry including hoisting, lowering and laying concrete to the required level ramming, watering, curing etc complete including cost, conveyance and royalty of materials with all labour charges as directed by Engineer-in-charge

Cement concrete of proportion (1:2:4) with 12mm size crusher broken CBHG Chips for R.C.C Work aproved quality from approved quarry including hoisting, lowering and laying concrete to the required level ramming, watering, curing etc complete including cost, conveyance and royalty of materials with all labour charges as directed by Engineer-in-charge

Brick work with fly ash bricks in cement motar (1:6) in foundation and plinth of size (23cmx11cmx8cm) having crushing strength not less than 75 kg/sqcm with dimension tolerance +/- 8% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, convetance & royalrty of materials with labour charges etc complete in all respect as directed by the Engineer-in-Charge.

Brick work with fly ash bricks in cement motar (1:6) in superstructure of size (23cmx11cmx8cm) having crushing strength not less than 75 kg/sqcm with dimension tolerance +/- 8% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, convetance & royalty of materials and scaffolding and staging as required with labour charges etc complete in all respect as directed by the Engineer-in-Charge.

Brick work with fly ash bricks in cement motar (1:4) in superstructure of size (23cmx11cmx8cm) having crushing strength not less than 75 kg/sqcm with dimension tolerance +/- 8% including splays cutting circular moulding chamfering and corbelling and similar such type of works with all necessary projections watering and curing after immersing the bricks in water at least for six hours before use including cost, convetance & royalty of materials and scaffolding and staging as required with labour charges etc complete in all respect as directed by the Engineer-in-Charge.

Column base footing

Plinth beam