Construction of R.I. Office cum Residence building at Talabasta under Damapada Tahasil in the District of Cuttack_BUILDING

Earthwork in excavation in foundation in hard soil with initial lead and lift including rough dressing and levelling the bed and depositing the excavated earth at places away from work site including cost, conveyance, royalty and taxes of all materials, labour, T & P and dewatering if required for the work etc. complete and as per specification and direction of the Engineer -in-charge.

Providing & filling manualy with aproved quality of sand in layers not exceeding 150mm thick including watering ramming to proper density with cost,conveyance, royality, taxes of all materials and cost of all labour & T & P as required for the item of work including cess etc complete as per specification & direction of Engineer-in-charge.

Providing Cement Concrete (1:4:8) with 40mm size clean crusher broken granite metal of approved quality from approved quarry including hoisting lowering & levelling in position ramming using vibrator to proper slope and levelling with cost conveyance taxes royality, labour of all materials and including hire & running charges of machineries T&P required for the work including supplying & cess as per the specifiction and direction of Engineer-in- charge (Crusher Broken )

Fly ash brick masonary in cement mortar (1:6) in foundation & plinth & basements & ornamental flower bed plinth moulding & similar such types of works with all necessary projections using fly ash bricks of 10" size having a crushing strength of not less than 75 kg/cm2 including splays cutting circular moulding chamfering & cobelling watering & curing after immersing the bricks in water for six hours before use etc. complete including cost & conveyance of all materials & labour required for the work with all taxes & royalties etc. with all T&P complete in all respect as per specification & direction of the Engineer-in-charge the Engineer-in-charge.I ) Foundation & plinth

Fly ash brick masonary in cement mortar (1:6) in foundation & plinth & basements & ornamental flower bed plinth moulding & similar such types of works with all necessary projections using fly ash bricks of 10" size having a crushing strength of not less than 75 kg/cm2 including splays cutting circular moulding chamfering & cobelling watering & curing after immersing the bricks in water for six hours before use etc. complete including cost & conveyance of all materials & labour required for the work with all taxes & royalties etc. with all T&P complete in all respect as per specification & direction of the Engineer-in-charge the Engineer-in-charge.II ) In Superstructure

Fly ash brick masonary in cement mortar (1:6) in foundation & plinth & basements & ornamental flower bed plinth moulding & similar such types of works with all necessary projections using fly ash bricks of 10" size having a crushing strength of not less than 75 kg/cm2 including splays cutting circular moulding chamfering & cobelling watering & curing after immersing the bricks in water for six hours before use etc. complete including cost & conveyance of all materials & labour required for the work with all taxes & royalties etc. with all T&P complete in all respect as per specification & direction of the Engineer-in-charge the Engineer-in-charge.(II ) In Superstructure (a )GROUND FLOOR

Fly ash brick masonary in cement mortar (1:6) in foundation & plinth & basements & ornamental flower bed plinth moulding & similar such types of works with all necessary projections using fly ash bricks of 10" size having a crushing strength of not less than 75 kg/cm2 including splays cutting circular moulding chamfering & cobelling watering & curing after immersing the bricks in water for six hours before use etc. complete including cost & conveyance of all materials & labour required for the work with all taxes & royalties etc. with all T&P complete in all respect as per specification & direction of the Engineer-in-charge the Engineer-in-charge.II ) In Superstructure (b )FIRST FLOOR

Fly ash brick masonary in cement mortar (1:6) in foundation & plinth & basements & ornamental flower bed plinth moulding & similar such types of works with all necessary projections using fly ash bricks of 10" size having a crushing strength of not less than 75 kg/cm2 including splays cutting circular moulding chamfering & cobelling watering & curing after immersing the bricks in water for six hours before use etc. complete including cost & conveyance of all materials & labour required for the work with all taxes & royalties etc. with all T&P complete in all respect as per specification & direction of the Engineer-in-charge the Engineer-in-charge. (II ) In Superstructure (c )SECOND FLOOR

Flyash brick masonary in cement mortar (1:4) in superstructure using flyash bricks of 10" size having a crushing strenght of not less than 75 kg/cm2 including splays cutting circular moulding chamfering & cobelling watering & curing after immersing the bricks in water for six hours before use etc. complete including cost & conveyance of all materials & labour required for the work with all taxes & royalties etc. with all T&P complete in all respect as per specification & direction of the Engineer-in-charge.(a )GROUND FLOOR

Providing Reinforced cement concrete M25 Grade with 20mm & downgrade size clean crusher broken granite chips aggregate of approved quality from approved quarry including hoisting, lowering & levelling in position to required level in each layer not exceeding 15cm thick including frame work where necessary ramming using vibrator to proper slope and levelling curing dewatering if necessary with cost, conveyance taxes royalty labour of all materials and including hire and running charges of machinaries T&P required for the work including supplying and working of pumps and cess as per the specification and direction of Engineer-in-charge. (I ) Column Base