Construction of Boundary Wall and Approach Road for R.W Sub-division Office Building Baramba for the year 2025-26 in the District of Cuttack .

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.

Supplying,filling in foundation & plinth with sand in layers not exceeding 23 cum (9") thick including watering & ramming with the cost,conveyance,royalty,taxes of all materials,labour,T&P required for the work etc. complete as per specification & direction of the Engineer-in-charge.

Cement concrete of proportion (1:3:6) in foundation & floors using 4 cm (3/2") size clean hard black broken granite stone metal of approved quality & from approved quarry including hoisting,lowering & laying concrete in layers not exceeding 15 cm (6") thick to the required level ramming watering & curring etc. complete including cost & conveyance of all materials with alltaxes & royalties & all labour wuth T&P required for the work etc. complete including dewatering if required as per specification & direction of the Engineer-in-charge.

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 9"/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.

Flyash brick masonary in cement mortar (1:6) in superstructure using flyash bricks of 9"/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.

Providing Reinforced cement concrete M20 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.

Column base & footing, Plinth beam

Column and Beam

Straighting bent up or coiled rods cutting,bending,cranking,hooking,welding or jointing(if required) the M.S. rods or tor steel & binding wires & tying the grills hoisting,lowering & placing in proper position as required for RCC works with cost,conveyance & taxes of MS rods or tor steel & binding wires of 18 to 20 gauge & labour withy all T&P required for the work etc. complete in all respect as per specification & direction of the Engineer-in-charge. (Weight of binding wires will not be considered for payment & payment will be made on weight of M.S. rods or tor steel only).

12 mm (1/2") thick cement plaster (1:6) finished smooth to outside brick walls after raking out the joint including watering & curing with cost & conveyance of all materials & labour with T&P required for the work with all taxes & royalties etc. complete in all respect as per specification & direction of the Engineer-in-charge.