Upgradation Of Health Infrastructure building at PHC Jagannath Prasad under AMA HOSPITAL INITITIATIVES under AMA Hospital

Earth work in excavation of foundation trenches in all type of soil including dressing of sides and levelling the bed up to the required depth and depositing the excavated materials away from the work site within 50m initial lead & 1.5m initial lifts with sundries & T&P required for the work complete including cost of all labour,labour cess,T&P,sundries etc. as directed by the Engineer in charge.

Supplying & filling of foundation with course sand well watered and rammed including cost, cost of all labour, carriage, royalty complete in all respect as per specification and direction of the Engineer-in-Charge.

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

Providing Plain Cement Concrete of proportion (1:2:4) using 12 mm (1/2") size clean hard black crusher broken granite chips of approved quality and from approved quarry including hoisting lowering and laying concrete in layers not exceeding 15cm (6") thick to the required level ramming, watering & Curing etc. complete including cost & conveyance of all materials with all taxes & royalties and all labour with T&P required for the work with cess etc, with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount and including hire & running charges of machineries T&P required for the work including supplying & working of pumps and cess as per the specifiction and direction of Engineer-in- charge

Fly ash brick masonary in Cement Mortar (1:6) in Foundation using Fly ash brick of 25 cm X 12 cm X 8 cm size having a crushing strength not less than 75kg per Sq.cm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering & curbelling watering and curring for 7days after immersing the bricks in water for six hours before use etc. with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount and including hire & running charges of machineries T&P required for the work including supplying & working of pumps and cess as per the specifiction and direction of Engineer-in- charge

Fly ash brick masonary in Cement Mortar (1:6) in Superstructure using Fly ash brick of 25 cm X 12 cm X 8 cm size having a crushing strength not less than 75kg per Sq.cm with dimensional tolerance ± 2% including splays cutting circular moulding chamfering & curbelling watering and curring for 7days 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 with all T&P & cess etc, complete in all respect as per the direction of Engineer-in-charge.

RCC work of grade M-20 having a minimum compressive strength in work text of 200Kg/cm2 in 15cm cubes at 28days after mixing and tests conducted using 10mm to 20mm size (20mm not to exceed 25 percent) crusher black broken granite stone chips of approved quality and from approved quarry including hoisting,lowering and laying concrete by using vibrators watering and curing for four weeks centering and shuttering and finishing the exposed surface smooth to receive painting or white or clour wasing providing grooves or beads where necessary including cost, conveyance, taxes and royalties of all materials and labour required for the work etc, complete with all T&P and cess in all respect but execluding cost of reinforcement MS rods or tor steel and binding wires of 18 to 20 guage and labour charges etc, complete as per specification and direction of Engineer-in-charge. Column Base

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Plinth Beam

Top Copping