Construction of Dispensary Building at Government Ayurvedic Dispensary Sikula under Purushottampur block in the District of Ganjam.

Earth work in excavation of foundation in all kinds of soil with initial lead and lifts including dressing and leveling the bed and depositing the excavated earth at places away from work site with all leads and lifts including cost of all labour, cess and T&P and dewatering if required for the work etc. Complete as directed by the Engineer-in charge. Ground Floor

Approch Road

Filling in foundation and plinth with excavated earth including watering and remming with all leads & lifts including cost, conveyance, royalty, cess & taxes of all materials & cost of all labour & T&P required for the work complete as per direction of Engineer-in-Charge.

Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Additional charges, DMF @ 10% & EMF @ 5% over the royality, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge.

Approch Road

Cement Concrete of proportion (1:3:6) in foundation and floors using 4cm size clean hard black broken granite stone metal (C.B) of approved quality and from approved quarry including hosting lowering and laying concrete in layers not exceeding 15cm thick to the required level ramming, watering and curing etc. complete including cost and conveyance of all materials with all taxes and royalty, additional charges, DMF 10% & EMF 5% over royalty and all labour, cess with T&P required for the work etc. complete including dewatering if required as per direction of the EIC. Ground Floor

Approch Road

RCC of design mix of M-250 grade of controlled qulity having cube strength of 250kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 16/1987/IRC-78/1983 using crusher broken hard granite course aggregate of 10 mm. to 20mm. sizes & proportion as specified in clause-302.6.2 of IRC 21/1987, IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering & shuttering & form works finishing the exposed surface smooth providing beads & grooves, fan hooks wherever necessary including cost, conveyance royalties, additional charges, DMF 10% & EMF 5% over royaltyCess and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works) Foundation

Plinth Band

Chajja (Head Room)