R.I, Office building at Durudura_Building

Earth work in all kinds of soil within 50m initial lead and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3m in depth asper direction of the Engineer-in-charge

Supplying and filling in foundation & plinth with sand in 23.5 cm (9") thick layers including watering and ramming with cost, conveyance, royality taxes of all materials, and labour with additional charges as decieded by the District Administration, DMF & EMF @15% on royality amount and labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

Providing Cement Concrete (1:3:6) with 40mm size crusher broken granite metal of approved quality from approved quarry including hoisting lowering & levelling in position to required level in each layer not exceeding 15cm thick in foundation including frame work where necessary ramming using vibrator to proper slope and levelling curing dewatering with cost conveyance taxes royality, labour of all materials, 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 Superstrcuture 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

2.5cm (1") Damp proof course with cement concrete (1:2:4) using 12mm size crusher broken granite stone chips of approved quality and from approved quarry including hoisting lowering laying & compacting concrete etc, watering curing cost & conveyance of all materials & taxes & royalties etc with all labour T&P required for the work including cess etc complete including side shuttering in all respects as per the direction of Engineer-In-Charge.

Cement concrete of proportion (1:2:4) using 12mm (1/2") size clean crusher broken grantie chips of approved quality from approved quarry including hoisting lowering and levelling in position to required level including frame work where necessary ramming and levelling cruing dewatering with cost conveyance taxes and royalties labour of all materials including hire and running charges of machineries T&P required for the work with cess etc, complete as per specification and direction of Engineer-in-charge.

RCC work of grade M-20 having a minimum compressive strength in work test 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

Columns up to Plinth

Providing and supplying of HYSD bars confirming to approved grade including straightening cutting bending bindiing lapping , welding etc confirming to ISI specification) & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design placing the grills in position including cost & conveyance of tor steel & binding wires of 18 to 20 guage including cess etc complete as per the specifiction and direction of Engineer-in- charge