Construction of Sub Registrar Office building at Damapada

Earth work in Excavation in hard soil or gravelly soil / soft rock 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 and as per the direction of the Engineer-in-charge. (I ) Hard Soil

Earth work in Excavation in hard soil or gravelly soil / soft rock 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 and as per the direction of the Engineer-in-charge.(II ) Soft Rock (not requiring blasting)

Fixing 25 mm. dia anchor bars in foundation rock including drilling 35 mm. dia holes, fixing wedged anchor and grouting with cement mortar 1:4 complete as per the direction of Engineer-in-charge excluding cost of M.S. rods for dams,barrages and power house structures including pull testing of 30% of anchors etc cost of all labour T&P required for the work complete in all respect as per direciton of the Engineer-in-charge..(Depth of hole only to be measured for payment purpose). (Only drilling & fixing excluding cost of anchor rod)

Filling foundation and plinth with sand well watered and rammed including all cost, carriage, royality, taxes and all labour, T & P etc. all complete as per the direction of Engineer-in- charge.

Cement concrete (1:3:6) using 40mm and down gradedhard granite crusher broken metal including all cost , carriage, royality, taxes, and all labour involved for completion of item of work as per the direction of Engineer- in - charge.

Providing cement concrete (1:2:4) with 12mm 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.

Fly Ash brick masonary in Cement Mortar (1:6) in foundation/Superstructure using-Fly Ash.-brick of 25cm X 12cm X 8cm size having a crushing strength in between 75kg to 100 kg per Sq.cm with dimensional tolerance ± 8% including splays cutting circular moulding chamfering & corbelling 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. (I ) Foundation & plinth

Fly Ash brick masonary in Cement Mortar (1:6) in foundation/Superstructure using-Fly Ash.-brick of 25cm X 12cm X 8cm size having a crushing strength in between 75kg to 100 kg per Sq.cm with dimensional tolerance ± 8% including splays cutting circular moulding chamfering & corbelling 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. (II ) In Superstructure(a )GROUND FLOOR

Fly Ash brick masonary in Cement Mortar (1:6) in foundation/Superstructure using-Fly Ash.-brick of 25cm X 12cm X 8cm size having a crushing strength in between 75kg to 100 kg per Sq.cm with dimensional tolerance ± 8% including splays cutting circular moulding chamfering & corbelling 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. (II ) In Superstructure (b )FIRST FLOOR

Providing and laying Reinforced cement concrete of M-25 grade with 20mm and down grade black hard granite of controlled quality having a minimum compressive strength (in work test) of 250Kg/Cm2 in 15cm cubes at 28 days after mixing and tests conducted in accordance with IS 456 and IS 516 with strength of approved quality and from approved quarry including hoisting, lowering, laying and compacting concrete, watering and curing for 4 weeks, centering shuttering & finishing the exposed surface smooth with cost, conveyance royalitteis and taxes of all materials and labour with T&P & cess required for the work etc. complete in all respect as per the specification and direction of Engineer-in- charge. (I ) Column Base