Kalinga Womens Higher Secondary School Building at Tigiria for the Year 2024-25

Earth work in Excavation in hard soil or gravelly 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 and as per the direction of the Engineer-in-charge.

Filling in foundation and plinth with excavated materials including watering ramming to proper density with cost,conveyance, taxes of all materials and cost of all labour & T & P as required for the item of work including cess etc complete as per specification & direction of Engineer-in-charge.

Providing & filling manualy with aproved quality of sand in layers not exceeding 150mm thick including watering ramming to proper density with cost,conveyance, royality, taxes of all materials and cost of all labour & T & P as required for the item of work including cess etc complete as per specification & direction of Engineer-in-charge.

Providing Cement Concrete (1:4:8) with 40mm size clean crusher broken granite metal of approved quality from approved quarry including hoisting lowering & levelling in position ramming using vibrator to proper slope and levelling with cost conveyance taxes royality, labour of all materials and including hire & running charges of machineries T&P required for the work including supplying & cess as per the specifiction and direction of Engineer-in- charge (Crusher Broken )

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

II) Superstructure

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

II) Column in Superstructure

III) Plinth Beam

IV) Lintel