Construction of building at Madhabanandajew Govt. High school in the District of Kataka for the year 2026-27.

Earth work in excavation in foundation in all kinds of soil including earth mixed with boulder (except sheet rocks and boulder requiring blasting) with all leads and lifts including dressing and levelling the bed and depositing the excavated earth at places away from work site with all leads and lifts including cost of all labour ,T&P and dewatering if required for the work etc. complete as per specification and direction of the Engineer-in-Charge.

Supplying filling in foundation and plinth with sand in layers not exceeding 22.5cm (9") thick including watering and ramming with cost conveyance, royalities, taxes of the materials and labour with T&P required for the work etc. complete as per specification and direction of the Engineer-in-Charge.

Cement concrete of proportion (1:3:6) in foundation and floors using 4cm (1 ½") size clean hard black 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 and curring etc. complete including cost ,conveyance, royality, taxes of all materials and labour with T&P required for the work etc. complete including dewatering if required as per specification and direction of the Engineer-in-Charge.

Fly ash brick masonary in cement mortar (1:6) in foundation and plinth and basements and ornamental floor bed plinth moulding and similar such types of works with all necessary projections using fly ash bricks of 9"/10" size having a crushing strength of not less than 75kg/cm2 including splays cutting circular moulding chamfering and corbelling after immersing the bricks in water for six hours before use with watering, curing including cost, conveyance, royalities, taxes of all materials, labour with T&P required for the work etc. complete as per specification and direction of the Engineer-in-Charge.

Fly. brick masonary in cement mortar (1:6) in superstructure using Fly. bricks of 9"/10" size having a crushing strength of not less than 75kg/cm2 including splays cutting circular moulding chamfering and corbelling after immersing the bricks in water for six hours before use with watering, curing including cost, conveyance, royalities, taxes of all materials, labour with T&P required for the work etc. complete as per specification and direction of the Engineer-in-Charge.

R.C.C. M-25 with minimum compressive strength in work test of 150kg/cm2 in 15cm cubes at 28 days using 12mm size hard black crusher broken granite stone chips of approved quality and from approved quarry including hoisting, lowering and laying concrete and compacting by using vibrator watering and curing for 4 weeks centering and shuttering and finishing the exposed surface smooth providing grooves or beads where necessary including cost, conveyance, royalities and taxes of all materials and labour with T&P required for the work etc. complete excluding cost and conveyance of M.S. Rods or tor steel and binding wires of 18 to 20 gauge and labour charges for straightening cutting bending etc. of the M.S. Rods or tor steel and tying the grills and placing in proper position as per specification and direction of the Engineer-in-Charge. a). Column Base Footing

b). Plinth Beam / Grade Beam

c). Lintel,Wall Beam

e). Chajja

d). Roof Slab