Construction of D Type Quarter building of Mahanga Tahasildar Building at Mahanga in the district of Cuttack for the year 2025-26

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.

Providing Cement Concrete (1:3:6) with 40 mm down graded of crusher broken hard granite stone aggregate of approved quality from approved quarry for cement concrete work including hoisting, lowering and laying in position in layers with proper packing and ramming by means of vibrator to proper slope and level including cost of curing for 28 days, conveyance, royality , taxes of all materials required for the work, running and hire charges of machineries and all T & P required for the work, labour charges for the work complete in all respect as per the specification and direction of the Engineer-in-charge.

Fly ash brick masonary in cement mortar (1:6) in foundation and plinth and basement and ornamental flower bed plinth moulding and similar such types of works with all necessary projections using fly bricks of 9"/10" size having a crushing strength of not less than 35kg/cm2 including splays cutting circular moulding chamfering and corbelling watering and curing after immersing the bricks in water for six hours before use etc., complete including cost and conveyance of all materials and labour required for the work with all taxes and royalties etc. with all T&P complete in all respect as per specification and direction of the Engineer-in-Charge.

Fly ash brick masonary in cement mortar (1:6) in superstructure using fly ash bricks of 9"/10" size having a crushing strength of not less than 35kg/cm2 including splays cutting circular moulding chamfering and corbelling watering and curing after immersing the bricks in water for six hours before use etc., complete including cost and conveyance of all materials and labour required for the work with all taxes and royalties etc. with all T&P complete in all respect as per specification and direction of the Engineer-in-Charge. a). Ground Floor

b). First Floor

Cement concrete (1:1.5:3) for R.C.C. work 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

b). Column & Beam

c). Plinth Beam

d). Roof Beam