Repair and Renovation of CTO Office Building at Rayagada Buildings.

Earth work in excavation in all kinds of soil or gravelly soil for leveling the area with all leads & lifts, Disposal of excavated earth & unserviceable Mterials by mechanical means with 5 km. Lead and including loading & unloading, hire & running charges of materials etc.with all labour and T&P required for the work complete in all respects.

Supplying and filling in foundation trenches and plinth, ditches with sand well watered and rammed in layers not exceeding 23 cm. In depth with all lead and lift including cost, conveyance, loading, unloading, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as per specification and direction of Engineer-in-charge. (Measurement will be taken on finished compacted section only).

Cement concrete of prop.(1:3:6) in foundation and floors up to lowest bed level using hard black granite crusher broken metal of size 40 mm size down graded of approved quality from approved quarry as per approved design including hoisting,lowering,laying compacting concrete in layers not exceeding 6 thick, watering, curing for three weeks shuttering the exposed surfaces, finished smooth, providing grooves of beads where necessary including cost, conveyance, royalty, & taxes of all materials, with labour, T&P required for the work etc., complete in all respects including dewatering if required as per direction of Engineer in Charge.

Cement concrete of prop.(1:2:4) in foundation and floors up to lowest bed level using hard black granite crusher broken metal of size 12 mm size down graded of approved quality from approved quarry as per approved design including hoisting,lowering,laying compacting concrete in layers not exceeding 6 thick, watering, curing for three weeks shuttering the exposed surfaces, finished smooth, providing grooves of beads where necessary including cost, conveyance, royalty, & taxes of all materials, with labour, T&P required for the work etc., complete in all respects including dewatering if required as per direction of Engineer-in-Charge.

First Floor

R.C.C.work of Grade M-20 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 & IS 516 using 20mm down graded size black crusher broken hard granite stone chips of approved quality & from approved quarry including hoisting, lowering & laying concrete & compacting by using vibrators, watering & curing for 4 (four) weeks centring, shuttering & finishing the exposed surface smooth providing grooves or beads where necessary including cost & conveyance royalties & taxes of all materials & labour required for the work etc., complete in all respect but excluding cost & conveyance of M.S.Rods or tor steel and binding wires of 18 to 20 gauge & labour charges for straightening, cutting, bending etc.,of the HYSD Rods or tor steel & binding wires & laying the grills placing in proper position as per direction of Engineer-in-Charge. Footing

Grade Beam

Column below PL Level

Column above PL Level

Lintle