Repair and refurbishment of Tahasil Office at Kashinagar in the District of Gajapati Buildings.

Fly ash brick masonry in cement mortar (1:6) in Super structure using Fly ash bricks of (23x11x8cm) size having a crushing strength of not less than 75 kg per Sq.cm with dimensional tolerance + 8 percent after immersing Bricks in water till saturation before use , including splays cutting, circular molding, chamfering, corbelling and all similar type of operations with all necessary projections watering, curing etc. complete including cost, conveyance, royalties, of all materials, cost of all labour, labour CESS T&P ,Scaffolding as required etc. complete in all respect as drawing and technical specifications and as per directed by the Engineer-in-charge. 2nd Floor

R.C.C. work with M-20 grade In Different RCC Works having minimum compressive strength in work test of 200 Kg/Cm² in 15cm cubes at 28 days after mixing and texts conducted in accordance with relevance IS code using 20 mm and downgraded size black hard granite crusher broken stone chips and screened and washed sharp river sand of approved quality and from approved quarry including hoisting lowering and laying concrete and compacting by using vibrator, watering, curing for 28 days, including cost of centering & shuttering and finishing the exposed surface smooth providing grooves or beads where necessary including cost, conveyance, royalty, Addl charg, DMF & EMF of all materials , cost of all labour, labour CESS T&P etc. required for complete the work in all respect but excluding cost and conveyance of M.S. rods or Tor steel & binding wires and labour charges for strengthening, cutting, bending grills and placing in proper position as per the direction of the Engineer-in-Charge. 2nd Floor RCC Column in Super Structure

RCC Roof Beams (2nd Floor)

RCC Lintel (2nd Floor)

RCC Chajja (1st Floor)

RCC Chajja (2nd Floor)

RCC Roof Slab (2nd Floor)

Supplying, fitting and placing uncoated SeQR TMT bar reinforcement including straightening bent up or coiled rods, cutting, bending, cranking, hooking, welding or jointing (if required) and binding, tying and placing in proper position as required for RCC works including cost, conveyance of steel and binding wires of 18 to 20 gauge and cost of all labour, labour CESS T&P etc. required for complete the work in all respect as per drawing and technical specification and directed by the Engineer-in-charge. (Weight of reinforcement shall be calculated on the basis of IS 1732, wastage ,overlaps, couplings, welded joints ,spacer bars, chairs, stays, and annealed steel wire or other method of binding &placing shall not be considered for payment). (2nd Floor)

Providing 12 mm thick cement plaster with cement mortar (1:6) with screened and washed sharp river sand for mortar and finished smooth to the rough surface of walls after racking out joints including watering and curing, rounding of corners, providing grooves where ever necessary with cost, conveyance, royalties of all materials, cost of all labour, Labour CESS,T&P, and scaffolding as required to complete the work in all respect as per the Direction of the Engineer-in-charge . (Gound Floor)

(1st Floor)