Construction of compound Wall, Drain, Vehicle Shed etc at ANMTC Paralakhemundi, Gajapati Buildings.

Earthwork in excavation in all types of soil (Hard soi,ordinary soil,stony earth) for site leveling, foundation, pits, trenches and other civil works upto and including 1.5metre depth and stacking the soil upto a lead of 100 metre and including dewatering, removing slush, shoring and strutting (as required), complete as per specification and as directed by the Engineer-In-Charge. (Quantity-C.W.-223.2, Drain-153.3, Vehicle Shed-33.68, A.R-177.02)

Filling foundation and plinth & sides of foundation with excavated materials (excluding rock), in layers not exceeding 20 cm in depth including watering and ramming and dressing and leveling the top to proper level, lead up to 50 m and lift upto 1.5 m or gradient including cost of all labour, labour CESS,sundries and T&P etc. complete in all respect as per direction of the Engineer-in-Charege (Quantity-CW.-148.8, Drain-148.36, Vehicle Shed-22.45, A.R-159.31)

Supplying & filling in foundation and plinth with good quality river sand in layers not exceeding 23cm in depth and compacted with watering, ramming, dressed and leveled the top surface to required gradient including cost , conveyance , royaoity of all materials, cost of all labour, T&P, etc.required to complete the work in all respect as per direction of the Engineer-in-charge.(Measurement willl be taken on finished compacted section only) (Quantity-CW.-44.10, Drain-14.60, Vehicle Shed-12.73)

Providing and laying cement concrete (1:4:8) in foundation & plinth using 40mm size black hard granite crusher broken metal and screened and washed sharp river sand of approved quality from approved quarry as per approved design including hoisting, lowering, laying and compacting to proper thickness, watering and curing for the required period, finished smooth , providing grooves of beads where necessary including cost, conveyance, royalty of all materials with labour, labour CESS , and T&P etc. required to complete the work in all respect including dewatering if required as per direction of the Engineer-in-Charge.(Quantity-CW.-22.05, Drain-14.60)

Fly ash brick masonry in cement mortar (1:6) in Foundation& Plinth 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 etc. complete in all respect as drawing and technical specifications and as per directed by the Engineer-in-charge.(Quantity-CW.-44.70, Vehicle Shed-8.67)

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.(Quantity-C.W.-82.8, Vehicle Shed-4.62)

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 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. RCC COLUMN BASE (Quantity-C.W.-37.35, Drain-19.71, Vehicle Shed-5.59)

RCC COLUMN UP TO PLINTH LEVEL (Quantity-C.W.-17.06, Vehicle Shed-2.99)

RCC PLINTH BAND (Quantity-C.W.-15.00, Vehicle Shed-2.11)

RCC COPING BEAM/ ROOF BEAMS (Quantity-C.W.-7.50, Vehicle Shed-3.17)