Shifting and Reconstructon of Compound wall and Gates on the Road from Jagamara (Ch.0.000KM to NH-16 near Baramunda (Ch.0.780KM) in the dist of khordha

Dismantling brick/stone masonry in lime or cement mortar under 3 mtr. height in all floors at all heights, stacking the useful materials for reuse and removing the debrises within 50m. lead away from the work site with all leads including cost of all labour, sundries and T&P. etc. required for the work complete as directed by the Engineer-in-charge.

Dismantling the old damaged RCC structures like RCC Column, Beam, Lintel, staircase etc, stacking the useful materials away from work site for reuse including cost of all labour, sundries and T&P. etc. required for the work complete as directed by the Engineer-in-charge.

Earth work excavation of foundation trenches in all kinds of soil including dressing and leveling the bed up to the required depth and disposing the excavated materials at places away from the work site with initial lead and lift, including shoring, shuttering including cost of all labour, sundries & T & P etc. required for the work complete as directed by Engineer-in-charge.

Supplying and filling in foundation trenches and plinth with coarse river sand well watered and rammed in layers not exceeding 23 cm. in depth with all leads and lifts including cost, conveyance, royalties and taxes of all materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer in charge.

Cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard (crusher broken) granite stone metal of approved quality and from approved quarry including lowering, laying concrete, watering and curing etc. complete to required levels laid in layers not exceeding 6” thick including cost, conveyance, royalties and taxes of all materials and cost of all labours, watering and curing, sundries and T&P required for the work etc. complete as directed by Engineer-in-charge.

Fly Ash brick masonry in C.M.(1:6) using Fly Ash bricks of 25cm x 12cm x 8cm. Size having crushing strength not less than 75Kg/cm2 after immersing the bricks for six hours in water before use in foundation, plinth and basement and for ornamental flower beds, plinth moulding and similar such type of works with all necessary projections, cutting, moulding, corbelling, champhering, watering and curing including cost, conveyance, royalties and taxes of all materials and cost of all labour, sundries and T&P. etc. required for the work complete as directed by the Engineer in charge.

Fly Ash brick masonry in C.M. (1:6) using Fly Ash bricks of 25cm x 12cm x 8cm. Size having crushing strength not less than 75Kg/cm2 after immersing the bricks for six hours in water before use in superstructure including splays cutting, moulding, corbelling, champhering, watering and curing including cost, conveyance, royalties and taxes of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work complete as directed by the Engineer in charge.

Reinforced cement concrete of M-20 grade as per approved designs and drawings having a minimum compressive strength (in work test) of 200kg/cm2 in 15 cm cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12 mm. to 20 mm. size black hard crusher broken granite chips (20 mm. size chips not to exceeds 25 % ) and screened and washed sharp sand for mortar of approved quality from approved quarry to be mixed in concrete mixture including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debrises from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, royalties and taxes of all materials and cost of all labours, sundries, T&P, required for the work etc. complete but excluding cost and conveyance of M.S. rods or Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of M.S. rods or Tor steel tying the grills and placing in proper position as directed by the Engineer in charge. A) Column Base, Column, Plinth Beam, Gate Column, Top Beam

Cutting, Straightening coiled or bent up M.S. rods or Tor steel (Fe-500) SAIL/TATA/JINDAL make welding or jointing if necessary, bending, binding, tying the grills and laying in position as required for R.C.C. works and hoisting, lowering and placing in position in all floors according to approved designs and drawings including cost, conveyance, taxes of M.S. rods or Tor steel and binding wires of 18 to 20 gauge required for the work and cost of all labour, sundries, T&P etc. complete in all respect as directed by the Engineer in charge (payment will be made according to the actual weight of M.S. rod / Tor steel consumed in the work and no separate payment will be made towards weight of binding wires which is to be borne by the contractor at his own cost)

12mm thick cement plaster in cement mortar (1:6) to outside wall & finishing smooth to smooth surface of brick walls after raking out the joints including watering and curing, rounding of corners with cost, conveyance, royalties and taxes of all materials and cost of all labour, scaffolding, sundries and T&P. etc. required for the work etc. complete as directed by the Engineer in charge.