Reconstruction of RCC drain from Tulasipur Hanuman Temple to Bijupattnaik Chaka in Ward No. 16.

Dismantling and removing R.C.C.columns beams slab staircase landing lintels including stacking the useful materials for reuse and removing the debris within 50m lead complete as directed by the Engineer-in-charge.

Dismantling and removing cement concrete including stacking the useful materials for reuse and removing the debris within 50m lead complete as directed by the Engineer-in-charge.

Earth work in slushy soil (in water upto 0.6m depth requiring the aid of pans and vessels) within 50m. Initial lead and 1.5m initial lift as per the direction of the Engineer-in-charge.

Removing Old Slab from Drain Wall and refixing the same etc.

Filling Empty Cement Bag with Sand for Coffer Dam

Dewatering the water from drain by using 5HP disel Pump as per specification etc.

Shoring & shuttering for the excavated trench up to a depth of 1.5m. from G.L including cost of all labour, T & P etc all complete .

Earthwork in all kinds of soil in excavation of foundation trenches for columns, basement, tie beams, walls and steps in all kinds of soil including moorum, hard stoney earth and earth mixed with boulders except sheet rocks and boulders requiring blasting with all leads and lifts includ. dressing and leveling the bed sides up to required depth and depositing the excavated materials at places away from the work site with all leads and lifts, T&P for shoring, shuttering, dewatering if required etc. complete as per the drawing, designing including cost of all labour, T&P etc. as required for the work complete as directed by the Engineer-in-charge.

Supplying and filling the foundation and plinth with clean coarse river sand of approved quality from approved quarry, laying in layers not exceeding 150mm thick, watering and ramming including cost,conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete as per the direction of the Engineer-in-charge.

Providing & laying cement concrete of prop. (1:3:6) in foundation bed and floors using 40mm nominal size down graded, screened, washed hard black crusher broken granite metal of approved quality & from approved quarry including laying in the layers not exceeding 150 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

R.C.C. work of M25 having minimum compressive strength (working stress) 200kg./cm2 in 15cm cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12mm to 20mm size (1/2” to 3/4”) crusher broken hard black granite chips of 20mm size (not to exceed 25%) of approved quality & from approved quarry including hoisting, lowering, laying and compacting concrete with vibrator, watering and curing for 28 days, cost of rigid and smooth centering & shuttering and finishing to exposed surface smooth providing, grooves or beads wherever necessary as per direction of the Engineer-in-charge including cost, conveyance, royalties & taxes of all materials and cost of all labour, T&P etc. as required for the work complete in all respects as per direction of Engineer-in-charge but excluding cost of M.S. rod/Tor steel and binding wires and labour charges for bending, binding and tying the grills.

Rigid Smooth Centering & Shuttering for the work etc.

Straightening, cutting, bending and binding, welding and jointing (if necessary) coiled/bent up M.S. rods/Tor Steel/deformed rods etc. including hoisting, placing in position, tying the grills binding with 18 to 20 guage binding wire required for R.C.C. work including cost, conveyance, taxes of all materials, cost of all labour, T&P etc. as required for the work complete (weight of binding wires will not be considered) as directed by Engineer-in-charge. (Payment will be made on actual weight of M.S. rods or Tor steel linear measurements of rod for finished item of works. 5 % wastage and lap length are included in the finished rate).

Providing & laying cement concrete of prop. (1:2:4) in foundation bed and floors using 12mm nominal size down graded, screened, washed hard black crusher broken granite Chips of approved quality & from approved quarry including laying in the layers not exceeding 150 mm thick, hoisting, lowering, laying, watering and curing etc. complete to the required levels including cost, conveyance, royalty and taxes of all materials, cost of all labour, T&P etc. as required for the work complete and as per direction of Engineer-in-charge.

Remove excavated materials from site by mechanical means with loading and unloading the same within 5km away from site.

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