Construction of 2 Nos Residence Building for ADMS General and Revenue at Nabarangpur.

Civil Works Earthwork excavation in foundation in hard soil within initial lead of 50m and intial lift of 1.5m including rough dressing and levelling the bed & as per specifiction approved by the E.I.C.

Supplying and filling in foundation trenches and plinth with sand, well watered and rammed in layers not exceeding 23cm in depth with all lead and lift including cost, conveyance, loading, unloading, royalties and , materials, cost of all labour, sundries, T&P required for the work etc. complete in all respect as directed by the Engineer-in-Charge.

Filling foundation and plinth with excavated materials including watering and ramming complete in all respect as directed by the Engineer-in-Charge

Providing and lying Cement Concrete of proportion (1:3:6) in foundation and floors using 4cm (1 1/2") 0 mm & down grade black hard crusher broken granite stone metal, washed and screened sharp sand of approved quality from approved quarry including hoisting, lowering, laying the concrete, ramming, watering and curing etc. complete to required thickness including cost of all materials, conveyance, loading, unloading,cost of labours, T&P, hire & running charges of concrete mixer, etc. all complete as per the direction of the Engineer -in -charge.

Supplying all materials, labour, T&P and providing cement concrete ( 1:2:4 ) with 12mm size crusher broken hard black granite chips including watering, curing,cost of all materials, conveyance of all materials to work site with payment of royalty, all taxes etc all complete as per P.W.D specification and direction of Engineer-in-charge

Loosening levelling & compacting original ground suppourting embankment to facilitate a placement of 1st layer of embankment up to a depth of 150mm mixed with water at OMC & then and then compacted by rolling as per Clause 300.20 for embankment construction as per Clause No- 305.3.4 of MoRTH specifiction.

Construction of granular sub-base by providing Close graded Granular sub base Grading-III material as per table 400-1, spreading in uniform layers with motorgrader on prepared surface,mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&HSpecifications.

Supplying & laying 80mm thick of M-30 grade cement concrete Block on road surface including fitting the interstices with sand etc.compl.

Providing and fixing at or near ground level precast cement concrete in kerbs,edgings etc. as per approved pattern and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), including the cost of required centering, shuttering complete.

Providing, lifting, hoisting and laying Reinforced cement concrete of M-20 grade as per approved designs and drawings having a minimum compressive strength (in work test) 200 Kg. / Square cm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 516 using 12 mm. to 20 mm. size black hard crushed broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned ( 20mm. size chips not to exceeds 25 % ) to be mixed in concrete mixture with Portland slag cement (PSC) including hoisting, lowering, laying and compaction concrete by using vibrators, watering and curing for 28 days, centering and shuttering then after dismantling and removing debris from the work site and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties of all materials and cost of all labours, sundries, T & P required of the work etc. complete in all respect as directed by the Engineer-in-Charge. 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 complete as per direction of Engineer-In -Charge.