Const. of Under Ground Reservoir Cum Pump House Inside the Premises of New 30 Bedded CHC Dabugam in the Dist. of Nabarangpur (Building)

Earthwork in hard soil or gravelly soil with 50m initial lead and lifts including breaking the clods to maximum 5cm to 7cm and laying in layers not exceeding 0.30 mtrs in depth leveling dressing the bed and removing all foreign materials including roots, brushes and depositing the soil in layers and rolling, with PRR for ordinary compaction as directed by the Engineer-In-Charge.

Filling in foundation trenches and plinth with sand well watered and rammed in layers not exceeding 23cm. 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 4cm. size hard black hand 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 15cm (6 Inch) 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.

Reinforced cement concrete of M-25 grade 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 20 mm. size black hard crusher broken granite chips of approved quality from approved quarry including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 4 (Four) weeks, centring, shuttering and finishing the exposed surface smooth, providing grooves and beeds where necessary including cost, conveyance, royalties and taxes of all materials and cost of all labours, required for the work etc. complete but excluding cost and conveyance of M.S. rods or Tor steel and binding wires of 18 to 20 gauge and labour charges for straightening, cutting, bending etc. of M.S. rods or Tor steel tying the grills and placing in in proper position in all floors as directed by the Engineer in charge.

Raft

Retaining Wall

Stair Case

Column

Slab

Tank Slab