Construction of 36 Nos. of D Type Quarters at PMEC Berhampur.

CIVIL WORK Providing 375mm dia single under reamed bored compaction RCC Pile with M-25 grade concrete including cost of boring to required dia meter and depth to plumb and taking precautionary measure against collapsing of side soil due to presence of water table using bentonite powder etc., concreting and driving the cage made of M.S. / T.S. steel as per approved drawing into the freshly laid concrete vertically by means of power winch to requied depth but excluding cost of M.S. / T.S. steel and labour charges for cutting, bending and binding of steel etc. complete confirming to IS-2911 specification including necessary routine tests including cost, conveyance, royalties and taxes of all materials with labour,labour cess and T&P etc. required for the work complete as per the specification and instruction of Engineer-in-Charge. Up to 6mt

For each additional depth 0.50mt beyond initial depth 6mt.Add extra to the rate Beyond 6m up to 7.5 mtr

Excavation of foundation in ordinary soil within 50m. initial lead and 1.5m. extra lift over initial lift including rough dressing and breaking clods to maximum 5cm. to 7cm. and laying in layer and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge.

Filling foundation trenches and plinth with excavated earth including laying the earth in layers not exceeding 23.5cm (9”) thick ramming and watering with all leads and lifts including cost of all labour, T&P etc. complete as directed by the Engineer-in-charge.

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

Carriage of excavated earth by mechanical means and disposing the same away from the work site within 5 Km lead as directed by Engineer-in-charge including loading and unloading etc. complete in all respect.

Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size black hard crusher broken granite stone metal and screened and washed sharp sand for mortar of approved quality and from approved quarry including hoisting, lowering, laying concrete, ramming, watering and curing etc. complete to required levels laid in layers not exceeding 15 cm. thick in each layer including cost, conveyance, royalties of all materials and cost of all labours,labour cess, T&P etc complete as per the direction of the Engineer-in-charge.

Providing & applying of pre constructional anti-termite treatment by drilling 12mm dia holes at distance of 30cm @ junction of wall & floor about 300mm apart deep enough to reach the soil below & chemical emulsion (IMIDACHLOPRIED 30.5SC mixed with 47.5ltr water) pumped these holes to soak the soil @ 1 ltr solution of each hole as per manufactures specification & the holes should be pluged the filling materials including cost of all materials, labour,conveyance, T&P , all taxes and hire charges of machinaries as per direction of Engineer-in-charge.

Providing, lifting, hoisting and laying Reinforced cement concrete of M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 250 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 and taxes 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. (Footing/Pile cap)

Plinth beam