Construction of Additional Classroom and Auditorium Hall at J. N. College, Mahanga in the district of Cuttack.

CIVIL WORK Dismantling and removing doors, windows and ventilators including removal of frame, hinges, fastening and stacking the same for reuse and removing the debris within 50m lead including cost of all labour with T&P etc. complete as per the specification and direction of the Engineer-in-charge. (a)Ground Floor

Dismantling brick or stone masonry in lime or cement mortar above 3m height including stacking the useful materials for re-use and removing the debris with in 50m lead including cost of all labour with T&P etc. complete as per the specification and direction of the Engineer-in-charge. (a)Ground Floor

Clearing and grubbing roads and land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. (a)Ground Floor

Providing 375mm dia and 9.00m long, 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. (a)Ground Floor

Earth work in excavation of foundation in all kinds of soil within 50m initial lead and 1.50m initial lift including rough dressing breaking clods maximum 5cm to 7cm & laying in layers not exceeding 0.3m depth for the work complete including shoring, shuttering & dewatering (if required) with cost of all Labour, Labour cess ,Hire & Running charges of the water pumps, Sundries, T & P required for the work complete as directed by the Engineer- in- charge. (a)Ground Floor

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

Supplying and filling in foundation and plinth with good quality river sand including watering, ramming with cost, conveyances, royalties of all materials and cost of all labour with T&P required for the work etc. complete as per specification & direction of Engineer-in-charge (a)Ground Floor

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. (a)Ground Floor

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. (a)Ground Floor

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. R.C.C. Foundation and Footing Bases of Columns Mass Concrete Pre-Cast Slab etc.