Construction of 100 Seated Boys Hostel (G Plus 1) with Head Room and Internal Road at ITI Rua in Puri District

Clearing and grubbing road 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 unservicable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres inclusing removal and disposal of top organic soil not exceed ing 150 mm in thickness. Site Area

Boring,providing and installation of 300mm dia bored cast- in -situ reiforced cement concrete piles of grade M-25 of specefied diameter and length below the pile cap to carry a safe working load not less than specified excluding the cost of steel reinforcement but including the cost of boring with bentonite soluation and temprary casing of appropriate length for setting out and removal of same and the length of pile to be embeded in the pile cap etc by percussion drilling using direct mud circulation(DMC) or boiler and chisel technique by tripod and mechanical winch machine all complete including removal of excavated earth with all its lifts and leads ( length of pile for payment shall be measured upto bottom of pile cap) Note-Truck mounted Rotary/TMT/Tubewell boring machine shall not be used etc. complete as per the specification and direction of the Engineer-in-charge. Each 6 Mtr 300mm dia

Extra depth upto 09mtr

Earth work in excavation in foundation in ordinary soils in trenches, column foundation, pit etc in hard soil including dressing of sides and levelling the bed upto the required depth and depositing the excavated materials away from the work site with initial lead of 50mt and all lifts including shoring, shuttering and dewatering (if required) with cost of labour , labour cess, hire and running charges of all materials complete Including all cost i.e cost of all materials, all labour, all T&P, royalty etc complete in all respect as per direction of Engineer in charge. Ground Floor

Proposed Internal Road

Supplying & Filling foundation trenches , plinth & ditches with Excavated Earth well watered and rammed with all lead and lift including cost, conveyance, loading, unloading, stacking, royalties and all cost & conveyance of water, cost of all Labour,labour ess,T&P required for the work etc. complete in all respect as directed by the Engineer- in -charge. Ground Floor

Supplying & Filling foundation trenches , plinth & ditches with clean coarse river sand well watered and rammed in layers not exceeding 23 c.m. in depth with all lead and lift including cost, conveyance, loading, unloading, stacking, royalties and all cost & conveyance of water, cost of all Labour,labour ess,T&P required for the work etc. complete in all respect as directed by the Engineer- in -charge. Ground Floor

Proposed Internal Road

Supplying diluting and preparing chemical emulsion like CHLORPY RIPHOS or other chemicals approved by central insectiicides Board or as directed by the manufacturer and spraying the mixture uniformly by sprayer as per constructional anti termite treatment and creating a chemical barrier under and column pits and trenches basement excavation top surface of plinth filling junction of walls and floors along with external perimeter of the building expansion joints surrounding the pipes and conduits etc complete at the rate of 7.5 litters or as directed by the Manufacturer per sqm on vertical and 5.0 litters per sqm on horizontal surfaces 50% of the emulsion to be filled in the holes made in trenches at 150mm centrer to center etc complete as per IS 6313/1981 (Part-II) and as per the direction of the Engineer-in-Charge including cost of all materials, labour,taxes etc complete. Ground Floor

Providing and laying plain cement concrete of proportion (1:3:6) in foundation and floors using 4 cm. size hard crusher broken granite stone aggregate 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 all cost, conveyance, royalties and cost of all labours,labour cess, T&P etc complete as per specification & direction of the Engineer-in-charge. Ground Floor