Restoration of rain damages to Sewerage Scheme Bhuntar Town in Tehsil Bhuntar Distt Kullu

Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts.

Providing and laying in cement concrete 1:3:6(1cement 3 sand 6 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts.

Providing and laying in cement concrete 1:4:8(1cement 4 sand 8 graded stone agg.40mm nominal size) and curing complete excluding cost of form work in foundation and plinth with in all leads and lifts.

Providing & laying reinforcement cement concrete 1:1.5:3(1cement:1/2sand:3graded stone agregate of 20mm nominal size) curing complete excluding cost of from work and reinforcemenr for reinforced concrete work including all leads and lifts.

Foundations , footings bases of columns and the like and mass concrete work complete in all respect.

Walls any thikness but not less that 0.10 Mtrs thickness including attached pilasters, buttresses plinth and string courses etc, from top of foundation (level) upto floor two level including all leads and lifts etc. complete in all respect.

Providing & laying tor steel reinforcement for RCC work including straightening, cutting, bending, placing in position & binding all complete upto or above plinth level of mild steel & medium tensile steel bars all complete as specified & directed by the Engineer-in-charge.

Centring & shuttering including strutting, propping etc. & removal of form for walls (any thickness) including attached pillasters, buttresses, plinth & string courses etc. complete in all respect within all leads & lifts as per the direction & to the entire satisfaction of the engineer-in-charge.

Supplying, installation, testing and commissioning of manual coarse bar srceen make Jash/Johnson/Parchure for manual operation with bar sizing of 50mm wide x 4 mm thick suitable for channel depth of 800mm to cater peak flow of 0.87 KLD and having 20 mm gap between screen bar of SS304, inclined at an agnle 60 degree to the horizontal size 500 mm width x 750 mm SWD + 150 mm free board complete in all respect within all leads & lifts as per the direction & to the entire satisfaction of the engineer-in-charge.

Providing and fixing double flanged Cast Iron sluice valve 100 mm dia Class-I IS: 780-1984 of Kirloskar/Leader/Bhel/Pelican/ Kartar make for the pipe line capable to withstanding normal seat pressure including cutting, welding, providing and fixing rubber/asbestos sheet of maximum thickness 3mm as per IS: 2712-1979 and providing and fixing MS nuts and bolts in required number including carriage of material in all leads and lilfts.

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