Restoration of Rain Damages to FIS Dhangu Kulh in GP Kasarla Tehsil Balh Distt. Mandi

Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and sapling grith upto 30cm measured at a height of 1 meter above ground and removal of rubbish upto distance of 20 meters out side the periphery of the cleared area upto 30cm grith complete job in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.

Removal of slips/Debries in all kind of soils (including saturated soil but excluding boulders and rocky portion requiring blasting) upto a distance of 20 mtrs disposing of unserviceable materials, stacking servicable material and neatly dressing the surface in all kind of classification of soil such as pick work, jumper work, saturated soil including bailing and pumping out water etc. and should be disposed of to a suitable place complete job as per direction & best satisfaction of the Engineer-in-Charge.

Excavation in foundation and trenches etc. in earth work in all kind of soils such as pick work jumper work,saturated soil including blasting soft/hard rock, chiseling soft/hard rock where blasting is prohibited in all lifts including trimming and dressing of sides, levelling of bed, stacking the excavated soil clear from the edge of excavation and then returning the excavated soil in 15cm. layers when required into plinths,side of foundations etc including consolidating each deposited layer by ramming, watering and then disposing of all surplus excavated soil as directed with in all leads & lifts and shoring strutting, timbering and dewatering where ever required as per direction & entire satisfaction of the Engineer-in-Charge.

Providing form work with steel plates 3.15 mm thick welded with angles iron in frame 30x30x5 mm so as to give a fair finish including centering shuttering struting and propping etc. with wooden battens and ballies height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for in-situ- reinforced concrete and plain concrete:-

Vertical surface such as walls (any thickness) partitions and the like including attached pillasters, buttresses, etc. plinth and string courses complete job in all respect with in all leads and lifts as per the direction and best satisfaction of Engineer-in-Charge.

Providing & laying cement concrete 1:5:10 (1 cement :5 sand:10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of centering & shuttering in foundation and plinth including carriage of material with in all leads and lifts as per the direction and satisfaction of Engineer-in-Charge.

Providing, laying, jointing and testing in trenches (to be levelled to grades) MSREW Pipe of following diameter, class & wall thickness and IS 3183-1971 specification including butt welding of pipe ends to make water tight joint including carriage of material up to all leads and lifts capable to withstand the required hydraulic test pressure as per IS Code in a random length of 4 mtrs. to 7 mtrs.. The welding to be done on both faces in three layesr to make the joint leak proof according to relevant BIS standard and specifications. The pipe including nuts and bolts of required size, 3mm thick compressed asbestos fibre jointing gasket/ synthatic rubber jointing gasket should be conforming to relevant BIS code. Laying will include all operations such as cutting, welding, painting and jointing including flushing, cleaning and hydraulic testing of pipe complete in all respect with in all leads & lifts as per direction & entire satisfaction of the Engineer-in-Charge.

300 mm dia