Restoration of Rain damages in Swan River Flood Management Project in Distt. Una (HP)

Dismentling of existing creates of pitching from create made of GI wire filled with boulders with square cut faces against the wire after dismentling of pitching boulders and GI wire should be stacked at site of work as per direction of Engineer-In-Charge.

Excavation in foundations, trenches etc.in earth work, in all lifts stacking the excavated soil not more than 3 mtrs.clear from the edge of excavation and then returning the stacked soil in 15cm.layers when required into plinths, sides of foundations etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed within all leads and lifts in all kind of soil such as pick work, jumper work, chieselling and in saturated soil etc. complete in all respect.

Earth work in excavation of foundation trenches in all kinds of soil for tructures(Bridge works) complete including refilling trenches in 250mm layers, ramming and watering etc. & dressing of sides, bottom etc. including dewatering, shoring & strutting complete in ordinary soil, all depth including carriage of materials within all leads & lifts as per instructions of the Engineer-in-charge.

Providing & laying cement concrete work 1 : 4 : 8 (1 cement : 4 sand : 8 water borne stone aggregate 40mm nominal size)& curing complete excluding the cost of form work in foundation and plinth including entire carriage of materials within all leads and lifts.

Providing & laying cement concrete 1:3:6(1 cement:3 sand :6 water borne stone aggregate 20mm nominal size) and curing complete excluding the cost of form work in foundation and plinth including carriage of materials within all leads and lifts as per instructions of the Engineer-in-charge.

Providing & laying cement concrete 1:2:4(1 cement:2 sand :4 graded stone aggregate 20mm nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in walls (any thickness but not less than 0.10mtrs. Thickness) including attached pilasters buttresses etc. including carriage of materials within all leads and lifts as per instructions of the Engineer-in-charge.

Providing & laying cement concrete work 1: 1½ : 3( 1cement: 1½ sand:3 graded stone agg. 20mm nominal size) M-20 and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in walls (any thickness but not less than 0.10 mtr. thickness) attached pilasters, buttersses, plinth & string courses etc. from top of foundation level upto floor two level including carriage of materials within all leads and lifts as per instructions of the Engineer-in-charge.

Vertical surfaces such as walls (any thickness) partitions and the like i/c attached pillasters, butteresses, plinth and string courses and the like i/c entire carriage of materials within all leads and lifts.

Flat surfaces such as soffits of suspended floors, roofs, landings and the like floors etc. upto 200mm in thickness including carriage of materials within all leads and lifts as per instructions of the Engineer-in-charge.