Restoration of rain damages of WSS Chilli and its surrounding area in GP Chilli in Tehsil Churah Distt Chamba HP

Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts.

Providing and laying cement concrete 1:3:6 (1 cement: 3 sand: 6 graded stone aggregate 40mm nominal size) excluding cost of centring & shuttering in.as per the directions of Engineer-in-charge.

Foundation and Plinth.

Providing and laying cement concrete 1:1½:3 (1 cement: 1½ sand: 3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in.as per the directions of Engineer-in-charge.

Foundation footings bases of columns and the like and mass concrete.all leaads and lifts as per the direction of Engineer in Charge

Walls (any thickness but not less than 0.1m) including attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level)within all leaads and lifts as per the direction of Engineer in Charge

Providing form work with steel plates 3.15mm thick welded with angle iron 30x30x5mm so as to give a fair finish including centring, shuttering, strutting and propping etc. with wooden batten and ballies, height of propping and centering below supporting floor to ceiling not exceeding 4 metres and removal of the same for insitu reinforced concrete & plain conrete work in.as per the directions of Engineer-in-charge.

Vertical surfaces such as walls (any thickness) partition and the like including attached pillasters, buttresses, plinth and string courses and the like.within all leaads and lifts as per the direction of Engineer in Charge

Flat surface such as soffits of suspended floors, roofs ,landing and like floor etc. upto 200 milmetres in thickness including all leaads and lifts as per the direction of Engineer in Charge

P/L cement concrete work 1:2:4(1cement:2sand:4graded stone aggregate 20mm nominal size)and curing complet excluding the cost of form work and reinforcemnet work,in suspended floor,roofs,landing and shelves and tdheir support Balconies,Beams,girders,bressumers and contilevers upto floor two level as per the direction and entire satisfaction of Engineer-in-Charge.

Providing mild steel/ tor steel reinforcement for R.C.C work including bending, binding &placing in position complete upto floor two level Tor steel.

Providing & Fixing cast iron cover 455x610 mm wt. of cover 23kg( including locking arrangment )

Laying in trenches galvanized mild steel tubes including fittings complete (earth work in trenches to be measured and paid for separately) 20 mm (Scour Pipe)

Providing & fixing wheel valve with wheel inlet & outlet , Scour pipe 20 mm dia

Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited and stacking the excavated earth up to all lifts, stacking the excavated soil up to all lead clear from the edge of excavation and then returniing the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and waterng and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. as per the direction of Engineer in charge

20 mm Dia

15 mm Dia