Improvment of WSS Karjan, Sajla in GP Karjan tehsil Manali Distt. Kullu

Amount

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 to the entire staisfaction 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 cement concrete work 1:1.5:3 (1cement :1.5 sand: 3 graded crushed stone aggregate 20 mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. in: -

Foundation and plinth

Wall ( any thickness but not less than 0.10 mtrs. Thickness) including attached pillasters buttresses, plinth and string courses etc. from top of foundation level upto floor two level.

Suspended floors, roofs, landings, shelves and their supports, balconies, beams and girders, bressumers and cantilevers upto floor two level including all leads and lifts etc. complete in all respect.

Providing and laying tor steel reinforcement for RCC work including bending, binding and placing in position complete in all floor level with in all leads and lifts

Providing from work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish i/c cantering, shuttering, strutting and propping etc. with wooden battens & ballies, height of propping and centring below supporting floor to ceilling not exceeding 4 meters and removal of the same for in situ reinforced concrete and plain concrete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer-in-charge in: -

Vertical surfaces such as wall(any thickness) parti tions and the like including attached pilasters, buttresses, plinth and string courses and the like -

Flat surface such as soffits of suspended floors, roofs, landing and the like floors etc. Upto 200mm in thickness including all leads and lifts etc. complete in all leads and lifts.

Providing and fixing tank vent of 0.75 mtr dia and 0.60 mtrs in height considting of RCc 1:2:4 support frame and dome top cap provided with MS square vertical bar screen of 6mm , 0.075 meters centre to centre covered with mosquito proof GI wire mesh etc. complete in all respects within all leads and lifts as per direction of the Engineer-in-Charge.

Supplying and fixing cast iron Man hole cover for storage tank 23 Kg. Weight fixing in position complete in all respects.

Providing and Fixing brass full way valve with wheel of 80 mm dia (Heavy Duty) complete in all respect in all leads and lifts.

Fixing, jointing and testing of GMS tubes light grades of following diameter for inlet , outlet & scouring etc. complete including fitting with tees,unions,sockets as per IPH specification within all leads and lifts.

65 mm dia

80 mm dia

Laying, jointing and testing of GMS tubes light grades ( to be levelled to grade) in trenches including fitting with tees and other accessories, testing & commissioning complete as per IPH specification for house service connections within all leads and lifts and entire satisfaction of Engineer in charge.

225 mm dia PE 80 PN 4

AMAR CHAND NEGI

Roop chand