CO FIS Torti to Jangi in GP Jangi Tehsil Moorang Distt Kinnaur HP

Cutting in earth work in all classification such as pick work ,Jumper work , Jumper blast hard blasting by chesling where blasting is prohibited in saturated soil and disposal of all excavated earth upto all leads and lifts as per the direction of Engineer-in-charge.

Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 metres away from the edge of excavation and then returning the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by ramming , watering and then disposing of all surplus excavated earth as directed with in a lead of 20 metres in pick and and jumper work. Engineer-in-charge.

Providing & laying cement concrete1:4:8(1 cement :4 sand : 8 graded stone aggregate 40 mm nominal size) & curing complete in Foundation and plinth within all leads and lifts.

Providing and laying cement concrete 1:1/2:3 (1 cement:1/2 Sand :3 Graded stone aggregate 20mm nominal size and Curing complete excluding the cost of form work & reinforcement or reinforced concrete work in

foundation and pilth complete in all respect with in all leads and lifts.

wall (any thickness but not less then 0.10mtr thickness.)attached pilasters, buttresses,plinth and string courses etc from top of foundation level up to floor two level with in all leads and lifts.

Suspended floor etc within all leads and lifts.

Providing from work with steel plates 3.15 mm thick so as to give a fair finish including centering ,shuttering strutting and propping etc. height of propping and centering below supporting floor to cielling not exceeding 4.00 mtr and removal of the same for insitu reinforced concrete and plian concrete work in

vertical surface such as walls (any thickness) partitions and the like including atached pillaster buttresses,Plinth and String courses and the like with an all leads and lifts.

Flat Surface such as soffits of suspended floors, roofs,landings and the like .loors etc.upto 200 mm. In thickness with in all leads and lifts.

Laying mild/Tor Steel reinforcement for RCC work including bending and placing in position complete upto floor two level to the entire satisfaction of the Engineer in Charge Tor Steel with in all leads and lifts.

L/J and fixing scour pipe of 80 mm dia. With in all leads and lifts.

Providing and fixing Brass valve of 80 mm dia. Of nominal pressure and designaton PN- with cape within alll leads and lifts

Lowering, Laying, jointing HDPE pipe (confirming to IS 4984-2016 ) in proper position by butt fusion jointing procedure including hydraulic testing as per relevent IS Code complete with all materials for jointing procedures like butt fusion welding machine with hydraulic jack , top loading clamp etc. pump and accessories for hydraulic testing and all labours as directed by engineer in charges as confirming to IS- 7634 (Part -II):2012 amended upto date).

HDPE Pipe 315 MM

Providing and laying MS sheet 3mm thik

Applying priming coat over new steel and other metel with ready mixed priming paint brushing ,red oxide,zinc oxide chrome.

Painting two coat over new steel and other metal suface Anti corrosive paint other than white.

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