Renovation of Water body Forest Park at Bindraban in Tehsil Palampur Distt. Kangra H P

Excavation in foundation trenches etc.in earth work in all kinds of soil such as pick work,jumper work,blasting in soft and hard rock and chiselling work including saturated soil slushy soil and under floor upto all depth and stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre) layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction of Engineer-in-charge with in all leads and lifts.

Providing and laying stone pitching on side slopes of guide banks of embankments and protection works incliding supply of stones and pre preparing surface complete as per direction of Engineer-in-charge with in all leads and lifts..

Providing and laying cement concrete 1:3:6 (One cement : three sand : six graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-charge

wire crates made of g.i wire filles with boulder with square cut faces against the wire (boulder filling to ate to be measured and paid for separately)as per direction of Engineer-in-charge with in all leads and lifts.

Boulder filling dry hand packed tightly as in wire crate vertical bunds with sloping face ( wire crate to be measured & paid separately)as per direction of Engineer-in-charge with in all leads and lifts.

Laying, jointing and testing of GMSERW pipe (Zinc Coated) with 96% circumfertianal butt welded joints and 4% flanged joints of total length by electrical arc welding (Weld thickness shall be equal to pipe wall thickness) confirming to BIS/ISO 3183-2007 of steel compressed with upto date ammendments for the following pipe diameter heaving wall thickness and flanged table as specified below and capable of required test pressure in a random length of 5.5 to 6.5 metre including cost of manufacturing/fabrication of reducers/tapers, all short pieces, bends parent tubes as per the requirements. The laying of pipe, whereever required shall include flanged joints dully welded in three layers (Two at outer side) at suitable spacing as per the direction of Engineer-in-charge. (Earth work in trenches and the cost of providing flanges including nuts and bolts to be measured and paid for separately) and all operations such as cutting and welding, jointing, fabrication of bends, tees, i.e. lowering and laying in trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respect shall be carried out to the entire satisfaction. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe and the pipes shall be factory coating both inside and out side as per relevant IS standard and the damage portion of the pipe and specials (if damage during laying, jointing made from the parent tube, shall be provided anticorrossive treatment by applying two coats of anticorrossive bitumenous paint over a priming coat specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/L&T or ISI marked make. The rates also includes materials within all lead and lifts, flushing, cleaning and hydraulic testing, DP test of butt welded jointgs complete in all respect to the best satisfaction of Engineer-in-charge. (Negative Tolerance should not be more than +/-3%

a) 250 milimetre dia. (Wall thickness 6.00 metre Table-5)

Providing and fixing of cast iron sluice valve of Kirloskar/Kartar/leader/Bir make of following diameter with hand wheel as per IS:14846-2000 (Class PN-1.0) including brass spindal as per 2906-1984 complete with nuts bolts and rubber insertion etc.complete in all respect with in all lead and lifts as per satisfaction of Engineer-in-charge.

a) 150 mm dia