Restoration of rain damages of WSS Old Manali Tehsil Manali Distt Kullu H.P.

Amount

Demolition below G.L. upto 1.50Metres depth and disposal of unserviceable materials within 20 metres lead:Un-reinforced cement concrete more than 15 cm. Thickness.

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.

Laying, jointing (by way of circumfrential butt welded joints by electrical arc welding) and testing of Galvanized mild steel tubes (G.I. pipe) of following dia meters confirming to IS1239-2001(latest with upto date amendments) having wall thickness as specified below with bevelled/plain ends in a random length of 4 to 7 meters, including manufacturing reducers/tapers, all short pieces, bends etc. as per site requirements made from parent tubes. The laying of pipe will include all operation such as cutting, welding and jointing, fabrication of bends, tees, etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The damaged portion of the pipes and specials made from the parent tube during welding or otherwise shall be provided anticorrisive treatment by applying two coats of anticorrosive bituminous paints over a priming coat as per AWWA specifications C-203-1978. The welding electrods shall be as per IS 814 of Advani Oerlikon/L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfation & direction of Engineer in charge with in all leads and lifts(Earth work in trenches will be measured and paid for separately) (Labour rate)

65mm dia (HG) WL-4.50 mm

Providing and laying cement concrete 1:2:4 )1cement 2 sand 4 graded stone agg.20mm nominal size )and curing complete excluding cost of form work in foundation and plinth within all leads and lifts

Kishori Lal (BID ID -522892)

CHAMAN NAYYAR (BID ID -522770)

Zakir Hussain (BID ID -522094)

Chitar Singh (BID ID -521435)

AMIT CHOUDHARY (BID ID -523014)

ANOKH RAM (BID ID -523209)

Karma (BID ID -523156)