Providing Flood Protection works and Channelization on River Beas near village Dol in Tehsil Lad Bharol Distt Mandi HP SH Construction Providing of Bank Revetment on Right Bank of River Beas in Tehsil Lad Bharol District Mandi H.P under SDMF

Amount

Excavation in foundation, trenches etc.in all kinds of soil such as pick, jumper work, blasting in soft/hard rock, chieselling/wedging out of rock/where blasting prohibited saturated soil stacking the excavated soil as per directed by Engineer - in - charge,clear from the edge of the excavation and then returning the excavated soil in 15 cm layers, when required in to plinth , side of foundation etc. consoildating each deposited layers and then disposing of all surplus excavated earth in all classifications of soil upto each all leads and lifts , disposed earth to be levelled and neatly dressed as per direction and to the entire satisfaction of the Engineer in charge.

Earth work in excavation by mechanical means ( Hydraulic excavator)/manual means river areas ( exceeding 30 cm in depth, 1.5 mtr in width as well as 10 Sqm on plan) including getting out and disposal of excavated earth in all kinds of soil such as pick/jumper work in all leads and lifts as per the direction and to the entire satifaction of Engineer in charge.

Wire crates made of GI wire filled with boulders with square cut faces against the wire ( wire crates to be measured & paid separetely) (Boulder from quarry) including carriage of materials with in all leads and lifts and as per diection and to the entire satisfaction of the Engineer-in-charge.

Wire crates made of GI wire filled with boulders with square cut faces against the wire ( wire crates to be measured & paid separetely) (Boulder from site) including carriage of materials with in all leads and lifts and as per diection and to the entire satisfaction of the Engineer-in-charge.

Wire creates made of GI wire filled with boulders with square cut faces against the wire ( Boulder fillling to be measured and paid for separately) GI wire 5 mm thick corressponding to SWG- 6.15 cm * 15 cm double knot mesh). including carriage of materials with in all leads and lifts and as per diection and to the entire satisfaction of the Engineer-in-charge.

Providing and laying 15 cm thick sand filter layer on top of geofabric filter to protect it, including carriage of materials with in all leads and lifts and as per diection and to the entire satisfaction of the Engineer-in-charge.

Providing & laying of a geotextile between sand layer and embankment slopes in which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/revetment as well as to allow free movement of water without creating any uplift head on the revetment with in all leads and lifts and as per diection and to the entire satisfaction of the Engineer-in-charge.

Naresh Kumar (BID ID -504757)

SS RANA CONSTRUCTION PRIVATE LIMITED (BID ID -507048)

gagan ohri (BID ID -507060)