Providing Flood Protection Work to protect the Harizan Basti in village Khad in Distt. Una (HP) (Sub Head C/O Earthen embankment including crated apron and stone pitching from RD. 5750/150 to 5750/400 on Right Bank of Khad )

Amount

Earthen embankment including crated apron and stone pitching.

Excavation in earth work upto all depths in all classifications of soil such as spade work, jumper work, i/c pick work saturated soil including bailing of pumping out water, blasting, soft/hard rock or chiselling soft/hard rocks where blasting is prohibitted in all lifts i/c triming and dressing of sides, levelling of beds to correct grade i/c shorting,strutting, plankings, timbering and dewatering wherever required, stacking the serviceable/ unserviceable material/soil separately and then disposing of all excavated earth upto all leads and lifts, disposed earth to be levelled and neatly dressed as per entire satisfactions of the Engineer-in-charge.(Spade Work).

Excavation in earth work in all kinds of soil & banking in 20 cm layers i/c breaking clods, ramming/rolling & dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for pervious shells as per satisfactions of the Engineer-in-charge.(The earth work should be of approved parameter from borrow area for filling in embankment and laid as per specifications). (Good earth).

Excavation in earth work in all kinds of soil & banking in 20 cm layers i/c breaking clods, ramming/rolling & dressing ground for the purpose of making embankments or filling up ground depressions up to all leads lifts for pervious shells as per satisfactions of the Engineer-in-charge.(The earth work should be of approved parameter from borrow area for filling in embankment and laid as per specifications). (Local earth).

Providing and laying geotextile filter behind stone pitching and crated apron having thickness of not less than 2.50mm(two and half) & minimum weight 275 grams/ squaremeters(two hundred seventy five) in minimum width 4 mtr. i/c lap folding and jointing etc. not less than 4.00 mtr. in width complete i/c carriage of materials within all leads & lifts

Wire crates made of G.I wire filled with boulders with square cut faces against the wire(boulders filling to be measured & paid for separately) with G.I wire 5.00 mm thick corresponding to(SWG-6)of 15x15cm mesh in apron and sloping pitching including carriage of materials within all leads and lifts.

Providing & laying stone filling in apron & toe wall protection work of guide banks embankement in wire crates made of G.I wire filled with boulders with squate cut faces against the wire(wire crates to be measured and paid for separately) i/c carriage of materials within all leads and lifts.

Providing & laying stone pitching on side slopes of guide bank with boulders with square cut faces against the wire(wire crates to be measured and paid for separately).including entire carriage of material within all leads & lifts and as per directions of the Engineer-in-charge.

M/S P.S ENTERPRISES

Sahil ohri

Ankush Dhiman

Yash Pal Sharma

Gaurav Attri

parmod kumar

Mohit Kaushal

aditya govt. contractor

ASHOK KUMAR