Swan River Flood Management Project form Daulatpur Bridge to Gagret Bridge in Main Swann River and all tributaries joining main Swan River From Daulatpur Bridge to Santokhgarh Bridge in Distt. Una HP Phase-4th Badshali Khad

Amount

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.

Excavation in earth 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 impervious earthen core as per satisfactions of the Engineer-in-charge. (The earth should be of approved parameters from borrow area for filling in embankment and laid as per specifications).(Good earth) as per direction of the Engineer-in-Charge.

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 should be of approved parameters from borrow area for filling in embankment and laid as per specifications). (Local earth) as per direction of the Engineer-in-Charge.

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 confirming to specifications as per terms & conditions and as per direction of the Engineer-in-Charge.

Providing 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 and as per direction of the Engineer-in-Charge.

Providing & laying stone filling in apron and toe wall of guide banks for protection work embankement in wire crates made of G.I wire filled with boulders with square 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 embankment in wire crates made of GI wire filled 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 and as per direction of the Engineer-in-Charge.

Providing and laying River Bed Material on top of embankment including watering, ramming, rolling, consolidating and dressing complete in all respect including carriage of materials within all leads & lifts as per entire satisfactions of the Engineer-in-charge.

BACHITTAR SINGH AND CO

udayveer singh

Rajan Thakur

Lalit Joshi

SHIV KANT PRASHAR

Deepankar Singh Kanwar

Lakhwinder Infrastructures

Pershant Rai

Thakur Constructions