Flood Protection Work

Amount

Excavation in foundation and trenches etc. in earthwork lift upto 1.5 m, stacking the excavated soil not more than 3 m clear from the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundation Complete in all respect with in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge .

Excavation in earth work and disposal of all excavated earth upto a lead of 20mtrs.and lift upto 1.50mtrs. Disposed work earth to be levelled and neatly dressed in spade work Complete in all respect with in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge .

Providing and laying geotextile filter behind stone pitching and crated apron having thickness of not less than 2.00mm(two ) & minimum weight 250 grams/ squaremeters(two hundred fifty) 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 as per direction and to the entire satisfaction of Engineer-in-charge.

Wire crates made of GI wire 5mmtk. (SWG 6 )filled with square cut faces against the wire in embankment sloping aprons(boulders filling to be measured and paid for separately) 15x15 cms mesh GI wire 5.00mm thick complete i/c carriage of materials within all leads & lifts as per direction and to the entire satisfaction of Engineer-in-charge .

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

Providing, laying stone filling in apron of guide banks embankment 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 sepecately) including carriage of material Complete in all respect with in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge

Providing laying stones/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.

Providing & laying cement concrete 1:4:8 (1 cement : 4 Sand :8 graded stone aggregate 20 mm nominal size ) and curing complete excluding cost of centring & shuttering in foundation & plinth. Complete in all respect with in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge

Providing & laying cement concrete 1:3:6 (1 cement : 3 Sand :6 graded stone aggregate 20 mm nominal size ) and curing complete excluding cost of centring & shuttering in foundation & plinth. Complete in all respect with in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge

Providing form work with steel plates 3.15 mm thick welded with angle iron in frames 30 x30 x 5 mm so as to give a fair finish i/c centring,shuttering,strutting & propping etc. with wooden battens & ballies, height of propping & centring below supporting floor to ceiling not exceeding 4 mts. & removal of the same for in situ-reinforced concrete & plain concrete work in :- Vertical surfaces such as walls (any thick.) partitions & the like i/c attached pillasters, buttresses, plinth & string courses & the like

Vertical surface such as wall any thickness(0.10m tk) partition and the like including attached pillasters,buttreses,plinth and string courses etc. with in all lead and lifts as per direction of Engineer-in-Charge.

Providing weap holes in retaining walls with 100mm dia P.V.C.pipe extending through the full width of the structure with slope of 1:20 (1 Vertical : 20 Horizonta )towards drawing the face complete as per the drawing and techanical specification including carriage of materials and all lead and lifts as per direction and to the entire satisfaction of Engineer-in-charge .

Stone filling behind retaining wall and breast wall complete in all respect with in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge .

Rajan Thakur

M/s Ashwani Kumar Govt. Contractor

M/s R.K Mahajan Govt Contractor

SS RANA CONSTRUCTION PRIVATE LIMITED