Flood Protection work on Right Flood bank of River Vansadhara near village Bainaguda in Rayagada District.

Earthwork in excavation, loading, unloading and carriage by mechanical means in all kind of soil including stoney earth, gravel and moorum etc. interspread with boulders upto 1/2 cum size for base stripping including dressing and leveling the bed to design section and disposal of unutilized excavated soil away from work site in the specified spoil yard with all leads, lifts and delifts, including dewatering, trimming of slopes and bed with all labour & machineries required for the work, cess and taxes but excluding GST etc. complete in all respect as per the approved drawing, specification and direction of the Engineer-in-Charge. (Measurement is to be taken on the finished level section).

Providing dry rubble rock toe/ Launching apron with quarried and hard stones of 30 cm and above from approved quarry free from weathered skin and any other deleterious materials including dumping on slopes, filling interstices with small stones and wedged and packing surface to proper line and level including fixing wave breaker etc complete with all cost, conveyance, royalty, additional charges, DMF, EMF & taxes on all materials and machineries excluding GST but including quality control charges & cess with all leads, lifts and delifts and all labour required for the work etc. complete as per approved drawing, specification and direction of the Engineer in charge. (Measurement is to be taken on the finished level section and no deduction towards voids will be made).

Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014 :2012, MORT&H Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ± 2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedge with partitions at every 1m Interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per direction of Engineer-in-charge. Unit = cum Taking output =2x1x1m=2 cum