Repairs to the Lining and Improvements to Service road at 2.2km to 3.8km of Dy-47 of BMC under MLI Stage - III.

Removing PCC /Shahbad slabs from the side lining of canal carefully and stacking the same on road side / canal bed as directed with all other ancillary operations complete all lead and lift and as directed by Engineer Incharge.

Providing and fixing LDPE sheet for bed and sides of canal including cost of all materials, labour,laying and joining as per specifications etc.,Using 500 micron thick LDPE sheet. Complete with all lead and lift and as directed by Engineer Incharge.

Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height.The granite/trap/ basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes,labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. complete with all lead and lift and as directed by Engineer Incharge.

Providing and laying insitu vibrated M-15 grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour,cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature, finishing side slopes, curing with all other ancillary operations complete with all lead and lift and as directed by Engineer Incharge.

Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm ( before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, sectioning edges / sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller and all other ancillary operations complete with all lead and lift and as directed by Engineer Incharge.