Minor Irrigation Department Tender

Code04 - Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work including cost of all machinery, labour etc complete with all lead and lifts and as per the directions of Engineer incharge of the work

Code05 - Providing and laying in-situ vibrated M-15 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for plain concrete works including cost of all materials, machinery, labour, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations including cost of all machinery, labour etc complete with all lead and lifts and as per the directions of Engineer incharge of the work

Code06 - Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/ sluice, sluice canal and other allied works like abutments/wingwalls/returns/cutoff walls works & all necessary works as directed and complete as per specification including cost of all machinery, labour etc complete with all lead and lifts and as per the directions of Engineer incharge of the work

Code07 - Steel Fabrication - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification - All other type of structures including cost of all machinery, labour etc complete with all lead and lifts and as per the directions of Engineer incharge of the work

Code08 - Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification including cost of all machinery, labour etc complete with all lead and lifts and as per the directions of Engineer incharge of the work Granular material

Code09 - Compacting original ground supporting embankment - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction including cost of all machinery, labour etc complete with all lead and lifts and as per the directions of Engineer incharge of the work

Code10 - Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work including cost of all machinery, labour etc complete with all lead and lifts and as per the directions of Engineer incharge of the work

Code11 - Providing casing embankment for breached / damaged portion of canal using approved pervious /semi-pervious soil in layers of 100 to 150 mm ( before compaction ) including cost of all materials, machinery, labour, all operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, sectioning sides / edges, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller or pneumatic / vibrating plate compactors with all other ancillary operations complete. from dump areas including cost of all machinery, labour etc complete with all lead and lifts and as per the directions of Engineer incharge of the work