Minor Irrigation Department Tender

Item No 1.15.1, Volume-I, PAGE No-8 - Earth work excavation for Foundation by mechanical means for all works & depth up to 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift up to 1.5 m including cost of labor, tools, usage of machinery & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth. complete with all lead and lift, loading and unloading charges, labor equipment and hire charges of machineries cost and conveyance of all materials, including shoring and strutting including dewatering etc, complete as per detailed specification and as directed by Engineer-in-charge

Item No 2.13, Volume-4 : Part II, PAGE No-39 - 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, labor, cleaning, providing mortar layer for lift joints, batching, mixing, placing in position, leveling, vibrating, finishing, curing with all other ancillary operations complete, complete with all lead and lift, loading and unloading charges, labor equipment and hire charges of machineries cost and conveyance of all materials, including shoring and strutting including dewatering etc, complete as per detailed specification and as directed by Engineer-in-charge

Item No 1.12 Volume-4 : Part II, PAGE No-130 - 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 plasticizers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labor, Usage charges of machinery, curing, centering, formwork and scaffolding 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/wing walls/returns/cutoff walls works & all necessary works as directed and complete as per specification, complete with all lead and lift, loading and unloading charges, labor equipment and hire charges of machineries cost and conveyance of all materials, including shoring and strutting including dewatering etc, complete as per detailed specification and as directed by Engineer-in-charge

Item No 2.11 e, Volume-I , PAGE No-18 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labor, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancillary operations complete as per drawing and technical specification, e. Dam & Allied Works, complete with all lead and lift, loading and unloading charges, labor equipment and hire charges of machineries cost and conveyance of all materials, including shoring and strutting including dewatering etc, complete as per detailed specification and as directed by Engineer-in-charge

Item No 1.8,Volume-4 Part II, Pg No-130 - Providing rubble stone/boulder filling between or behind abutment below apron including cost of all materials, labor, hand packing, finishing top surface & all necessary works as directed and complete as per specification., complete with all lead and lift, loading and unloading charges, labor equipment and hire charges of machineries cost and conveyance of all materials, including shoring and strutting including dewatering etc, complete as per detailed specification and as directed by Engineer-in-charge

Item No 3.6, Volume-4 - Part II, SR PAGE No-48 - Providing casing embankment using semi-pervious / pervious soil from dump areas in layers of 250 to 300 mm (before compaction) including cost of all materials, machinery, labor, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, leveling, 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, complete with all lead and lift, loading and unloading charges, labor equipment and hire charges of machineries cost and conveyance of all materials, including shoring and strutting including dewatering etc, complete as per detailed specification and as directed by Engineer-in-charge

ItemNo3.41.2, Volume-4 Part IV PG No- 54 - Providing and constructing dry rubble stone pitching with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labor, hand packing / wedging stone chips, finishing and all other ancillary operations complete. 300mm thick. complete with all lead and lift, loading and unloading charges, labor equipment and hire charges of machineries cost and conveyance of all materials, including shoring and strutting including dewatering etc, complete as per detailed specification and as directed by Engineer-in-charge

Item No 19.2.1, Volume-II, SR PAGE No-187 - Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge.