Minor Irrigation Department Tender

Item No 1.12, Volume-4 Part II, MI SR 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 3.11, Volume-4 Part II, MI SR PAGE No-39 - Providing rubble and murum filling in layers of 250 to 300 mm including cost of all aterials,machinery, labour, watering, ramming and all other ancillary operations complete complete as per detailed specification and as directed by Engineer-in-charge

Item No 1.2, Volume-4, PAGE No-129 - Providing impervious filling adjacent to masonry / concrete structure and filling trial pits with soil available in adjacent area in layers of 100 to 150 mm and compacting each layer to density control of not less than 95 percent using pneumatic tampers or by vibratory earth rammers including cost of all materials, machinery, labour, picking previous layer, spreading soil in layer, breaking clods, watering & all necessary works as directed and complete as per specification.

Item No 1.1 Volume-IV, PAGE No-129 - Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour & all necessary works as directed and complete as per specification. Complete with all lead and lift and engineer in charge