Minor Irrigation Department Tender

Item No 2.13, Volume-4 Part II, MI SR 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, 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 2.11e, 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, MI SR PAGE 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 3.44.1, Volume-4 Part II, MI SR PAGE No-54 - Providing and constructing dry size stone pitching using 200 to 250 mm size stones 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 into joints, finishing and all other ancillary operations complete. 300 mm 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 2.29, Volume-4, PAGE No-41 - Providing impervious embankment adjacent to masonry / concrete structure and filling trial pits using impervious approved soil from borrow area in layers of 100 to 150 mm ( before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, picking previous layer, spreading soil in layer of specified thickness, sorting-out, breaking clods, levelling, sectioning edges / sides, watering, compacting to density control of not less than 95 percent using pneumatic tampers / vibrating earth rammers and all other ancillary operations 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 1.1 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 : 4proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all aterials, machinery,labour & all necessary works as directed and 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 2.8a, Volume-3 common, SR PAGE No-10 - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete,wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead

Item No 1.15 P.No8 Vol-1 Common SR 2023-24 - 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 costof labour, tools, usage of machinery & other appurtenaces required to complete the work complete with all lead and lift.

Item No 16.15.b, Volume-3 common, SR PAGE No-146 - Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete andmasonry works in head walls and parapets Clause 1101.6 complete with all lead and lift of dia 1000mm

Item No 8.18 Volume-3 common, SR PAGE No-67 - Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting complete with all lead and lift.