Cauvery Neeravari Nigam Limited Tender

Uni SR-2023-24, Volume 1, Page No 7, Item No 1.7 - Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction.Including all lead and lift and as directed by Engineer in charge

Uni SR-2023-24, Volume 1, Page No 7, Item No 1.8 - 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 all lead and lift and as directed by Engineer in charge

UniSR-2023-24, Vol-3, Page No 19, Item No 4.1 A v - Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material. Including all lead and lift and as directed by Engineer in charge

Uni SR-2023-24, Vol3, Page No 26, Item No 4.17 - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Including all lead and lift and as directed by Engineer in charge

Uni SR-2023-24, Vol3, Page No 29, Item No 5.1 A i - Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. Including all lead and lift and as directed by Engineer in charge

Uni SR-2023-24, Volume 3, Page No 29, Item No 5.3 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom.Including all lead and lift and as directed by Engineer in charge

Uni SR-2023-24, Volume 3, Page No 32, Sl No 5.6 - Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction. Including all lead and lift and as directed by Engineer in charge

Uni SR-2023-24, Vol 3, Page No 43, Item No 5.31 - Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.Including all lead and lift and as directed by Engineer in charge

Uni SR-2023-24, Volume 3, Page No 17, Sl No 3.6 - Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2. Including all lead and lift and as directed by Engineer in charge

Uni SR-2023-24, Vol3,P.No 26, Item No 4.14 B iia - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate,watering and compacting to the required density. Grading-II (53 mm to 22.4 mm) Mechanical means. (a) Using Screening Crushable type such as Moorum or Gravel Including all lead and lift and as directed by Engineer in charge

Uni SR-2023-24, Vol3, P.No 19, Item No 4.14 B ia - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/binding Materials to fill up the interstices of coarse aggregate,watering and compacting to the required density. Grading-I (63 mm to 45 mm) Mechanical means. (a) Using Screening Crushable type such as Moorum or Gravel.Including all lead and lift and as directed by Engineer in charge

Uni SR-2023-24, Vol 1, Page No.8, Item No 1.14.1 - 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 In all kinds of soils Depth upto 3 m. Including all lead and lift and as directed by Engineer in charge

Uni SR-2023-24, Vol 1, Page No 15, Item No 2.1.3 - Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. Including all lead and lift and as directed by Engineer in charge

Uni SR-2023-24, Volume 1, Page No 111 - Addition for formwork, centring and scaffolding for levelling course.(PCC concrete-Item No.16) including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications.Including all lead and lift and as directed by Engineer in charge

Uni SR-2023-24, Vol1, P.n 16-17, Item No 2.4.3 - 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. (The cost of steel reinforcement & formwork to be paid separately), M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Including all lead and lift and as directed by Engineer in charge

Uni SR-2023-24, Volume 1, Page No 111 - Addition for formwork, centring and scaffolding for M25 Box culvert.(RCC concrete-Item No.18) including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications.Including all lead and lift and as directed by Engineer in charge

Uni SR-2023-24, Vol1, Page No 18, Item No.2.11h - 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.Including all lead and lift and as directed by Engineer in charge