Cauvery Neeravari Nigam Limited Tender

code14 - 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 etc., Complete including loading and unloading charges all lead and lifts, loading and unloading charges as per the directions of engineeer incharge of work

code08 - 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 etc., Complete including loading and unloading charges all lead and lifts, loading and unloading charges as per the directions of engineeer incharge of work

code01 - 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 etc. Complete including loading and unloading charges all lead and lifts, loading and unloading charges as per the directions of engineeer incharge of work.

code15 - Providing and laying in position 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 necessary, includingall 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates etc., Complete including loading and unloading charges all lead and lifts, loading and unloading charges as per the directions of engineeer incharge of work

code09 - 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 per m2 using mechanical means etc., Complete including loading and unloading charges all lead and lifts, loading and unloading charges as per the directions of engineeer incharge of work

code06 - 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 etc., Complete including loading and unloading charges all lead and lifts, loading and unloading charges as per the directions of engineeer incharge of work

code04 - 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 etc., Complete including loading and unloading charges all lead and lifts, loading and unloading charges as per the directions of engineeer incharge of work

code12 - Semi Dense Bituminous Concrete - 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 etc., Complete including loading and unloading charges all lead and lifts, loading and unloading charges as per the directions of engineeer incharge of work

code16 - 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.Sub structure of Bridges etc., Complete including loading and unloading charges all lead and lifts, loading and unloading charges as per the directions of engineeer incharge of work

code02 - Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.In area of thorney jungle ( By mechanical means using dozer) etc., Complete including loading and unloading charges all lead and lifts, loading and unloading charges as per the directions of engineeer incharge of work.

code18 - 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 borrow area etc., Complete including loading and unloading charges all lead and lifts, loading and unloading charges as per the directions of engineeer incharge of work

code17 - 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 and masonry works in head walls and parapets Clause 1101.6 750 mm dia etc., Complete including loading and unloading charges all lead and lifts, loading and unloading charges as per the directions of engineeer incharge of work

code07 - Granular Sub-Base -Plant Mix Method - Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 For Grading -V Material etc., Complete including loading and unloading charges all lead and lifts, loading and unloading charges as per the directions of engineeer incharge of work

code13 - 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. etc., Complete including loading and unloading charges all lead and lifts, loading and unloading charges as per the directions of engineeer incharge of work

code11 - Tack coat on Bitumen surface Providing and applying tack coat with VG-10 Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom etc., Complete including loading and unloading charges all lead and lifts, loading and unloading charges as per the directions of engineeer incharge of work.