Cauvery Neeravari Nigam Limited Tender

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The Cauvery Neeravari Nigam Limited has issued a formal invitation for competitive bids for Improvements And Reconstruction Of Damaged Waste Weir And Tank Sluice Of Chikkaballi Tank, Improvements To Mayappanahalli-chikkaballi Atchkat Road & Improvements To Anasosalu Pickup Under Kbr in Mandya, Karnataka, with an estimated contract value of Rs. 4,13,83,277. The bid opening date for this tender is 20-02-2025 and the last date for bid submission is 06-03-2025. Interested bidders for Cauvery Neeravari Nigam Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Cauvery Neeravari Nigam Limited Tender

Opening Date20 Feb 2025
Closing Date6 Mar 2025
Tender Amount₹ 4,13,83,277.91 
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code01 - Cutting and stacking bamboos excluding removing stumps and roots with all other ancillary operations complete.Complete with all lead and lift as per the direction of engineer in charge

30

28

850.5

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code14 - Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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. Complete with all lead and lift as per the direction of engineer in charge

1211.42

6639

8042799.093

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code27 - 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. Ref to MORTH Spec.305,Complete with all lead and lift as per the direction of engineer in charge

352.5

517

182471.625

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code17 - Addition of Formwork, cenetering & Scaffolding for CULVERT HEAD WALLS for Reinforced cement concrete M20 Using 20 mm nominal size graded crushed coarse aggregates 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 including cost and conveyance of all materials, Labour, hire charges of machineries and equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc, Complete with all lead and lift as per the direction of engineer in charge

42.61

531

22631.4493

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code13 - Addition of Formwork, cenetering & Scaffolding for EARTH RETAINING STRUCTURES for M-20 Using 40mm and down coarse aggregates and 28 days cube compressive strength, Cement content of 320 kg/m3 for Gravity type retaining walls, by-pass weirs, Cantilever/counterfort retaining walls, skin walls and similar works including cost and conveyance of all materials, Labour, hire charges of machineries and equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc, Complete with all lead and lift as per the direction of engineer in charge

1767.84

690

1220658.1632

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code10 - Providing and fixing 25 mm dia 3 m long cold twisted defomed steel dowel bars with one end driven into 38 mm dia 1.50 m deep hole drilled in bed rock and other end provided with L - bend for embedding in concrete / masonry of over flow / non-over flow blocks and other appurtenant works including cost of all materials, machinery, labour, drilling and cleaning hole, filling hole with thick cement slurry, driving anchor rod and all other ancillary operations complete. Complete with all lead and lift as per the direction of engineer in charge

150

1412

211837.5

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code16 - Addition of Formwork, cenetering & Scaffolding for CEMENT CONCRETE DRAIN WALLS for Reinforced cement concrete M20 Using 20 mm nominal size graded crushed coarse aggregates 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 including cost and conveyance of all materials, Labour, hire charges of machineries and equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc, Complete with all lead and lift as per the direction of engineer in charge

604.8

2323

1405373.76

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code06 - De-silting of Feeder Channel/Canal in dry condition by excavating the deposited bed material and disposing off the same by stacking/formation of Embankment or as directed including cost of all machinery, labour & all necessary works as directed and complete as per specification.Complete with all lead and lift as per the direction of engineer in charge

2250

98

222075

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code26 - 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. Complete with all lead and lift as per the direction of engineer in charge.

2235

497

1112359.5

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code05 - Providing and placing sand bags consisting of empty cement bags filled with 35 to 40 kg locally available sand for forming ring bund including plugging the joints with selected earth, cost of all labour,materials etc., Complete with all lead and lift as per the direction of engineer in charge

11703

71

835594.2

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code23 - Providing and fixing 50 mm diameter and 300 mm long perforated GI pressure relief pipe with one end closed by perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes etc., Complete with all lead and lift as per the direction of engineer in charge.

110

316

34765.5

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code22 - Providing and constructing 300 mm thick 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, labour, hand packing / wedging stone chips into joints, finishing and all other ancillary operations complete.Complete with all lead and lift as per the direction of engineer in charge.

648

407

263995.2

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code02 - Removing stumps, tree roots, roots of bamboo clusters etc., upto 1.50 m girth including excavation, stacking the materials neatly and levelling the surface etc., complete with all lead and lifts as per specification.Complete with all lead and lift as per the direction of engineer in charge

30

26

803.4

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code07 - Earth work excavation by Mechanical means in all kinds of soils Depth upto 3 m 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.Complete with all lead and lift as per the direction of engineer in charge

6733.19

107

721124.649

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code11 - Providing and laying in position plain cement concrete Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Complete with all lead and lift as per the direction of engineer in charge

608.68

6288

3827653.746

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code09 - Providing rubble stone / boulder filling behind abutment / below apron including cost of all materials, labour, hand packing, finishing top surface etc., Complete with all lead and lift as per the direction of engineer in charge

235.3

1341

315749.07

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code03 - Clearing and grubbing road land by Mechanical means using Dozer in area of light jungle 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, Ref to MORTH Spec.201,Complete with all lead and lift as per the direction of engineer in charge.

200

412

82530

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code15 - Addition of Formwork, cenetering & Scaffolding for FOUNDATION, SUB STRUCTURE OF CROSS DRAINAGES for Reinforced cement concrete M20 Using 20 mm nominal size graded crushed coarse aggregates 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 including cost and conveyance of all materials, Labour, hire charges of machineries and equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc, Complete with all lead and lift as per the direction of engineer in charge

351.23

331

116594.3108

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code25 - Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator. Ref to MORTH Spec.305.4.3, Complete with all lead and lift as per the direction of engineer in charge

9400

5

49350

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code20 - Providing casing embankment using semi-pervious / pervious approved soil from borrow areas in layers of 250 to 300 mm (before compaction ) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layer of specified thickness, sorting out, breaking clods, levelling, 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 as per the direction of engineer in charge

1258.88

660

831427.296

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code08 - Providing rubble and sand filling in layers of 250 to 300mm including cost of all materials, machinery, labour, watering, ramming and all other ancillary operations complete. Complete with all lead and lift as per the direction of engineer in charge

155.93

2205

343825.65

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code28 - Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 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. A. By mannual means. MORTH Specification No. 404 - Using Screening Crushable type such as Moorum or Gravel for grading I . Complete with all lead and lift as per the direction of engineer in charge

528.75

2649

1400738.0625

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code04 - Filling clayey soil between two rows of sand bags placed for forming ring bund including cost of all materials, labour,tamping, plugging leakage points and all other ancillary operations complete. Complete with all lead and lift as per the direction of engineer in charge.

2530.25

506

1280559.525

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code21 - Design, fabrication, supply, erection, testing and commissioning of fixed wheel type vertical lift gate ( with top seal ) consisting of skin plate, siffeners, horizontal and vertical girders, wheels, guide rollers, rubber seals etc., with all accessories for canal escape / regulator vent including cost of all materials,machinery,labour,cutting, aligning, welding,finishing, cleaning, applying one coat of zinc rich epoxy primer and three coats of cold applied coal tar epoxy paint, seal fixing etc., Complete with all lead and lift as per the direction of engineer in charge.

1.67

185325

309492.75

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code19 - Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement for All other type of structures 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.Complete with all lead and lift as per the direction of engineer in charge

57.51

82961

4771118.7405

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code18 - Addition of Formwork, cenetering & Scaffolding for EARTH RETAINING STRUCTURES for Reinforced cement concrete M20 Using 20 mm nominal size graded crushed coarse aggregates 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 including cost and conveyance of all materials, Labour, hire charges of machineries and equipment, lead and lift, loading and unloading charges, transportation and all other incidental charges etc, Complete with all lead and lift as per the direction of engineer in charge

212.78

663

141268.8976



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