Cauvery Neeravari Nigam Limited Tender

Karnataka, also known as Karunadu, is a state in the southwestern region of India. Karnataka was formed originally as Mysore State on 1st November 1956 and currently is the biggest state in south India. Its capital and largest city is Bengaluru. It covers an area of 191,791 km2 (74,051 sq mi) and is the sixth largest state by area comprising 31 districts. Karnataka is also a state of multiple languages; Kannada being the official and most widely spoken language in Karnataka. Other languages spoken in the state include Tamil, Telugu, Malayalam, Kodava, Konkani and much more.Karnataka tenders are issued by the government of Karnataka, public & private sector organisations. The state government issues majority of the Karnataka tenders, which are for goods and services including construction, road and bridge construction, IT services, engineering services, medical services, educational services amongst many others. Bidassist is one of the largest eprocurement portals, which offers all government tenders from across the world in one place. Bidassist offers information on all Karnataka tenders and other state and authority tenders in no time. Bidassist is a platform where users can look for various Karnataka tenders as well as other tenders.

Cauvery Neeravari Nigam Limited Tender

Works
Civil And Construction
Excavation
Opening Date17 Oct 2024
Closing Soon19 Nov 2024
Tender Amount₹ 4,22,77,264.28 
Notes
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Description

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code04 - 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, 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 and as directed by the engineer incharge of the work MIX 1:2:4 [M15] using 20mm nominal size graded crushed coarse aggregates

93.72

7262

680607.7608

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code05 - Providing and laying insitu vibrated M-15grade cement concrete using 40 mm down approved, clean, hard, graded aggregates with placing and sinking plums of size 150 to 80 mm upto 15 percent for piers/ gravity type retaining walls / abutments / other similar structures including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations complete with all lead and lift and as directed by the engineer incharge of the work

431.62

7321

3160127.411

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code06 - Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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 and as directed by the engineer incharge of the work M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

179.38

9340

1675534.766

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code07 - 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, 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 and as directed by the engineer incharge of the work M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

786.3375

8962

7047825.061875

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code08 - 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 complete with all lead and lift and as directed by the engineer incharge of the work

59.05

94510

5580845.025

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code09 - Providing casing embankment for breached/ damaged portion of canal using approved pervious/semipervious soil from borrow areas in layers of 100 to 150 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as collection of soil, spreading soil in layers of specified thickness, sorting out,breaking clods, sectioning, edges/ sides, watering, compacting each layer to density control of not less than 95 percent or as stipulated using power roller or pneumatic/ vibrating plate compactors etc., complete with all lead and lift and as directed by the engineer incharge of the work

4776.28

691

3304946.946

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code10 - Providing and Constructing contraction joints by fixing 230 mm wide central bulb typePVC water stop in single line supported by 10mm dia. steel dowel rods on either side at 1 meter interval including cost of all materials, machinery, labour, vulcanizing water seal joints etc., complete with all lead and lift and as directed by the engineer incharge of the work

181.5

603

109580.625

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code11 - Excavation and removal of silt and silt mixed with sand from canal bed in dry condition by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed etc., complete with all lead and lift and as directed by the engineer incharge of the work

823.8

299

246522.15

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code12 - Providing and laying reinforced cement concrete pipe NP3 750mm dia 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 complete with all lead and lift and as directed by the engineer incharge of the work

60

3501

210105

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code13 - Providing and laying Reinforced Cement Concrete pipe light duty NP2 300 mm dia for culverts, roadway utilities& crossingsas per IS 458:2003 in Single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing completeas per specifications complete with all lead and lift and as directed by the engineer incharge of the work

30

895

26869.5

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code14 - Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications complete with all lead and lift and as directed by the engineer incharge of the work

135.75

144

19670.175

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code15 - 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 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 and all other ancillary operations complete as per specifications and approved drawings. complete with all lead and lift and as directed by the engineer incharge of the work

0.63

185325

116754.75

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code16 - Design, fabrication, supply, erection and commissioning of embedded parts ( with top seal seat ) consisting of sill beam, wheel tracks, seal seats, guide rails, groove lining upto top with all accessories for vertical lift roller gate for canal escape / regulator including cost of all materials, machinery, labour, cutting, aligning, anchoring, welding, finishing, cleaning, applying one coat of zinc rich epoxy primer and four coats of cold applied coal tar epoxy paint complets as per specifications and approved drawings. complete with all lead and lift and as directed by the engineer incharge of the work

0.94

198450

186543

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code17 - Providing and constructing 300 mm thick dry rubble stone pitching 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, finishing and all other ancillary operations complete with all lead and lift and as directed by the engineer incharge of the work

285

477

136158.75

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code18 - Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications. complete with all lead and lift and as directed by the engineer incharge of the work

66

242

16008.3

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code19 - 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. by Mechanical means In area of thorny jungle complete with all lead and lift and as directed by the engineer incharge of the work

9600

508

4878720

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code20 - Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work complete with all lead and lift and as directed by the engineer incharge of the work.

787.5

99

78553.125

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code21 - 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. complete with all lead and lift and as directed by the engineer incharge of the work

10900

110

1201725

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code22 - 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 and as directed by the engineer incharge of the work

4780.5

497

2379254.85

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code23 - 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 complete with all lead and lift and as directed by the engineer incharge of the work

444.375

517

230030.71875

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code24 - 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. By Manual Means, Grading-I (63 mm to 45 mm) Using Screening Type A (13.2mm agg) complete with all lead and lift and as directed by the engineer incharge of the work

345

2821

973365.75

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code25 - 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. By Manual Means, Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) complete with all lead and lift and as directed by the engineer incharge of the work

345

2886

995825.25

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code26 - Construction of Granular Sub-Base Grade-III by Mix in Place Method by providing well graded Gravel, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification. complete with all lead and lift and as directed by the engineer incharge of the work

495

1498

741683.25

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code27 - 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. complete with all lead and lift and as directed by the engineer incharge of the work

550

2686

1477822.5

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code28 - 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. complete with all lead and lift and as directed by the engineer incharge of the work

2062.5

43

88790.625

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code29 - 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 complete with all lead and lift and as directed by the engineer incharge of the work

2062.5

12

25987.5

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code30 - Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 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 complete with all lead and lift and as directed by the engineer incharge of the work

103.125

8044

829542.65625

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code31 - 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. complete with all lead and lift and as directed by the engineer incharge of the work

51.5625

10659

549635.625



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