Karnataka 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.

Karnataka Neeravari Nigam Limited - KNNL Tender

Works
Civil And Construction
Irrigation Work
Opening Date16 Nov 2024
Closing Date3 Dec 2024
Tender Amount₹ 9,09,59,823.97 
Notes
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Costs

Summary

Construction Of Salapura Main Canal From Ch 0.00 To 1.00km Including Structures Under Salapura Lis.

Description

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BOQ Items

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3.8 - Providing casing embankment using semi-pervious/pervious soil collected in embankment area in heaps as part of disposal of excavated soil from canal in layer of 250 to 300 mm (before compaction) including cost of all materials, machinery, labour, all other operations such as 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 by power roller etc., complete with all lead and all lifts, as directed by Engineer-in-charge.

1110

138

153846

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3.3 - Providing casing embankment using semi-pervious / pervious soil from approved 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 etc., complete with all lead and all lifts, as directed by Engineer-in-charge.

5682.89

660

3753264.7005

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3.2 - Providing hearting embankment using selected impervious 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 percentor as stipulated using power roller etc., complete with all lead and all lifts, as directed by Engineer-in-charge.

3162.15

538

1703292.0975

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2.4.1 - Providing and laying in position Reinforced cement concrete Mix 1:2:4 (M15) 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 with all lead and all lifts, as directed by Engineer-in-charge.

10.94

6724

73562.748

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3.26.1 - Providing and laying insitu vibrated M-15 grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for side lining of canal including cost of all materials, machinery, labour,cleaning, batching, mixing, formwork, supports, placing in position, levelling, vibrating, finishing junction of bed and sides to required curvature, finishing side slopes, curing with all other ancillary operations complete with all lead and all lifts, as directed by Engineer-in-charge.

66.66

8688

579192.075

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3.24.1 - Providing and laying 80 mm thick in-situ M-20 grade cement concrete using 20 mm down approved, clean, hard, graded aggregates for canal lining deploying batching plant, transit mixer and vibratory cylinder type mechanical paver including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, forming contraction joints, fixing PVC joint sealing strips,finishing, curing, shifting of paver from one side to other side of canal with all other ancillary operations complete with all lead and all lifts, as directed by Engineer-in-charge.

6797.61

779

5296017.951

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3.25 - Dismantling, shifting and re-erecting mechanical concrete paver and DG set with all accessories across canal CD work or such other locations where dismantling, shifting, re-erecting and aligning of paver is necessary for continuing further canal lining work including cost of all materials, machinery, labour and all other ancillary operations complete with all lead and all lifts, as directed by Engineer-in-charge.

7

13783

96483.45

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3.37.1 - Providing and fixing 20 mm thick 80 mm depth tarfelt expansion joint filler board for cement concrete lining of canal including cost of all materials, labour and all other ancillary operations complete with all lead and all lifts, as directed by Engineer-in-charge.

513.46

75

38817.576

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8.16 (iii) - Reinforced cement concrete M15 grade 200 m stone (precast) stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc ,complete with all lead and all lifts, as directed by Engineer-in-charge.

4

884

3536.4

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8.16 (ii) - Reinforced cement concrete M15grade Ordinary kilometer stone (precast) of standard design as per IRC:8-1980, fixing in position including painting and printing etc, complete with all lead and all lifts, as directed by Engineer-in-charge.

1

3073

3073.35

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2.1.3 - Providing and laying in position 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 machinery, curing, and all the other appurtenances required to , complete with all lead and all lifts, as directed by Engineer-in-charge.

173.34

6288

1090039.923

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2.11 f - 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 with all lead and all lifts, as directed by Engineer-in-charge.

285604.53

94

26992484.1303

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4.7 - Providing and laying insitu vibrated M-15 grade 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, 5% for Formwork, Centering & Scaffolding included) etc,complete with all lead and all lifts, as directed by Engineer-in-charge.

1699.44

6988

11876961.3

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4.8 - Providing and constructing un-coursed rubble stone masonry with approved stones in CM 1 : 4 proportion by volume portions of return walls/ abutments/ similar structure including cost of all materials, labour, cleaning, batching and mixing mortar, packing mortar and wedging stone chips into joints, finishing, curing and all other ancillary operations complete with all lead and all lifts, as directed by Engineer-in-charge.

72.45

4528

328100.6925

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2.4.2 - 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 andfine 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,(5% for Formwork, Centering & Scaffolding included)etc, complete with all lead and all lifts, as directed by Engineer-in-charge.

97.8

6971

681774.558

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2.4.3 - Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for all 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, (5% for Formwork, Centering & Scaffolding of substructure & 10% for piers included)etc, complete with all lead and all lifts, as directed by Engineer-in-charge.

685.63

7307

5010152.0931

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2.4.4 - Providing and laying in position Reinforced cement concrete M30 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 with all lead and all lifts, as directed by Engineer-in-charge.

99.5

7433

739589.47

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2.5.2 - Providing and laying in position Reinforced cement concrete M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for all Super structures of building, Irrigation works, Super 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,(5% for Formwork, Centering & Scaffolding of Parapet wall & 20% for solid slab super structure included)etc, complete with all lead and all lifts, as directed by Engineer-in-charge.

166.85

8217

1371141.5985

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2.5.2 - Providing and laying in position Reinforced cement concrete M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates for all Super structures of building, Irrigation works, Super 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 with all lead and all lifts, as directed by Engineer-in-charge.

1147.97

12456

14299757.1832

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4.15 - Providing and filling Murrum/Gravelly soil (CNS soil) for foundation or around pipes including cost of all materials, labour, spreading in layers of 100 to 150 mm, breaking clods, ,watering, compaction by earth masters to acheive density control of not less than 90 percent etc., complete with all lead and lifts, as directed by Engineer-in-charge.

6561.37

861

5649339.57

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6.27 - 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 etc., 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 etc., complets as per specifications and approved drawings with all lead and all lifts including packing / forwarding charges for other materials complete with all lead and all lifts, as directed by Engineer-in-charge.

0.41

198450

81364.5

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6.28 - 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 etc., 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 etc., complets as per specifications and approved drawings with all lead and all lifts including packing / forwarding charges for other materials complete with all lead and all lifts, as directed by Engineer-in-charge.

0.27

185325

50037.75

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6.29 - 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 as per specifications and approved drawings with all lead and all lifts including packing / forwarding charges for other materials complete with all lead and all lifts, as directed by Engineer-in-charge.

1.71

50085

85645.35

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16.3.2 - Supplying 300mm dia Pipe S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey, complete with all lead and all lifts, as directed by Engineer-in-charge.

7.5

1398

10489.5

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16.3.10 - Supplying 900mm dia Pipe S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey, complete with all lead and all lifts, as directed by Engineer-in-charge.

7.5

5096

38225.25

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13.15 (iii) - 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 with all lead and all lifts, as directed by Engineer-in-charge.

324.4

242

78683.22

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2.26 - Providing and constructing contraction joints by fixing 230 mm wide central bulb type PVC water stop in single line supported by 10 mm dia. steel dowel rods on either side at 1 metre interval including cost of all materials, machinery, labour, vulcanizing water seal joints etc., complete with all lead and all lifts, as directed by Engineer-in-charge.

286

603

172672.5

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12.8 - Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete with all lead and all lifts, as directed by Engineer-in-charge.

1136000

-

795200

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3.41.2 - Providing and constructing 300mmthick dry rubble stone pitching with pin headers at 2 per sqm using stones and stone chips from approved source including cost of all materials, labour, hand packing / wedging stone chips, finishing etc., complete with all lead and all lifts, as directed by Engineer-in-charge.

1742.23

477

832350.3825

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4.2 - Providing and fixing 25 mm dia 2.50 m long cold twisted deformed steel anchor rod with 1.25 m length driven into 38 mm dia hole drilled in bed rock and remaining length embedded inconcrete / masonry including cost of all materials, machinery, labour, drilling and cleaning hole,filling hole with thick cement slurry, driving anchor rod etc.,complete with all lead and all lifts, as directed by Engineer-in-charge.

309

1312

405562.5

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FMD-4 - Providing ,installing & erecting in correct line and level,fiber glass reinforced plastics (FRP) parshall flume on calculated hump level of following sizes and discharge capacities,for accurate measurement of water flowing through open channel with prefabricated fiber glass lining moulded engraved gauge marking (in lit/sec and in cms) including dischargetable, capacity marking, flow direction,sand treatment on the back side of flume,testing,etc.(Excluding CBL and hump preparation, canal section and other concrete required for hump, U/s and D/S slopes of hump etc.) complete with all lead and all lifts, as directed by Engineer-in-charge.

1

584133

584133.2

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FMD-3 - Providing ,installing & erecting incorrect line and level,fiber glass reinforced plastics (FRP) cut throat flume (CTF) measuring devices on calculated hump level for accurate measurement of water flowing through open channel, with prefabricated fiber glass lining moulded engraved gauge marking (inlit/sec and in cms.) including discharge table,capacity marking, flow direction,sand treatment on the back side of flume,testing,etc. (Excluding CBL and hump preparation,canal section and other concrete required for hump ,U/S and D/S slopes of hump etc.), complete with all lead and all lifts, as directed by Engineer-in-charge.

1

125598

125598



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