Karnataka Neeravari Nigam Limited Tender
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The KNNL has issued a formal invitation for competitive bids for the Karnataka Neeravari Nigam Limited project, for Repairs/reconstruction Of Road From Badli Village To Old Badli Village, Kenganur Village From Ch 0.940 To 1.410 Towards Old Kenganur,sutagatti Canal Road And Yenagi Village To Old Yenagi Road In Bailhongal Constituency Of Belguam District. (as A Package) in Belagavi, Karnataka, with an estimated contract value of Rs. 3,04,38,527. The bid opening date for this tender is 01-01-2025 and the last date for bid submission is 16-01-2025. Interested bidders for Karnataka Neeravari Nigam Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Costs
EMD
₹ 4,57,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
KNNL/2024-25/RD/WORK_INDENT2143Bid Award Id
ViewTender No
KNNL/2024-25/RD/WORK_INDENT2143Tender Authority
Karnataka Neeravari Nigam Limited ViewPurchaser Address
-Website
http://http://knnlindia.com/
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Documents
Others - MDP circular
Others - E bank Gaurantee circular
Others - Debarment circular
BOQ Items
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SR 2023-24, Vol-3 Item No 4.13 A(c) Page No.25 - 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 i) Grading-I (63 mm to 45 mm). A.By Manual Means (c) Using Screening Type B (11.2mm agg) complete as per direction of Engineer in charge
1300.5
2959
3849414.975
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I.NO.1.8 P.No 7 of PWD SR Vol-I 2023-24) - 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 as per direction of Engineer in charge
7282.8
497
3624649.56
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PWD SR- V-III. Pg No 23, It-No- 4.1 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 401For Grading -V Material complete as per direction of Engineer in charge
1057.5
2611
2761502.625
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SR 2023-24, Vol-3 Item No 4.13 (b) Page No.26 - 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 ii) A.By Manual Means. Grading-II (53 mm to 22.4 mm (b)Using Screening Type B (11.2mm agg) complete as per direction of Engineer in charge
1300.5
2886
3753828.225
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I.NO.5.20.B P.No 39 of PWD SR Vol-3 2023-24) - Close Graded Premix Surfacing/Mixed Seal Surfacing. Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.09 mm (Type-A) or 13.2 mm to 0.09 mm (Type-B) aggregates using VG 30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of capacity not less than 40/60 TPH, laying and rolling with a Smooth wheeled roller finishing to required level and grade. Type -B complete as per direction of Engineer in charge
17340
184
3204432
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SR 2023-24 Vol-I I.No.2.11(c) P.No. 18 - 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 as per direction of Engineer in charge
1.29
90754
117073.4985
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WRD 2023-24 vol-IV I.No.4.32 P.No. 61 - Providing and filling murrum / gravelly soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent and all other ancillary operations complete complete as per direction of Engineer in charge
6.72
861
5785.92
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SR 2023-24 Vol-IV I.No.4.5 P.No. 53 - Providing and laying insitu vibrated M-20 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for well steining including cost of all materials, machinery, labour,cleaning, batching, mixing, cleaning, batching, mixing, placing in position, levelling,vibrating, finishing, curing with all other ancillary operations complete.complete as per direction of Engineer in charge
64.5
6334
408584.925
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I.NO.3.7 P.No 17 of PWD SR Vol-3 2023-24 - Compacting original ground supporting embankment: 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 andthen compacted by rolling so as to achieve minimum dry densityas given in Table 300-2 for embankment construction.complete as per direction of Engineer in charge
3647.1
110
402092.775
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road SR 2024-25 VOL 3 Pg No 17 It 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 complete as per direction of Engineer in charge
963.5
517
498755.775
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WRD 2023-24 (vol-4) I.No.4.4 P.No. 59 - Providing and laying insitu vibrated M-10 grade cement concrete using 80 mm down approved, clean, hard, graded aggregates for foundation filling including cost of all materials, machinery, labour,cleaning, batching, mixing, placing in position, levelling, vibrating,finishing, curing with all other ancillary operations complete. complete as per direction of Engineer in charge
3.36
5836
19612.152
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SR 2023-24 Vol-IV I.No.3.3 P.No.47 - 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 as per direction of Engineer in charge
4162.5
660
2749123.125
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I.NO.2.5 ii A P.No 9 of PWD SR Vol-3 2023-24) - 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 Mechanicle Means using dozer. A) In area of light jungle complete as per direction of Engineer in charge
106.5
412
43947.225
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PWD SR- V-III. Pg No 31 , It-No- 5.1 A (i)) - 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 inuniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(Plant mix method) complete as per direction of Engineer in charge
826.88
2639
2182458.8032
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SR Vol-I 2023-24 I.No.1.4 P.No.5 - Earth work excavation by manual means for drains, canals, waste weir, draft,approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m complete as per direction of Engineer in charge
103.2
254
26223.12
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I.NO.5.1.A P.No 31 of PWD SR Vol-3 2023-24 - 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 0.90 kg per m2 using mechanical means.) complete as per direction of Engineer in charge
22852.5
43
984028.65
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PWD SR- V-III. Pg No 43, It-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 IRC-37: 2018 complete as per direction of Engineer in charge
137.81
10489
1445557.995
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SR 2023-24, Vol-3 Item No 3.3 Pg No. 5 - Preparation of Foundation for Embankment. Scarifying Existing Granular Surface to a Depth of 50mm by Manual Means. Scarifying existing granular surface to a depth of 50mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. complete as per direction of Engineer in charge
16650
52
874125
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PWD SR- V-III. Pg No 43, It-No - 5.31 - Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% 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 as per direction of Engineer in charge
275.63
7471
2059452.234
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