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.
Costs
EMD
₹ 4,57,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
KNNL/2024-25/RD/WORK_INDENT2143Tender 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
... More
PWD SR- V-III. Pg No 17, It-No- 3.6 - Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307.complete as per direction of Engineer in charge
423
26
11103.75
... More
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
... More
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
... More
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
... More
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
... More
I.NO 5.3 P.No 31 of PWD SR Vol-3 2023-24 - Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom complete as per direction of Engineer in charge
22852.5
12
287941.5
... More
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
... More
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
... More
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
... More
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
... More
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
... More
I.NO 16.13 P.No 145 of SR Vol-3 2023-24) - Seal Coat :Providing and laying Seal Coat using VG30 Bitumen by Manual means by sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification. complete as per direction of Engineer in charge
17340
65
1128834
... More
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
... More
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
... More
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
... More
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
... More
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
... More
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
... More
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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