Karnataka Neeravari Nigam Limited Tender
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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
₹ 4,45,000Document Cost
Refer DocumentsTender Fee
₹ 5,000
Description
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Contact
Tender Id
KNNL/2024-25/RD/WORK_INDENT1637Bid Award Id
ViewTender No
KNNL/2024-25/RD/WORK_INDENT1637Tender Authority
Karnataka Neeravari Nigam Limited ViewPurchaser Address
-Website
http://http://knnlindia.com/
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Documents
Others - MDP Circular
Others - E Bank Guarantee Circular
Others - Debarment Circular
Others - Verification of CA document
BOQ Items
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Common SR 2023 -24 Volume 3 Page No 17 Item No 3.7 - 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 and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction complete as per specifications. MORTH Specification No.305.3.4 complete as per direction of Engineer incharge
1958.4
110
215913.6
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Common SR 2023 -24 Volume 1 Page No 7 item No 1.8 - 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 specifications. MORTH Specification No.305.3.4 complete as per direction of Engineer incharge
7901.69
497
3932671.113
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Common SR 2023 -24 Volume 3 Page No 17 item No 3.6 - Construction of Subgrade and Earthen Shoulders:Construction of sub-grade and earthen shoulders withapproved 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 specifications. MORTH Specification No.305 complete as per direction of Engineer incharge
6963
517
3604396.95
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Common SR 2023-24 Volume 3 Page No23item No 4.1AV - 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 401 For Grading -V Material MORTH Specification No.401complete as per direction of Engineer incharge
2200
2611
5744970
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Common SR 2023 -24 Volume 3 Page No 26 item No4.17 - Wet Mix Macadam (Plant Mix Method) 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.MORTH Specification No.601 IRC SP 49: 2014 complete as per direction of Engineer incharge
1856.25
2686
4987650.9375
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Common SR 2023-24 Volume 3 Page No31 item No 5.1Ai - 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/m2using mechanical means.MORTH Specification No.502 complete as per direction of Engineer incharge
8250
43
355162.5
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Common SR 2023 -24 Volume 3 Page No 35 itemNo5.12C - Dense Graded Bituminous Macadam Grading - II for traffic less than 20 MSA :Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.complete in all respects.Specification No.505 complete as per direction of Engineer incharge
412.5
9921
4092598.125
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Common SR 2023 -24 Volume 3 Page No 31 itemNo 5.3i - Tack coat on Bituminous surface 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 MORTH Specification No.503 complete as per direction of Engineer incharge
8250
12
103950
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Common SR 2023-24 Volume 3 PageNo38 item No5.16 BC - Bituminous Concrete Grading II for traffic less than 20 MSA :Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects complete in all respects.Specification No.507 complete as per direction of Engineer incharge
330
11501
3795561
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Common SR 2023 -24 Volume 3 Page No 67 item No8.15 - Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.Specification No.803 complete as per direction of Engineer incharge
660
556
367290
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Common SR 2023-24 Volume 5 PageNo 188 itemNo16.3.7 - Supplying 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.T050G RCC NP3 Class pipe of 600 mm dia. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey as directed by Engineer-in-charge RCC NP3 Class pipe of 600mm. dia complete as per direction of Engineer incharge
22.5
3297
74182.5
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Common SR 2023 -24 Volume 1 Page No 6 item No1.5.2 - Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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, Depth exceeding 1.5m, but not exceeding 3 m as directed by Engineer-in-charge
180.13
467
84165.7425
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Common SR 2023 -24 Volume 1 Page No15 itemNo 2.1.3 - Providing and laying in position plain cement concrete for levelling course for all works in foundation.Thegranite/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. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregatesas directed by Engineer-in-charge
17.58
6288
110550.951
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Common SR 2023 -24 Volume 1 Page No15 itemNo 2.2.1 - Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Including The cost of formwork ), as directed by Engineer-in-charge
64.49
6601
425721.0615
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Common SR 2023 -24 Volume 3 PageNo146 itemNo16.15b - Providing and Laying Reinforced Cement ConcretePipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipeNP3 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 1000mm dia.as directed by Engineer-in-charge
10
8355
83559
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Common SR 2023 -24 Volume 1 Page No 18 item No2.11 - 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.Sub structure of Bridges complete as per direction of Engineer incharge
4.4
90754
399320.46
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Common SR 2023 -24 Volume 1 Page No 15 itemNo2.2.5 - Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.
35.29
6823
240817.1955
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