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Tender Value
₹1.2 Cr
EMD Value
₹2 L
Closing Date
28 Sept 2026, 5:00 pmDue tomorrow
Karnataka Neeravari Nigam Limited
Raghuram S.V
Improvements to road from Girish Gowda patil farm to Ghataprabha river in vantagudi village of Mudhol taluk under GRBC
KNNL/2026-27/RD/WORK_INDENT4597
KNNL/2026-27/RD/WORK_INDENT4597
Open
Roads
Two Tender Document System(Two Cover)
KNNL Division GRBCC Div No 5 Koujalagi
11 documents required · 11 mandatory
The intending bidder/firm/Company should have satisfactorily completed at least one single similar nature of work in any department under projects of value in the last 5 years (2021-22 to 2025-26) should have satisfactorily completed (at least 90% of the contract value of ongoing works) as prime contractor at least one similar nature of work(Restoration or Improvements of Canal) of value not less than For work Rs 72.50 Lakhs (usually not less than 50% of the amount put to tender under this contract.) Work done Certificate issued by an Officer not below the rank of Executive Engineer of the concerned division (The cost of completed work of the previous year shall be updated to 2025-26 by giving weightage of 10% per year to bring it to the price level of financial year in which the tenders are invited). Certificates should be obtained from the Officer not below the rank of Executive Engineer and countersigned by concerned Superintending Engineer.
Executed in any one year during the last five years, (from 2021-22 to 2025-26) the following minimum quantities of the work : 1) Embankment : 3078.00 Cum. 2) Subgrade/Subbase : 2215.00 Cum. 3) WBM/WMM: 878.00 Sqm. 4) Open graded Preimix carpet (OGPC) : 5700.00 Sqm
Equipments Required during Execution of Works : As per Gov.t Circular No: GO-FD/AE263/ EXP12-2022 dt: 11.05.2022, this clause for owning key Equipment for works costing upto Rs 3.00 Crores is Exempted.
List of existing commitments and ongoing works
The intending bidder should have achieved a minimum financial turnover of For work Rs 290.00 Lakhs in at least two financial years during the last 5 years reckoned back from 2025-26 (turnover during 2021-22 to 2025-26 only will be considered) duly updating the financial turnover at 10% per year to bring it to the price level of financial year in which the tenders are invited. Audited profit and loss statement (with year wise turnover statement) certified by a practicing Chartered Accountant with mentioned compulsory UID number along with copy of Income Tax returns filed for the two years indicated above shall be furnished. (If UID Number not mentioned treated as incomplete and rejected).
GST Declaration certificate
Liquid assets and/or availability of credit facilities of not less than Rs 72.50 lakhs (LOC should be in Prescribed Format otherwise tender is liable for Rejection (Credit lines/ letter of credit/ certificates from banks formeeting the fund requirement etc.(usually the equivalent of the estimated cash flow for three months in the peak construction period). In case of death of the contractor after executing the agreement / commencement of the work, his legal heir, if an eligible registered contractor and willing, can execute and complete the work at the accepted tendered rates irrespective of the cost of the work.
Reports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five years
KPWD Class-III & above contractor registration certificate with validity
Tenderers who meet the above specified minimum qualifying criteria, will only be qualified, if their available tender capacity is more than the total tender value. The available tender capacity will be calculated as under Assessed available tender capacity AxNx1.5-B.
The EMD amount accepted in the form of electronic cash only.
Scanned signature of the bidder along with phone number / authorised representative in case of a firm or company, to be attached while uploading the bid documents. Also, in case of authorised representative, scanned copy of power of attorney should be uploaded & the original should be produced at the time of opening of tender.
If the percentage quoted by contractor for the work is below Ninety percent (90%) of the amount put to tender (updated cost as per CSR) then the successful contractor shall furnish an additional performance security in the form of bank guarantee for an amount equivalent to the difference between the cost as per quoted percentage and Ninety percent (90%) of the amount put to tender (updated cost as per CSR) before executing the agreement. In case of contractor quoting the percentage above One Hundred and twenty five percent (125%) of the amount put to tender (updated cost as per CSR) then the amount over and above One Hundred and twenty five percent (125%) of the amount put to tender (updated cost as per CSR) will be withheld during the progress of work.
Banker Details for reference
Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded
₹3,070
₹2 L
17 Sept 2026
17 Sept 2026
29 Sept 2026
24 Sept 2026
21 Sept 2026
In words
Clearing and Grubbing Road Land : 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. (ii) By Mechanical Means using Dozer (a) In area of light jungle. with all lead and lifts
Compacting Original Ground : 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. with all lead and lifts
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
Construction of Subgrade and Earthen Shoulders : 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 with all lead and lifts
Granular Sub-Base : Plant Mix Method : 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 (iii) For Grading -III Material. with all lead and lifts
Water Bound Macadam: 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. B) Mechanical means (i) Grading-I (63 mm to 45 mm) (a) Using Screening Crushable type such as Moorum or Gravel. with all lead and lifts
Water Bound Macadam : 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. (B) Mechanical means (ii) Grading-II (53 mm to 22.4 mm) (b) Using Screening Type B (11.2mm agg). with all lead and lifts
Prime Coat over WMM/WBM : 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. with all lead and lift
Tack coat on Granular surface treated with primer: Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. with all lead and lift
Providing, laying and rolling of Open-Graded Premix Carpet by Manual Means of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using VG-30 grade bitumen or Emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat as per Technical specification
Seal Coat : Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats with bituminous binder VG-30 .etc complete. with all lead & lifts.as per the directions of the Engineer-in-charge of the work. Case - II : Type B Premix Seal coat
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. with all lead and all lifts
Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including onstruction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work..KPWD Common DSR 2023-24 Volume 3 (P No: 149 I.No:16.28)
RCC NP3 300 mm dia with all lead & lifts.as per the direction of engineer in the incharge of the work
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 (averag lead 25mt) as per technical sepcification mechanical means
Boundary pillar / Guard Stone :Reinforced cement concrete M15 grade boundary pillars ofstandard design as per IRC:25, fixed in position includingfinishing and lettering but excluding painting
Kilometre Stone :Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing et
metre Stone :Reinforced cement concrete M15grade metre stone of standard design as per IRC:8-1980, fixing in position including painting and printing et
Direction and Place Identification Signs upto 0.9 m2 Size Board. :Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing
GRBCC,Division No.5,Koujalagi.
GRBCC,Division No.5,Koujalagi.
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4597.xlsx
Others - shedule-B • 0.14 MB
CIRCULARS.zip
Others - circulars • 24.77 MB
Road L section.pdf
Others - drawings • 0.49 MB
aquaduct and Road administrative.pdf
Others - administrative approval • 1.47 MB
road cross section.pdf
Others - drawings • 0.38 MB
technical specifications_civil works.doc
Technical Information / Worksheet • 0.30 MB
4701 Notification 1 Road Work Final 4597.doc
Instructions to Tenderers • 0.15 MB
KW-4 ind 4597 Road work under GRBC.doc
Tender Document • 51.60 MB
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