Loading
Loading…
Loading…
Tender ID
Tender Value
₹2.8 Cr
EMD Value
₹4.2 L
Closing Date
11 Feb 2026, 11:00 pmClosed
Visvesvaraya Jala Nigam Limited
Tara.k
Improvements to Roads from Kyanahalli to Manchanahalli under the jurisdiction of Kyanahalli Gram Panchayat, Improvements to roads within the limits of Bugadalli village, improvements to road up to Kadugadde village under the jurisdiction of Heggadde Gram Panchayat and improvements to road from Kadumane to Godumane village in Sakleshpur Taluk.Call-2
VJNL/2025-26/RD/WORK_INDENT402/CALL-2
VJNL/2025-26/RD/WORK_INDENT402/CALL-2
Open
Roads
Two Tender Document System(Two Cover)
VJNL Division YP NO 1 Office Sakaleshpura
10 documents required · 10 mandatory
Total value of civl engineering works executed and payments received in the last five years (year-wise)
List of existing commitments and ongoing works
List of works for which tenders already submitted
Construction equipment owned by the tenderer and equipment proposed to be deployed on this contract, if awarded
Reports on the financial standing of the tenderer, such as profit and loss statements and auditor’s reports for the last five years
The intending bidder should have satisfactorily completed (at least 90% of the Contract Value), as a prime Contractor, at least one similar work such as Construction of CC road not less than Rs.139.78 lakhs during the Last 5 years. (From 2020-21 to 2024-25) An additional weightage of 10% each year will be added to the cost of work to bring it to the price level (For FY 2025-26). The work done certificate should be obtained from competent authority not below the rank of Executive Engineer or equivalent in case of Government under taking
Income Tax returns of last 5 years from FY 2020-21 to 2024-25.
Tenderers who meet the above specified minimum eligibility and Prequalification criteria, will only be qualified if their available tender capacity is more than the total tender value. The available bid Capacity is calculated as under.Assessed available tender Capacity:(A X N X1.5 - B) where A:Maximum value of works Executed in any one year during the last five years (updated to FY 2025-26 price level) N-0.5, Number of years prescribed for completion of the works for which bids are invited.B :Value at FY 2025-26 price level of existing commitments and on-going works to be completed during the next 06 Months.
Valid Employees Provident Fund Registration Certificate along with latest paid challan copy
Copy of the PAN card with GSTIN
Valid KPWD Class II & above Registration certificate
The intending bidder should have executed in any one financial year, the following minimum quantities of work (usually 80% of peak annual rate of construction) in the last 5 Years. The minimum quantities of work/items. The work done certificate should be obtained from competent authority not below the rank of Executive Engineer or equivalent in case of Government undertaking Cement concrete(M20 & above):1663.66 cum, GSB: 1539.12 cum, WWM/WBM: 1071.36 Cum. EWE/Emb:213.84 Cum
Liquid assets and /or availability of credit facilities should be not less than Rs 139.78 lakhs. (credit lines / letter of credit/ certificates from Scheduled nationalized Bank for meeting the fund requirement etc).
The intending bidder in his name should have in last five years period (from 2020-21 to 2024-25) achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) i.e.,Rs 559.10 lakhs. Audited Balance Sheets/ Audited Profit and Loss statement and turnover certificate duly certified by a practicing Chartered Accountant along with copy of Income Tax returns filed for the years indicated above should be furnished. All document/certificates issued by a Charted Accountant should have a UDIN (unique document Identification Number) generated through the ICAI (The Institude of chartered Accountants of India) Portal. Certificate without UDIN the documents uploaded will be considered and treated as invalid document. An additional weightage of 10% each year will be added to bring it to the present price level (FY 2025-26).
Scanned signature of the bidder / authorized representative in case of a firm or company, to be attached while uploading the bid documents. Also in case ofauthorized representative, scanned copy of power of attorney should be uploaded.
₹5,000
₹4.2 L
2 Feb 2026
2 Feb 2026
13 Feb 2026
9 Feb 2026
9 Feb 2026
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 In area of light Jungle etc. complete with all lead and lifts and as directed by Engineer in charge of the work.
Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needded to maintaine the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 smooth wheeled roller, complete as per clause 310. - etc. complete with all lead and lifts and as directed by Engineer in charge of the work
Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and ,leads,transporting to site,spreading,grading to required slope and compacted to meet rerquirement of table No-300-2.-etc. complete with all lead and lifts and as directed by Engineer in charge of the work.
Construction of Granular sub-base of required grading as per design mixing in a mechanical mix plant of 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. A. Plant Mix Method. - For Grading iV Material - etc. complete with all lead and lifts and as directed by Engineer in charge of the work.
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. 406 Plant mix method - etc. complete with all lead and lifts and as directed by Engineer in charge of the work.
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, 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 construction 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 with all lead and lifts and as directed by Engineer in charge of the work.
Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. etc. complete with all lead and lifts and as directed by Engineer in charge of the work.
Providing to contraction joints polysuphide sealent (Pouring grade) confirming to BS : 5212 - 1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter (approx. 25% larger than the initial 3 mm.to 4 mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet / air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer. (A) Contraction and longitudinal joints (15 mm. deep x 8 mm.wide).etc. complete with all lead and lifts and as directed by Engineer in charge of the work
Construction of unlined surface drains of average crosssectional 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. (B) by Mechanical Means :etc. complete with all lead and lifts and as directed by Engineer in charge of the work
Providing and laying in position plain cement concrete 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. etc. complete with all lead and lifts and as directed by Engineer in charge of the work
Providing and laying in position Cement Concrete 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 necessary, 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 as per technical specification. for M20 design mix using 20mm nominal size graded crushed coarse aggregates. - etc. complete with all lead and lifts and as directed by Engineer in charge of the work
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collor with cement mortor 1:2 but excluding excavation, protection works, backfilling,concrete and masonry works in head walls and parapets clause 1101.6 750 mm dia. -etc. complete with all lead and lifts and as directed by Engineer in charge of the work.
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, trying with binding wire/ soft annealed steel wire and other ancillery operations complete as per drawing and technical specification . h. All other type of structures. - etc. complete with all lead and lifts and as directed by Engineer in charge of the work
Executive Engineer
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
Retender Notification 4 works_260131_103958.pdf
Instructions to Tenderers • 0.85 MB
INDENT 402 CALL2.doc
Tender Document • 5.65 MB
402 Schedule B.xlsx
Others - Schedule-B • 0.02 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .