Karnataka

AOC

Works

Bridges

Construction of Minor Bridges at Asundi Village Ballari District.

Karnataka Neeravari Nigam Limited

KNNL Division Canal Div No 6 Bellary | Ballari, Karnataka

Amount: ₹2.7 CrCloses: 9 Feb 2026Closed

Timeline

Published8 Jan 2026
Closed9 Feb 2026
Awarded—

Bids

1 Bid9 Feb 2026

#	Company	Amount	Status
1	MULA VENKATESHWARA REDDY ₹2.8 Craccepted-aoc	₹2.8 Cr	accepted-aoc

Tender Value

₹2.7 Cr

EMD Value

₹3.9 L

Closing Date

9 Feb 2026, 10:00 pmClosed

Tender Inviting Authority

Office Inviting Bids

Karnataka Neeravari Nigam Limited

Contact Person

GURURAJ C

Mobile Number

Work Description

Construction of Minor Bridges at Asundi Village Ballari District.

Tender Information

Tender ID

KNNL/2025-26/BG/WORK_INDENT3612

Reference Number

KNNL/2025-26/BG/WORK_INDENT3612

Tender Type

Open

Product Category

Bridges

Form of Contract

Two Tender Document System(Two Cover)

Location

KNNL Division Canal Div No 6 Bellary

Source Website

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Documents Required

10 documents required · 10 mandatory

Technical Bid

RequiredA copy of the KPWD Class-II & above Contractor Registration Certificate with validity.Active in period

RequiredCopy of Valid Employees Provident Fund Registration Certificate

RequiredCopy of Valid GST Registration Certificate

RequiredLatest copy of the Income tax returns ITR-V filed dulymentioning PAN numberfor the Financial year 2024-25 Assessment Year 2025-26

RequiredBidder should have satisfactorily completed not less than 90 percent of contract value,atleast one similar nature of work such as Construction of bridge not less than Rs.155.18 Lakhs during last 05 years 2020-21 to2024-25.Work done certificate should be obtained signed from officer not below rank of EE of concerned division and countersigned by SE of same circle should be uploaded.Cost of work executed in previous yearswill be updated to 2025-26 at 10percent/annum.

RequiredThe intending bidder should have executed in any one financial year the following minimum quantities of work usually 80 percent of the peak annual rate of construction during the last five years 2020-21 to 2024-25 work done certificate should be obtained duly signed from an officer not below the rank of EE,Concrete M15 and Above-1719.00 cum, Steel-51.19Tonne,

RequiredLiquid asset and/or availability of credit facilities of not less than for Rs.93.11 lakhs unconditional credit lines/ letters of credits / certificates from nationalized banks for meeting the fund requirement etc. The contractor should upload necessary documents issued by the nationalized banks in prescribed format

RequiredThe annual turnover from all classes of civil works should be costing not less than Rs.620.71 Lakhs in any of Two financial years during last five years,2020-21 to 2024-25. Audited profit and loss account certified by a practicing Chartered Accountant along with copy of income tax returns filed for years indicated above should be furnished, duly mentioning UDIN on Turnover certificate from CA. Annual turnover of Pervious Year shall be updated to 2025-26 at 10percent/annum.

RequiredThe bidder, Individual, should further demonstrate-Availability by owning atleast 50percent of the required/specified key and critical equipment for this work and the remaining 50percent can be deployed on lease/hire basis for all the works provided, the relevant documents ,commitment agreements, etc. for availability for this work are furnished. 1.JCB-own -01 Nos, 2.Tipper-own-1 Nos Hire/Lease-01 Nos 3.water tanker-own-1 Nos Hire/Lease-01 Nos

RequiredBid Capacity -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

Eligibility Criteria

Tenders from Joint ventures are not acceptable.

Bidders shall not be under a declaration of ineligibility for corrupt and fraudulent practices issued by Government of Karnataka

Bidders shall ensure upload of relevant document certifying his/her status as Scheduled Caste/ Scheduled Tribe/other reserved category as prescribed in the tender document.

It shall be the responsibility of the Bidder to ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of e-Procurement on or before the last date and time of bid submission.

EMD Payments through e-Payment mode shall be made as one single transaction and payments made in part are liable for rejection.

The said work is invited is as percentage tender and bidders are requested to quote in percentage only in e-procurement portal.

In the case of death of a contractor after executing / commencement of the work, his legal heir, if an eligible registered contractor and willing can execute and complete the work at the accepted tender rates irrespective of the cost of work

AS per GO No LD300 LET 2006 Bangalore dated 18-01-2007 Cess at the rate of 1 % of cost of construction will be deducted from the Bill towards building and other construction workers welfare fund

GST will be paid at Prevailing rate during billing. The increase in GST shall not be paid in extended period of contract for which reasons for delay are attributable to the contractor as determined by the authority while granting the extension of time.

EMD will be accepted only in the form of electronic cash (not through DD/BG) in a single transaction

The earnest money deposit of the successful Tenderer will be discharged when the Tenderer has signed the Agreement and furnished the required Security Performance . For details on e-payment services refer to e-procurement portal for more details on process

The EMD amount submitted through e-portal will be retained till the completion of tender procedure and after signing of agreement, transfer the e-cash EMD of the successful bidder to KNNL account

The cover-2 (Financial bids) (Electronic document-2) of the bidders who satisfy the tender stipulations based on the uploaded documents will be opened. The L1 bidder shall produce the original documents in support of the uploaded documents to enter into agreement

If the percentage quoted by contractor for the work is below 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 minimum period of 1 year, for an amount equivalent to the difference between the cost as per quoted percentage and 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 ten percent (110%) of the amount put to tender (updated cost as per CSR) then the amount over and above One Hundred and Ten percent (110%) of the amount put to tender (updated cost as per CSR) will be withheld during the progress of work.

During the time of technical evaluation, if the employer finds that any certification/ information furnished is false, such bidders will be disqualified and barred from participation in the bid

The intending bidders are advised to visit the site of work before submitting their tenders.

If any of the dates mentioned above happened to be a general holiday, the next working day holds good

Conditional tenders are liable to be rejected. The officer competent to accept the tender shall have the right to reject any or all the tenders without assigning any reason whatsoever

The intending bidders should note that, if any of lands either in part /parts or in whole required for the work is not acquired by the Nigam, it shall be the responsibility of the bidder to take possession of such land and start the work by consent of the land owners before commencement of work at no extra cost to the Nigam and no claim / delays whatsoever relating to on account of non-availability of land would be entertained

They should abide by the directions of Government towards recovery of 1% (or as modification by Government from time to time) cess from the contractors bill under the provision of building and construction work welfare cess act-1996

Successful bidders should execute the agreement within 20 days from the date of approval intimated. If the contractor fails to enter into the agreement within the said period, the E M D of the contractor shall be forfeited and action shall be initiated for barring to participate in the tender of KNNL

They should abide by the directions of Government towards service tax as applicable by reverse charge mechanism

The intending bidder shall upload self-attested letter pad mentioning latest communication address, land phone & mobile Phone

Royalty Charges shall be recovered as per the prevailing rates by the Department of Mines & Geology or further revision if any by the Department at the time of execution & till completion of project Contractor should get approval from Quality control authority for the work.

The necessary certificates/documents in support of eligibility criteria fulfilled as stipulated shall be uploaded in KPPP Portal. The Original certificates/documents shall be produced on or before stipulated date and time for verification.

The intending bidders are advised to visit the site of work to understand the very nature of work, methodology, technicalities, work preparedness etc., before submission of their tenders

The contractor should mention their recent correct postal address and e-mail address in the declaration form

The Tender processing charges paid by the bidders are non-refundable, even if their tenders are cancelled

Incomplete tender documents will be summarily rejected.

The contractor/firm shall send the authorization letter of their representatives duly attested by their signature.

Within 20 days of receipt of the Letter of Acceptance Tenderer shall deliver to the employer as security deposit in any Form given below for an amount equivalent to 5% of the contract price plus full difference amount for below quoted tender as additional security for unbalanced tender

The contractor / Firm / Company should adhere to the recast amount put to tender as per e-procurement due to revised Schedule of Rates

The contractor / Firm / Company should adhere to the accepted action plan submitted by them under any circumstances, without linking to the pending bill payment of the work

Typo-graphical errors (if any) will not be the ground for any claims by the Contractor

Tendering by Joint Venture is not acceptable

The Bidder has to make his own arrangement for procurement of all materials required for the work. There is no departmental supply of materials. Contractor should procure only ISI mark materials and submit necessary quality control certificates from the authorized quality control authority, before execution

Sub leasing of work in any form is prohibited.

The contractor shall make his own land arrangements for depositing the excavated stuff.

If Nigam wishes to engage third party inspecting agency for the said work, apart from the Quality control authorities and field tests of Nigam, the contractor should co-operate with the third party and quality control authorities.

Tenders shall remain valid for a period not less than 180 Days after the deadline date for tender submission

The documents uploaded from the contractors should be visible to the Naked Eye

Earnest money deposit for the tender shall be valid for 180 plus 45 days

Employer reserves the right to accept or reject any Tender, and to cancel the Tender process and reject all Tenders, at any time prior to the award of Contract, without thereby incurring any liability to the affected Tenderer or Tenderers or any obligation to inform the affected Tenderer or Tenderers of the grounds for the Employers action

During the execution the agency should himself provide good quality of cement and steel and submit B.I.S specification quality control reports as per technical requirements to the department

As per the department rules, Royalty and Shrinkage will be deducted in the bills

Maintenance period or the defect liability period for this work is TWO Year from the date of completion of work

After the completion of Defects Liability Period SD and FSD will be returned

Corrigendum will be published only in the web sitekppp.karnataka.gov.in for all modifications/corrections if any.

Further information can be obtained from the office of the Executive Engineer, No.6, Canal Division, Ballari during office hours

If two or more bidders quoted same lowest price to the work, the award of work will be done by lottery system or by obtaining no objection certificate in this regard, by forth coming bidders who have quoted the same priceand the date for which will be intimated

The contractor is responsible for any damages due to natural calamity the government or Nigam will not give any compensation for until the completion of maintenance period

The contractor shall also abide by the other conditions as laid down in Bid document

The Department is not responsible for any delay in accessing kppp-portal

Defect liability period will be 2 Years from the date of completion of the wok

Technical Criteria

General

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

Banker Details for reference

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

Qualification and experience of the key technical and management personnel in permanent employment with the tenderer and those that are proposed to be deployed on this contract, if awarded

List of Financial Resources with Certificates

Past Experience

The intending bidder should have satisfactorily completed (not less than 90% of contract value), at least one similar nature of work such Construction of bridge value not less than Rs.155.18 Lakhs during the last five years. (2020-21 to 2024-25). The work done certificate should be obtained duly signed from an officer not below the rank of Executive Engineer of the concerned division and countersigned by the superintending Engineer of the same circle should be uploaded. The cost of the work executed in the previous years shall be updated to 2025-26 at 10% per annum.

Work Done Certificate

The intending bidder should have executed in any one financial year the following minimum quantities of work (usually 80% of the peak annual rate of construction) during the last five years (2020-21 to 2024-25). The work done certificate should be obtained duly signed from an officer not below the rank of Executive Engineer.M15 and Above-1719.00 cum, Steel-51.19Tonne

Capabilities of Vendor

A copy of the KPWD Class-II & above Contractor Registration Certificate with validity . (Active in period)

PWD Registration Certificate (Class I/II/III/IV)

Liquid asset and/or availability of credit facilities of not less than for Rs.93.11 Lakhs, (unconditional credit lines/ letters of credits / certificates from nationalized banks) for meeting the fund requirement etc. The contractor should upload necessary documents issued by the nationalized banks in prescribed format

Line of Credit

The intending bidder(Individual) should further demonstrate:Availability by owning atleast 50% of the required / specified key and critical equipment for this work and the remaining 50% can be deployed on lease / hire basis for all the works provided, the relevant documents (commitment agreements, etc.) for availability for this work are furnished. The following key and critical equipment for the work. 1.JCB-own -01 Nos, 2.Tipper-own-1 Nos Hire/Lease-01 Nos 3.water tanker-own-1 Nos Hire/Lease-01 Nos

Others -- plant/machinery

Bid Capacity -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

Others -- Bid capacity

Financial Status

Latest copy of the Income tax returns ITR V filed duly mentioning PAN number for the Financial year 2024-25 Assessment Year 2025-26

ITR Filed Copy (Mentioning PAN)

The annual turnover from all classes of civil engineering works should be costing not less than i.e for Rs.620.71 Lakhs , in any of the Two financial years during the last five years (2020-21 to 2024-25). audited profit and loss account certified by a practicing Chartered Accountant along with the copy of income tax returns filed for the years indicated above should be furnished, Duly mentioning UDIN on Turnover certificate (from CA). The Annual turnover of Pervious Year shall be updated to 2025-26 at 10% per annum

Audited CA Certificate of Annual Turnover

Others

Copy of Valid Employees Provident Fund Registration Certificate

Valid EPF Certificate

Copy of Valid GST Registration Certificate

GST Registration

Fee & Financial Details

Tender Fee Amount

₹5,000

EMD Fee Amount

₹3.9 L

Important Dates

Last Activity

9 Feb 2026

Published

8 Jan 2026

Bid Opening

10 Feb 2026

Download Ends

23 Jan 2026

Pre-Bid Meeting

30 Jan 2026

BOQ Preview

•

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,Complete as per the direction of Engineer incharge to the work.

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Desilting of Feeder channel/canal in drycondition by excavating the deposited bed material and disposing off the same by stacking/formation of Embankment or as directed including cost of all machinery,(Item n0.13.3:Page no 15 of MI specific common SR 2023-24,Complete as per the direction of Engineer incharge to the work.

•

Filling avilable excavated earth(excluding rock )in trenches,plinth,sides of foundations and other similar works etc.in layers not exceeeding 20cm in depth ,consolidating each deposited layer by ramming and watering,lead up to 50m and lift upto 1.5mm,Complete as per the direction of Engineer incharge to the work.

•

Providing and laying in position 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 with super plasticisers, laid in layers,not exceeding 150mm thickness ,well compacted using plate vibrators ,including , 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 specifications.Mix 1:2:4(M15)Using 20mm nominal size graded crushed coarse aggregates ,Complete as per the direction of Engineer incharge to the work.

•

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. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates,Complete as per the direction of Engineer incharge to 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 specifications.. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Complete as per the direction of Engineer incharge to the work ( For substructure piers & abutements)

•

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 as per the direction of Engineer incharge to 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 specifications.. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates,Complete as per the direction of Engineer incharge to the work.

•

Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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 specifications. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates, Complete as per the direction of Engineer incharge to the work.

•

Supplying,fitting and placing TMT FE 550/550D steel reinforcement including cost of all materials, machinery, labour, clearance, 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(For Foundation of bridge), Complete as per the direction of Engineer incharge to the work.

•

Supplying,fitting and placing TMT FE 550/550D steel reinforcement including cost of all materials, machinery,l abour, clearance, 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(For Substructure of bridge),Complete as per the direction of Engineer incharge to the work.

•

Supplying,fitting and placing TMT FE 550/550D steel reinforcement including cost of all materials, machinery, labour, clearance, 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(For Superstructure of bridge),Complete as per the direction of Engineer incharge to the work.

•

Supplying,fitting and placing TMT FE 550/550D steel reinforcement including cost of all materials, machinery ,labour, clearance, 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(For all other structures of bridge),Complete as per the direction of Engineer incharge to the work.

•

Providing rubble and murum filling in layers of 250 to 300 mm including cost of all materials, machinery, labour, watering,ramming etc.,complete with all lead and all lifts,Complete as per the direction of Engineer incharge to the work.

•

Providing and laying of an elastomeric slab steel expansion joint catering to right or skew (less than 20 deg.,moderately curved with maximum horizontal movement upto 50mm,complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturers instructions for installation and clause 2606 of MORTH specifications for road & bridge works ,Complete as per the direction of Engineer incharge to the work.

•

Drainage Spouts using 100mm GI Pipe complete as per drawing and technical specification,Complete as per the direction of Engineer incharge to the work.

•

Providig and laying of Filter media with granular materials /stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2.of MORTH specifications to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment,wingwall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification ,Complete as per the direction of Engineer incharge to the work.

•

Providig and fixing in position 20mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10m to cater for a horizontal movement upto 20mm,covered with sealant complete as per drawing and technical specifications ,Complete as per the direction of Engineer incharge to the work.

•

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 the direction of Engineer incharge to the work.

•

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 the direction of Engineer incharge to the work.

•

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 with all lead and lifts,Complete as per the direction of Engineer incharge to the work.

•

Granular Sub-Base Construction of Granular Sub-Base by Mix in Place Method by providing well graded Gravel, spreading in uniformlayers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compactingwith smooth wheel roller to achieve the desired density, complete as per Technical Specification - Grading -III ,complete with all lead and lifts,Complete as per the direction of Engineer incharge to the work.

•

Providing, laying, spreading and compacting graded stone aggregates 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 ,Complete as per the direction of Engineer incharge to the work.),Complete as per the direction of Engineer incharge to 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:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weighbatcher 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 as per the directions of the Engineer-in-charge of the work

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

NIT Documents

3612 specifications.pdf

Others - specifications • 0.58 MB

3612 Bid document.docx

Tender Document • 10.44 MB

3612-BOQ.xlsx

Others - BOQ • 0.03 MB

tender Notification 3612.docx

Others - Tender notification • 0.05 MB

Asundi Drawings.pdf

Others - Drawing • 2.08 MB

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Company

MULA VENKATESHWARA REDDY

₹2.8 Craccepted-aoc