Karnataka

AOC

Works

Bridge cum Barrages

Construction of Bridge cum Barrage across Halla near Rankalkoppa-Doddamangadi villages in Ramdurga Taluka, Dist-Belagavi (SCP/2025-26)

Minor Irrigation Department

Minor Irrigation Division Belgaum | Belagavi, Karnataka

Amount: ₹2.0 CrCloses: 25 Mar 2026Closed

Bids

1 Bid25 Mar 2026

#	Company	Amount	Status
1	₹2.1 Craccepted-aoc	₹2.1 Cr	accepted-aoc

Tender Value

₹2.0 Cr

EMD Value

₹3.0 L

Closing Date

25 Mar 2026, 9:30 pmClosed

Tender Inviting Organisation

Name

Minor Irrigation Department

Work Description

Construction of Bridge cum Barrage across Halla near Rankalkoppa-Doddamangadi villages in Ramdurga Taluka, Dist-Belagavi (SCP/2025-26)

Tender Information

Tender ID

278296

Reference Number

MI/2025-26/BB/WORK_INDENT11459

Tender Type

Open

Product Category

Bridge cum Barrages

Location

Minor Irrigation Division Belgaum

Source Website

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Documents Required

9 documents required · 9 mandatory

Technical Bid

RequiredAnnual Turnover Certificate with Profit & Loss Account statement as per KW-4 Qualification of The Tenderer

RequiredCompany/Contractor Registration Certificate

RequiredWork done certificate as per KW-4 Qualification of The Tenderer

RequiredWork done certificate showing quantities of different items executed

RequiredBank credit certificate as per KW-4 Qualification of The Tenderer

RequiredWork in Hand as per KW-4 Qualification of The Tenderer

RequiredGST registration Certificate

RequiredPAN & TAN Certificate

RequiredScanned signature of the bidder/representative to be attached while uploading the bid document

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 Bidder shall ensure credit of Tender Processing Fee and EMD into the respective receiving bank accounts of KPPP on or before the last date of bid submission.

The tenderer is required to ensure browser compatibility of the computer well in advance to the last date and time for receipt of tenders. The departments shall not be responsible for non-accessibility of KPPP portal due to internet connectivity issues and technical glitches at bidder s end

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

The Tender are invited as per Standard Tender bid document KW-4

Conditional Tenders will not be considered

All relevant documents as per the KW-4 need to be uploaded while submitting bid in general documents provision in KPPP portal.

The Employer reserves the right to accept or reject any of the tender without assigning any reason.

The contractor has make his own arrangements for procurement of all the required materials and the materials so procured shall confirm to the relevant IS Specifications or Equivalent and obtain necessary quality certificate from authorized quality control.

The Contractor is fully responsible for the Equipment / Material until the same is handed over to the EXECUTIVE ENGINEER in an operating condition after commissioning. The Contractor is responsible for the proper maintenance of equipment / material as well as protection of the same against theft, elements of nature, damages etc., while in his custody as well as after erection until the same is taken over by the EXECUTIVE ENGINEER under due acknowledgment in writing

All the documents required as per technical qualification criteria needed to be uploaded in Original or Attested by any official not below the rank of Executive Engineer or Notary

The Contractors should submit all the Documents as uploaded in Original or duly attested by a Notary/an officer not below the rank of an Executive Engineer on or before opening of Technical Bid as Notified.

Name, address, and telephone, telex, and fax numbers of the contractor is to be provided

The contractor has to furnish Additional security deposit for unbalance tender as per clause 29.1 of ITT, to an amount equal to difference in contract price and amount put to tender, in addition to 5% performance guarantee (in any of the form prescribed) while concluding the Agreement

Unique Document Identification Number (UDIN) from Practicing Chartered Accountant is preferred in Annual Turn over

The intending bidders are advised to visit the site of work and make themselves familiar with the local situation regarding the availability of the construction materials, workmen, land required for construction activities etc.

The tenderer shall also disclose if there are any bankruptcy proceedings against him.

The Contractor shall provide work program as per Clause 25 under the chapter Time control of conditions of contract. The contractor should adhere to the accepted execution plan submitted by him under any circumstances without linking to the pending payment of the work.

During the execution of the works, if any minor minerals are required, contractors have to abide by the Karnataka Minor Mineral Concession Rules 1994 (as amended up to date). As per the prevailing rules for any use of minor minerals the contractor has to submit the Mineral Dispatch Permit obtained from Mines and Geology Department. If Mineral Dispatch Permit (MDP) is not submitted by the contractor along with the bill, the prevailing penalty and DMF contribution as per Karnataka Minor Mineral Concession Rules 1994 ( as amended from time to time) will be deducted from the contractors bill at the time of payment

The Work Done Certificates shall be issued by the Executive Engineer (if work done in Karnataka State), otherwise it shall be issued/ counter signed by Superintending Engineer (if work is done in other states).

A copy of GST registration certificate should be uploaded

The contractor shall quote the rates without adding GST for either materials or works contract (Service). GST payable by the contractor under this works contract will be paid to the contractor separately over and above the contractor s bid amount. The increase if any in the GST shall not be paid in the extended period of Contract for which the Contractor alone is responsible for delay as determined by the Authority.

Estimate rates are excluding GST as per Common SR 2023-24 and prevailing GST (18 Percent of Amount put to Tender) amount is kept in form of Overhead sum in sanctioned estimate. According to guidelines in Common SR Amount put to tender and ECV amount are including GST. KPPP Portal format has No Options to add GST separately. The item wise rates do not include GST. Hence, GST will be paid separately for the quoted amount accordingly. Declaration Certificate must be attached mandatorily

If the GST rates are revised during the contract period, payment will be made/withdrawn accordingly

For Works estimate cost more than Rs. 100.00 Lakhs : For Quality control tests of materials the contractor should provide required Rammer with Core Cutter, Balance and Moisture Meter, size 15x15x15 cms Mould Sets and for testing of sand and metal set of required mesh etc

Technical Criteria

General

Tenderer or his identified Sub Contractor should possess valid Electrical License for executing building electrificatio works and should have executed similar electrical works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year

Tenderer or his identified Sub Contractor should possess valid license for executing water supply / sanitary engineering works and should have executed similar works totallng Rs. xxxxxx (not less than 50% of electrical works) n any one year

Owning the following key and critical equipment for this work (xxxx, xxxx, xxxx)

Total value of civl engineering works executed and payments received in the last five years (year-wise)

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

Satisfactorily completed (at least 90% of the Contract value), in last five years (i,e. 2020-21 to 2024-25) as prime contractor, at least one similar work such as Construction of Barrage Cum Bridge/Barrage/Checkdam to an extent of 50% of the cost of the work Rs.101.00 Lakhs. Work Done Certificates shall be issued by the Executive Engineer (if work done in Karnataka State), otherwise it shall be issued / counter signed by Superintending Engineer (if the work is done in other states)

Work Done Certificate

Executed in any one year, the following minimum quantities of work- Excavation and Embankment (combined quantities)-10300.00 Cum, Cement concrete (Including RCC & PSC)-1600.00 Cum , Providing Steel Reinforcement fabrication- 20600.00 Kgs, Providing & fixing MS Gates & Channels -7800.00 Kgs

Others -- Work done certificate showing quantities of different items executed

Capabilities of Vendor

Should have been registered as Qualified Contractor in PWD

Others -- PWD Registration Certificate

A Copy of GST Registration Certificate

GST Registration

Income Tax :Latest copy of the Income Tax Clearance Certificate and Sale Tax Clearance PAN and TAN Nos

Others -- PAN and TAN Nos

Scanned signature of the bidder/representative to be attached while uploading the bid document

Others -- Scanned signature

Financial Status

3.2 To qualify for award of this contract, each Tenderer in his name should have in the last five years i.e. (2020-21, 2021-22, 2022-23, 2023-24, 2024-25) (a) Achieved in at least two financial years a minimum financial turnover (in all classes of civil engineering construction works only) of Rs.404.00 Lakhs. Financial turnover of previous years will be given a weightage of 10% per year to bring them to price level of FY 2025-26

Audited CA Certificate of Annual Turnover

Liquid assets and /or availability of credit facilities of no less than Rs.101.00 Lakhs (Credit lines/ letter of credit/ certificates from banks) for meeting the fund requirement etc

Line of Credit

Assessed available tender capacity- AxNx1.5-B where A-Maximum value of civil engineering works executed in any one year during the last five years(2020-21 to 2024-25) (updated to 2025-26 price level) taking into account the completed as well as works in progress. N-Number of years prescribed for completion of the works for which tenders are invited. B-Value, at 2025-26 price level of existing commitments and on-going works to be completed during the next 6/12 years (period of completion of the works for which Tenders are invited) Note-The statements showing the value of existing commitments and on-going works as well as the stipulated period of completion remaining for each of the works listed should be countersigned by the Employer in charge, not below the rank of an Executive Engineer or equivalent.

Others -- Work in Hand

Fee & Financial Details

Tender Fee Amount

₹5,000

EMD Fee Amount

₹3.0 L

Important Dates

Last Activity

25 Mar 2026

Published

18 Mar 2026

Bid Opening

26 Mar 2026

Download Ends

24 Mar 2026

Pre-Bid Meeting

24 Mar 2026

BOQ Preview

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Amount

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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 etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.8 to 4.8.1 to Sec II C 3.1 to 3.4 of detailed Specification) Sub structure of Bridges

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Description of item (with brief specification and reference to Book of Specification)

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Amount

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Providing and laying in-situ vibrated M-20 grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations including cost of all materials, machinery, labour, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing with all other ancillary operations etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification)

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Description of item (with brief specification and reference to Book of Specification)

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Amount

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Description of item (with brief specification and reference to Book of Specification)

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Amount

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Providing rubble stone/boulder filling between or behind abutment below apron including cost of all materials, labour, hand packing, finishing top surface & all necessary works etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para Tech Spn 2.5 to 2.9 of detailed Specification)

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Providing hearting / casing embankment using homogeneous 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 etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref :Para 3.2 to 4.3.1 & Para 2.4.1 to 2.4.2 of detailed Specification)

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Providing and laying insitu vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 20mm down size approved, clean, hard, graded aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, including cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing, centering, formwork and scafolding and all other appurtenances required to complete the work as per technical specifications for check dam /pickups /irrigation tanks/waste weir/sluice, sluice canal and other allied works like abutments/wing walls/returns/cutoff walls works & all necessary works etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification)

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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 etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

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Providing, Supplying and fixing M.S. gates of suitable size with required number of M.S. plate with and stiffeners (2 Nos) horizontal bracing 6 Nos. of ISMC 75*40 including providing rubber guard of ISA 20*4 for providing rubber of approved Quality for bottom & two sides fixed to grove of M.S. gate of size 25 mm . 25mm with machine screw nuts and bolts of size 6mm dia & 35mm long and providing 16mm dia MS bar handles (4 Nos) suitably welded to horizontal bracing including two coats of anticorrosive bituminous paint over a cost of primer complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Relevant IS & Para 4.1 & 4.2 of detailed Specification)

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Providing and fixing M.S. Channel frame to suite the suitable size of gates. The side channels with suitable height with hold fasts 12mm dia and 0.5m long M.S. Bar at 0.50 m c/c with suitable size bottom channel including cost of all materials including two coats of anti corrosive paint over a coat of primer etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Relevant IS & Para 4.1 & 4.2 of detailed Specification)

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Filling clayey soil between two rows of sand bags placed for forming ring bund including tamping, plugging leakage points etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)

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Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery, labour etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)

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Item Code

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Providing casing embankment using approved semi-pervious soil 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 to density control of not less than 95 percent using power roller etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref :Para 3.2 to 4.3.1 & Para 2.4.1 to 2.4.2 of detailed Specification)

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Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials, machinery, labour, laying to specified slope, wedging with chips, finishing etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)

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Providing and laying in-situ vibrated M-20 ( 28 days cube compressive strength not less than 20 N / sq mm ) grade cement concrete using 40 mm down approved, clean, hard, graded aggregates for RCC works of gallery, sluice, spillway crest, spillway d / s face, energy dissipating structures, training walls, piers, abutments and such other locations including cost of all materials, machinery, labour, formwork, centering, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) (Cement content: 300 Kg/cum with use of super plasticiser)

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Providing and laying in position Reinforced 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 etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge (Ref : Para 4.7 to 4.7.22 and 4.8 to 4.8.1 Sec II B 2.1 to 2.21 of detailed Specification) (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates

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Providing, fabricating and placing in position steel reinforcement bars for RCC structures including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapping /welding joints wherever required, tying with 1.25 mm dia. soft annealed steel wire etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Para 4.8 to 4.8.1 to Sec II C 3.1 to 3.4 of detailed Specification)

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Providing ,Supplying and fixing M.S. gates of size with 6mm thick M.S. plate with and stiffeners (2 Nos) horizontal bracing 6 Nos. of ISMC 75*40 including providing rubber guard of ISA 20*4 for providing rubber of approved Quality for bottom & two sides fixed to grove of M.S. gate of size 25 mm . 25mm with machine screw nuts and bolts of size 6mm dia & 35mm long and providing 16mm dia MS bar handles (4 Nos) suitably welded to horizontal bracing including two coats of anticorrosive bituminous paint over a cost of primer complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Ref : Relevant IS & Para 4.1 & 4.2 of detailed Specification)

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Providing and fixing 20 mm thick 150 mm depth tarfelt expansion joint filler board for cement concrete lining of canal including cost of all materials, labour etc., complete with all leads & lifts, as per detailed specifications, drawings and directions of the Engineer-in-Charge. (Relevant IS Specifications)

Documents

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NIT Documents

Royalty.pdf

Others - royalty • 0.19 MB

banker certificate.doc

Others - Line of credit • 0.03 MB

standard bid document kw-4 11459.doc

Tender Document • 3.17 MB

detail specification.zip

Others - Specification • 29.02 MB

drawings.pdf

Others - Drawing • 0.37 MB

Bar Chart11459.xls

Others - Bar Chart • 0.98 MB

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