Karnataka

AOC

Works

Bridges

Reconstruction of bridge and Improvement of road curve including construction of approach roads at Chainage 78.220 to 78.299 Km on Devanahalli Kempapura Road (SH-96), K.G.F. Taluk, Kolar District

Public Works Department

PWD Division Office Kolar | Kolar, Karnataka

Amount: ₹5.5 CrCloses: 18 Apr 2026Closed

Bids

1 Bid18 Apr 2026

#	Company	Amount	Status
1	₹5.8 Craccepted-aoc	₹5.8 Cr	accepted-aoc

Tender Value

₹5.5 Cr

EMD Value

₹8.3 L

Closing Date

18 Apr 2026, 9:30 pmClosed

Tender Inviting Organisation

Name

Public Works Department

Work Description

Reconstruction of bridge and Improvement of road curve including construction of approach roads at Chainage 78.220 to 78.299 Km on Devanahalli Kempapura Road (SH-96), K.G.F. Taluk, Kolar District

Tender Information

Tender ID

PWD/2025-26/BG/WORK_INDENT35154

Reference Number

PWD/2025-26/BG/WORK_INDENT35154

Tender Type

Open

Product Category

Bridges

Location

PWD Division Office Kolar

Source Website

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Documents Required

7 documents required · 7 mandatory

Technical Bid

RequiredAnnual turnover certificate issued by Chartered accountant with UDIN Number for past 5 years i.e.,2021-22,2022-23,2023-24,2024-25,2025-26

RequiredValid PWD Registration certificate For Class II and above

RequiredWork done certificate issued by not below the rank of Executive Engineer

RequiredB Value Certificate

RequiredGST Registration Certificate

RequiredLine of Credit

RequiredOWN AND LEASE MACHINERIES Registartion DOCUMENTS

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

Contractor should follow strictly the prevailing rules of labour act. Contractors are directed to employ only the labours who are registerd in Labour Department, if the labours are not registerd, they are to be registerd before employing them to the work. As per Karnataka state Government order LD/300/LET/2006 Bangalore dated 01.01.2007 and Government letter no PW/134/BMS/2007 dated 27.07.2007, a sum amounting to 1% of the bill amount will be deducted towards constructions labour welfare fund.

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.

Contractors PWD Registered Class II and Above can participate in this Tender.

All the formats prescribed in the bid document shall be filled by the Tenderer in complete manner other wise it will be rejected. The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Bid document KW -4

Conditional tenders will not be accepted.

The tenderer shall bear all costs associated with the preparation and submission of his tender, and the employer will in no case be responsible and liable for those costs.

The cost of the Tender processing fee shall not be refundable.

Royalty on construction materials and other taxes will be deducted as per prevailing Govt. orders.

The employer reserves the rights to Reject or accept any or all the tenders without assigning any reasons.

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

The successful Tenderer shall deliver to the Employer a Security deposit in any of the forms given below for an amount equivalent to 5% of the Contract price plus additional security for unbalanced tenders in accordance with Clause 25.5 & 29.1 of ITT and Clause 44 of the Conditions of Contract.

Contractor should establish a fully functional laboratory at site at no extra cost in order to carry out all the required tests for the materials being used in the project.

Contractor should take all precautions to ensure that no damage is caused to the existing canal CD works and other similar structures which have been constructed by other agencies during project execution. If any damage is caused, it has to be rectified at his own risk and cost.

Contractor should carryout additional test required to test the suitability of materials including borrow area before using the same either as sub-grade or base course materials.

All safety precautions, warning signs, night illumination, reflectors, deployment of security guards has to be ensured so that no untoward incident happens on account of negligence or any project activity. Contractor should indemnify the client to that extent.

Contractor should adhere to HSE policy applicable for similar projects. Contractor to that extent should submit HSE document defining all the procedure including the policies before execution of the project.

When embankments are constructed disputes arising on account of damages to the existing field / channels, bunds and other private properties, if any, has to be resolved by the contractor. All precautions should be taken by the contractor so that there are no damages to such public private properties.

Contractor should take all precautionary measures to avoid any damage to the utilities during excavation as well as utility shifting. To that extent the contractor should indemnify the client.

The tenderer who quotes amount less than amount put to tender should pay difference amount in the form of FDR purchased through any nationalized bank payable at Tumkur only in favor The Executive Engineer at the time of execution of the tender agreement.

If any postponement of receipt date of tender, the same will be published in the KPP Portal portal.

All the originals of uploaded documents in KPP portal should be produced within 7 working days from the date of opening of Technical Bid at the Division Office, failing which the tender is liable for rejection. No separate communication will be made in this regard, failing which action will be taken as per tender conditions and registration rules.

Further particulars, if any, required by the Contractor can be had from the office of the Executive Engineer, PWD, Division,Kolar during office hours on all working days

The contractor who participates in tenders for more than one work for which tenders are invited in this IFT, the tenderer must fulfill all the conditions and criteria cumulatively for the participated works.

The returns submitted to the I.T. along with the Profit and Loss account statement should be uploaded for the financial turnover criteria attested by Chartered Accountant. The Turnover certificate should be obtained from the Chartered Accountant having UDIN number, if failed to satisfy the condition the tender will be Rejected

The intending contractors are requested to note that they should abide by the detailed instructions and conditions contained in the Standard Tender documents KW-4 K.P.W.D. and further orders there on.

Contractor should execute the project with least impact to the environment especially during Cement concrete work.

Materials like bitumen, steel, cement etc., required for the work shall be procured by the tenderer and should get it tested by the quality control authority before using it for the work at their own cost.

MSME and NSIC Certificates are not valid as EMD payment as per GO.295/2019/ Dt. 26-03-2019.

The defect liability period for this project shall be 2 years DLP followed by routine maintenance as per BOQ for subsequent 3 years

Estimate rates are excluding GST as per common SR 2023-24

As per govt circular LAC LAW198/2024 Dated 30/11/2024 Arbitration clause was Deleted.

Bidder Should submit the Original bank Gaurantee of EMD on before the last date and time notified in the tender document to the Office of Excecutive Engineer PWD Division Kolar

The quantities for the necessary deviation road and cofferdam are provided on a one-time basis in the BOQ and any additional quantities required for completion of the work shall be deemed included in the Contractors rates, no extra payment shall be admissible, and such works shall be executed at the Contractors own cost and risk

Technical Criteria

Capabilities of Vendor

3.2 b. To qualify for award of this contract, each Tenderer in its name should have in the last five years i.e. 2021-22 to 2025-26 satisfactorily completed(Atleast 90% of the Contract Value) as a prime contractor for at least one similar Bridge work to an extent of 50% of the cost of the work, such as Bridge work of value not less than Rs.275.99 (Past experience ) Certified duly by the 0fficer not below the rank of Executive Engineer.

Work Done Certificate

3.2 c. executed in any one year, the following minimum 80% quantities of work:1) RCC/PCC in Cum-906.00 2) TMT Steel in Tonnes-51.80 3) Earth work Excavation & embankment/ Subgrade/Earthen Shoulder in Cum-31430.66 4) GSB/WMM-in Cum-3185.00 5) BM/BC/DBM/SDBC-639.00 In cum (80% of peak rate of construction)

Work Done Certificate

Owning the following key and critical equipment for this work (minimum capacity of 40/60 TPH ) Hot mix plant/Batch Mix Plant 1No, Static Compactor 1 No, Dewatering pump 1 No, Mechanical Paver finisher 1 No., Tippers 2 Nos, Mini concrete batching plant 1 No, Excavator 0.90 cum Bucket capacity 1 No, Water tanker 1 No, Steel centering & shuttering-400 sqm

Others -- Own equipments

Construction equipment on lease or hire basis by the tenderer and equipment proposed to be deployed on this contract, if awardedDewatering Pump-1,Truck mounted Bitumen Sprayer-1,Soil Compactor-1,Excavator 0.90 cum Bucket capacity-1,Tipper Trucks-2,Water tanker-2,Steel centering & shuttering-400 sqm

Others -- Lease equipments

Financial Status

3.1All Tenderers shall provide the requested information accurately and in sufficient detail in Section 3 Qualification information. 1.To qualify for award of this contract,each Tenderer in its name should have in the last five years i.e. 2021-22 to 2025-26 achieved in at least two financial years an average of minimum financial turnover(in all classes of civil engineering construction works only) of Rs.1103.92 Lakhs Financial Status(Certificate from CA with UDIN Number,if Failed to satisfy the condition tender will be rejected)

Audited CA Certificate of Annual Turnover

liquid assets and /or availability of credit facilities of not less than Rs.183.98 Lakhs Credit lines/ letter of credit/ certificates from Nationalized / Scheduled banks banks not less than 3 (Three months ) months old from the date of Tendering for meeting the fund requirement etc (Unconditional Line of Credit)

Line of Credit

3.6 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 (A X N X 2.5 - B)where A-Maximum value of civil engineering works executed in any one year during the last five years (updated to 2026-27 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 2026-27 price level,of existing commitments and on-going works to be completed during the next 9 months (period of completion of the works for which Tenders are invited)

Audited CA Certificate of Annual Turnover

Others

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

Others -- Not required

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

Others -- Not required

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

Others -- Not required

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

Others -- Not required

List of existing commitments and ongoing works

Others -- For B value

List of works for which tenders already submitted

Others -- For B value

Banker Details for reference

Others -- BANK PHONE NUMBER AND ADDRESS

Reports on the financial standing of the tenderer, such as profit and loss statements and auditors reports for the last five years

Others -- Reports on the financial standing of the tenderer, such as profit and loss statements and auditors 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

Others -- Not required

List of Financial Resources with Certificates

Others -- Not required

Work Locations

Fee & Financial Details

Tender Fee Amount

₹5,000

EMD Fee Amount

₹8.3 L

Important Dates

Last Activity

18 Apr 2026

Published

10 Apr 2026

Bid Opening

21 Apr 2026

Download Ends

17 Apr 2026

Pre-Bid Meeting

16 Apr 2026

BOQ Preview

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Reconstruction of bridge and Improvement of road curve including construction of approach roads at Chainage 78.220 to 78.299 Km on Devanahalli Kempapura Road (SH-96), K.G.F. Taluk, Kolar District

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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 ...

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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead. Ref to MoRT&H : IRC - 3...

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Mechanical Means -

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Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, stru...

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Surface Drains in Soil - Construction of unlined surface drains of average cross- sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated mate...

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Compacting Original Ground - Compacting original ground supporting embankment - Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of emba...

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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...

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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 ...

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Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (R...

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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, transporta...

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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 ref...

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Supplying and Fixing of Molded Shank Raised Pavement Markers / Cats Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total int...

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Retro-Reflectorised Traffic Signs - Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class B Type IV ret...

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Direction and Place Identification Signs upto 0.9 m2 Size Board. - Providing and erecting direction and place identification retro- reflectorised sign as per IRC:67:2022 made of high intensity...

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Road Delineators - Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fit...

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Metal Beam Crash Barrier - Type - A, W : Metal Beam Crash Barrier - Providing and erecting a W metal beam crash barrier system comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm...

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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...

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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and ...

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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 ...

•

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 ...

•

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 ...

•

Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with app...

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Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with app...

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Maintenance of Earthen Shoulder (filling with fresh soil) - Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with app...

•

Mechanical Means -

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Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, stru...

•

Mechanical Means -

•

Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, stru...

•

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 ...

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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 ...

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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 fro...

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Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification - Granular material. Ref to MoRT&H : IRC - 710.1...

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Providing 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 ...

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Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2705 ---- With all leads and lifts cost and conveyance of all materials, cost of labour,...

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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification. Ref to MoRT&H : IRC - 2700 ---- With all leads and lifts cost and conveyance of all materials, co...

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Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant). Ref to MoRT&H : IRC - 15...

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Crash Barrier for Bridges - Provision of an Reinforced cement concrete crash barrier at the bridge deck & approaches to bridge structure, constructed withReinforced cement concrete with ...

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Painting on concrete surface - Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and apply...

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Filler joint - Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up...

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Mechanical Means -

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Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, stru...

•

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 ...

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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...

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt...

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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...

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Dismantling of Structures - Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, inc...

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Prime Coat over WMM/WBM, Providing and applying primer coat with SS1 grade Bitumen Emulsion on

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prepared surface of granular base including cleaning of road surface and spraying primer at the rate of

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Tack coat on Granular surface treated with primer Providing and applying tack coat with RS1

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Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on

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Granular Surface ---- W...

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Tack coat on Bituminous surface. Providing and applying tack coat with RS1 Bituminous Emulsion

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using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface

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Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed

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aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of

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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 per cent of mix and filler, t...

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Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade

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Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces,...

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Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade

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Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces,...

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Filling Pot-holes and Patch Repairs with Open-Graded Premix surfacing, 20mm (using VG-30 Grade

•

Bitumen) Removal of all failed material, trimming of completed excavation to provide firm vertical faces,...

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Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,

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machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tyin...

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Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials,

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machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tyin...

•

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, tyin...

•

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, tyin...

•

Construction of granular sub-base by Using available graded Material at site, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface,watering and co...

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NIT Documents

KW-4 35154.doc

Tender Document • 1.65 MB

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