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Tender Value
₹19.7 L
EMD Value
₹50,000
Closing Date
20 Aug 2026, 9:30 pmClosed
Karnataka Neeravari Nigam Limited
VIKAS
ConductingThird party ConsultancyServicefor Constructionofroadbridge includingapproachesatKm3.50 nearRamdevaraTemple& improvementstocanalinbetween km3.00to4.00underdistributary No.14ofRBHLC,Reconstruction of superpassageatKm5.40 & ImprovementstoInspection path in betweenkm5.00to6.00ofD14 underRBHLC,ProvidingCClinig in between Km9.10to10.80 under distributaryno16AofRBHLC includingImprovementsto structures,ProvidingC.Clining and Improvementstostructuresin 8LMinorofChagnurbranchunder D14ofRBHLC,ProvidingCClinig and Improvementstostructures in betweenKm2.50to4.00of distributaryno16(A) under RBHLC,ProvidingCC lining in betweenKm0.00to0.60and Improvementstostructuresin2L Minorunderdistributaryno16 of RBHLC,Improvements to RupanagudispringcanalunderD-16A of RBHLCinBallari Tq,Construction of MinorBridgesatAsundivillage BallariDistrict,Improvements to canalnetwork,dropsand reconstructionofHead sluice,Bridge,Superpassage and otherstructuralworks of TungabhadraRBHLC(Package).
KNNL/2025-26/SE0397/CALL-2
KNNL/2025-26/SE0397/CALL-2
Open
Two Tender Document System(Two Cover)
KNNL Division QC Div Munirabad
12 documents required · 12 mandatory
The bidder should furnish the list of works on hand with all details such as bid cost date of entrustment, stipulated date of completion, actual date of completion, completed cost of work, latest status of work.
The intending bidder should have satisfactorily completed (at least 90% of the contract value for ongoing works) as a prime contractor, at least one similar work costing not less than 50% of the amount put to tender i.e for Rs 11.60 Lakhs, during last 5 financial years from 2020-21 to 2024-25. The work done certificate should be issued by an officer not below the rank of Executive Engineer of the concerned Division / Equivalent officer and counter signed by the Superintending Engineer of the same circle / next higher officer. The cost will be updated to the present value by giving a weight age of 10% per annum, if the work is completed prior to the year 2025-26.(One similar work means conducting third party quality control works of construction of road bridges/ improvements to canal & its structures)
The bidder should have an annual financial turnover of minimum of amount put to tender (Rs 23.20 Lakhs) in any two financial years during the last five years (i.e., 2020-21 to 2024-25 Audited balance sheet certified by the chartered accountant should be enclosed. (Additional weightage of 10percent for each year will be given for turn over to bring it to 2025-26)
The bidder/Company(herein after referred to as the bidder) should be empanelled with KNNL/KPWD. Certificate of registration should be enclosed.
The Consultant should be empanelled with KNNL/KPWD. Certificate of registration should be enclosed
All the documents sought under Pre Qualification Criteria are to be uploaded
A copy of the GST Certificate /Provisional GST Certificate/ GST No issued from competent Authority
Latest Copy of the Income tax returns filed for the Financial year 2024-25 (Assessment year 2025-26) or Latest Copy
Employees provident fund (EPF) registration certificate.
ISO 9001:2015 Certificate
₹500
₹50,000
13 Aug 2026
13 Aug 2026
21 Aug 2026
19 Aug 2026
Sieve Analysis
Specific Gravity
Bulk density
Impact Value
Abrasion Value
Crushing Value
Sieve Analysis
Specific Gravity
Water Absorption
Bulk density
BITUMEN
Specific Gravity
Flash point
Fire point
Softening Point
Penetration
Ductility
BITUMINOUS CONCRETE / MIX
Job mix (OGPC/PMC/BM/DBM/BC/SDBC)
Sieve Analysis
Impact Value
Abrasion Value
Flakiness & Elongation Index
Water Absorption
Density
Stripping Value
Consistency
Initial & Final Setting time
Fineness
Compressive Strength
Sieve Analysis
Water Absorption
Impact Value
Abrasion Value
Flakiness & Elongation Index
Physical properties ( mass test,0.2% proof stress,Elongation & Tensile strength test)
Physical properties More than 20mm
Concrete Mix Design (Curing Method)
Concrete Compressive Strength by Normal Curing Method(No of cubes =3840, 1set =3 cubes,hence 3840/3=1280sets)
Sieve Analysis
Liquid & Plastic limits
Standard Compaction (OMC&MDD)
Soaked CBR
Specific gravity
Permeability
Swelling Pressure
Triaxial Shear test
Consolidation
Swelling Pressure
Sieve Analysis
Water Absorption
Liquid & Plastic limits
GSB Mix Design
Rebound Hammer
Field Density test (Core cutter)
Slump test
Modified compaction
Modified compaction
Engineering Graduate Engineer (Common SR Vol-4 23-24 Pg. No A-48)
Providing of Jeep/Vehicle for conveying survey material , Engineers, Labours etc.complete.( PWD SR 23-24 Vol -1 Addendum 6,Slno-76,pg no-135)
In-situ density and In situ Moisture content.( for Testing of Semi pervious/ Pervious sample) Total Qty(6521/300)= 22 No.of samples, Adding 5% for retesting for changing the samples for non confirmity=22x5%=1 nos=22+1=23 core samples
In-situ density and In situ Moisture content. Testing of soil core sample (impervious) Total Qty (23590/300=79 No.of samples Adding 5% for retesting for changing the samples for non confirmity=79x5% = 04 nos=79+4= 83 core samples
In-situ density and In situ Moisture content. Testing of soil core sample (CNS) Total Qty (20376/300= 68No.of samples Adding 5% for retesting for changing the samples for non confirmity= 68x5%= 3 nos 68+03=71core samples
ITEM OF WORK
Sieve Analysis
Specific Gravity
Bulk Density
Impact Value
Abrasion Value
Crushing Value
10% Fines Value
Partical finer than 75 microns
Stripping Value
Sieve Analysis
Specific Gravity
Bulk Density
Bulking & Moisture Content
Water Absorption
Partical finer than 75 microns
Fineness Modulus
Silt Content
Specific Gravity
Flash point
Fire point
Softening Point
Penetration
Ductility
Job mix (OGPC/PMC/BM/DBM/BC/SDBC)
Sieve Analysis
Impact Value
Abrasion Value
Flakiness & Elongation Index
Water Absorption
Density
Stripping Value
Consistency 10 kg
Initial & Final Setting time
Fineness
Soundness
Compressive Strength
Concrete Mix Design (Curing Method)
Ultrasonic pulse velocity test
Rebound Hammer For 10 members (LS)
Physical properties up to 20mm
Physical properties More than 20mm
Sieve Analysis
Liquid & Plastic limits
Standard Compaction (OMC&MDD)
Modified Compaction (OMC&MDD)
Soaked CBR
Specific gravity
Field Density test (Core cutter)
Field Density test (Sand Replacement)
Differential free swell Index
Hydrometer
Unconfined Compressive Strength (UCC)
Permeability
Direct Shear Test
Shrinkage Limit
Swelling Pressure
Triaxial Shear test
Consolidation
For 1000mm dia.
For 1000mm dia.
Ultrasonic Cross Hole Test on pile
Integrity testing of Pile
Plate load test
Engineering Graduate Employee
GSB design mix
Sieve Analysis
Impact Value
Abrasion Value
Liquid and plastic limits
Water Absorption
Modified compaction
Soaked CBR
:Field Density test (Core cutter)
pH (KERS SR 2021-22 )
Assistant Executive Engineer,
Quality Control division
Munirabad
VILLAGE
MALASAMUDRA
KURTAKOTI
ANTUR
HARTI
HOMBAL
LINGADAL
BALAGANUR
KADADI
MARANBASRI
JAKALLI
HOSALLI
KOTBAL
HALAKERI
NIDAGUNDI
RAJUR
LAKKALAKATTI
RAMPUR
MALLAPUR
YAVAGAL
KURUDAGI
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Schedule B 4701 package-1.xlsx
Others - schedule b • 0.04 MB
4701 No6 Canal Bly Combined Package Short term Tender Notification.docx
Others - Short Term notification • 0.05 MB
4701 No6 Canal Bly Package DTP Corrected for call 2.docx
Tender Document • 0.18 MB
SE Recall letter.pdf
Others - Re Tender • 0.90 MB
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