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Tender Value
₹54.8 L
EMD Value
₹1.1 L
Closing Date
21 Sept 2026, 4:00 pmClosed
Karnataka Neeravari Nigam Limited
N M Divate
Consultancy Services for Third Party Inspection, Testing and Quality Assurance for work of Providing of Raising Main pipe (Design, supply, erection, testing and commissioning) including allied works such as anchor blocks, thrust blocks, structures for crossings, necessary valves, surge protection works, railway crossing and delivery chamber at Ch.148.800 of Ghataprabha Right Bank Canal in Badami taluk of Bagalkote district ANWAL LIFT IRRIGATION SCHEME Stage2
KNNL/2026-27/SE0493
KNNL/2026-27/SE0493
Open
Two Tender Document System(Two Cover)
KNNL Division MBC Div Gaddanakeri
18 documents required · 18 mandatory
Work done certificate not less than 27.42 lakhs(Complete detailed criterion in para 1.9, Sl no. 1 of tender notification)
ADEQUACY OF THE PROPOSED WORK PLAN AND METHODOLOGY IN RESPONDING TO THE TOR (detailed criterion in para 1.9 , sl no. 3 of tender notification)
Suitability of the knowledge transfer program, including submission of latest training certificates related to the third party inspection (complete detailed criteria is in para 1.9, sl no. 7 of tender notification)
Qualification and competence of the key professional staff for the Assignment.Key Expert/ Person s Qualification and Experience (complete detailed criterion in para 1.9 sl no. 6 of tender notififcation
financial turnoverof not less than Rs. 54.83 Lakhs (complete detailed criterian in para 1.9, of TN sl no. 4)
third party consultancy work not less than Rs. 137.93 Crores (complete detailed criteria in para 1.9, sl no. 2 of tender notification
The Consultant shall have own fully equipped Quality Analysis Laboratory and mobile Laboratory for Quality assurance of Civil application usage materials to full fill the methodology criteria as mentioned in para 1.9, sl no. 5 of tender notification
₹1,380
₹1.1 L
11 Sept 2026
11 Sept 2026
23 Sept 2026
18 Sept 2026
Sulphate test conducted with relevent IS Codes and Manual for soil as directed by Engineer Incharge,.
Consistency test for cement,.,.
Fineness for cement,.
Soundness test for cement,.
Initial and Final Setting Time test for cement,.
Compressive Strength test for cement,.
Sieve analysis test for sand,.
Particle Finer than 75 micron test for sand,.
Specific Gravity, Bulk Density, bulking and moisture content and absorption test for sand,.
Fineness Modulus test for sand,.
Silt Content test for sand,.
Sieve analysis test for course aggregates,.
Particle finer than 75 micron test for course aggregates,.
Specific Gravity, Bulk Density test for course aggregates,.
Abrasion Value test for course aggregates,.
Impact value test for course aggregates,.
Ten percent Fines value test for course aggregates,.
Crushing Value test for course aggregates,.
Stripping Value test for course aggregates,.
Reinforcement steel - Physical properties up to 20mm test for steel,.
Reinforcement steel - Physical properties more than 20mm test for steel,.
Compressive Strength test for cement concrete,.
Slump test for cement concrete,.
Ultra Sonic Pulse velocity Test for cement concrete,.
Physical inspection including Diameter, Thickness, Ovality and Fabrication. Conducted with relavant IS Codes and Manual as directed by Engineer incharge.(IS 3589-2001). (20% of total no of MS pipes),.
Tests for internal Epoxy coating for all MS pipes (100%) conducted with relavant IS Codes and Manual as directed by Engineer incharge.(IS 101-1988),.
Tests on outer surface Wrapping material (20 % total pipes wrapping material) (a. Pull of adhesion test-ISO 4624 b.Gauge Test c.Water absorption test IS 1124(1974) d. Cold flexibility test e. Electric Sensitivity test ) conducted with relavant IS Codes and Manual as directed by Engineer incharge.(IS 10221-2008),.
Hydro Pressure test ( Required equipment such as pressure gauge, generator etc, and water filling motor to be provided by Consultant and required amount of Water to be provided by construction agency).conducted with relavant IS Codes and Manual as directed by Engineer incharge. (For Every 500.00 mtr length after laying of MS Pipes) (IS 3589-2001),.
Radiography Test (50 % of welded lengths) conducted with relavant IS Codes and Manual as directed by Engineer incharge.(IS 2595-2008),.
Ultrasonic pulse velocity test (for per welding joints) conducted with relavant IS Codes and Manual as directed by Engineer incharge.(IS 3664-1981),.
Concrete Design Mix (Curing method)- M25,.
Concrete Design Mix (Curing method)- M30,.
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TEST DESCRIPTION AND PHOTOS PDF PART 2.pdf
Others - ENCLOSURE2 • 58.86 MB
LOC FORMAT XIV.docx
Others - LOC FORMAT XIV • 0.43 MB
ENCLOSURES.pdf
Others - ENCLOSURE3 • 10.23 MB
C 1 pdf.pdf
Others - ENCLOSURE5 • 37.85 MB
tn alis2 third party.docx
Others - tender notification • 0.04 MB
TEST DESCRIPTION AND PHOTOS PDF PART 1.pdf
Others - ENCLOSURE1 • 68.58 MB
dtp alis2 third party.docx
Others - dtp • 1.59 MB
C 2 pdf.pdf
Others - ENCLOSURE6 • 38.59 MB
CLAUSE.pdf
Others - ENCLOSURE4 • 0.11 MB
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