Tender For Empanelment Of Material Testing Laboratories For The Works Under State Water And Sanitation Mission

Sharing tender

Tender For Empanelment Of Material Testing Laboratories For The Works Under State Water And Sanitation Mission- ( 1 ) Physicaliests For Coarse Aggregaic. Which Includes The Following A Sieve Analysis B Specific Gravity C Bulk Density D Water Absorption E Impact Value F Crushingvalue G Elongationindex H Flakinessindex ( 2 ) Physical tests for Fine aggregate Which Includes The Following: A Sieve analysis B Specificgravity C Water Absorption D Bulkdensity E %Finerthan751.1 ( 3 ) Cement ( Physical Test ) Which Includes The Following: A Fineness ( Blaines, M2 / Kg ) B Setting time ( Minutes ) Initial Final C Compressive strength ( Mpa ) 3, 7&28Days Soundness D Le-Chateliersexpansion ( Mm ) ( 4 ) Reinforeementsteeutmtbars Which Includes The Following: A Tensilestrength, Yieldandelongation B Bendtest C Rebendtest D Chemicalanalysis ( C, S&P ) ( 5 ) Concrete For Compressive Strength Of Cubes Up To M50 ( 6 ) Core / Cylinder-Compressive Strength ( 7 ) Hdpepipe With Following Tests: A Visual Appearance B Dimensions, Mm ( Means Outside Diameter ) I Minimum Ii Maximum C Colour D Identification Of Strip ( Dimension Of Strip ) E Carbon Black Content, % F Carbon Black Dispersion Density At 27° C, Kg / M3 H Reversion , % I Melt Flow Rate, G / 10 Min ( At 190° C, 5 Kg ) J Hydraulic Characteristics At Induced Stress 4.9 Mpa And 80° C For 48 Hrs. K Elongation At Break, % 1 Oxidation Induction Time ( Oit ) , Min ( 8 ) G.I. / Steeltube With Following Tests: A Chemical Tests ( % By Mass ) I Carbon Ii Manganese Iii Sulphur Iv Phosphorous B Mass Of Zinc Coating, Gin / M2 ( Min. Individual ) C Mechanical Properties Of Metals ( Physical Properties ) I Dimensions, Mm ( Including Coating ) Ii Outside Diameter Iii Wall Thickness Iv Mass Of Tube, Kghntr ( Plain End ) V Tensile Strength, Mpa Vi Elongation, ( % ) ( Gauge Length- 5.65 Sq. Root Area ) Vii Bend Test ( 9 ) D.I. With Following Tests: A Visual Inspection B Wall Thickness C External Diameter D Length E Straightness F Ovality G Tensile Strength H Elongation I Hardness J Zinc Coating Mass K Hydro Static Pressure 1 Cement Mortar Lining M Bore Dia After Cement Mortar Lining N Bitumen Thickness O Marking ( 10 ) Ndt Test With Upv Testing ( 11 ) Ndt Test For Rebound Hammer Testing ( 12 ) Bricks- Building / Flyash Which Includes The Following: A Water Absorption B Compressivestrength C Efflorescence D Dimensions ( 13 ) Paver Block Which Includes The Following: A Dimensions B Water Absorption C Compressive Strength ( 14 ) Mix Design Of Following Grades Of Concrete: A Gradeofconcretem20 B Gradeofconcretem25 C Gradeofconcretem30 D Gradeofconcretem3 5