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Name of work :- Sr. No. Materials to be tested Name of laboratory test Frequency of testing Remarks 1 2 3 4 5 Consistency Initial & Final setting time Compressive strength Fineness Soundness Specific gravity Chemical analysis Potability Salinity Chemical analysis Fineness modules Specific gravity Water absorption Clay & Fine silt content Gradation test Pentography exclusiation 1 Cement Upto 50 M.T. = 1 Sample 50 to 100 M.T. = 2 Sample 100 to 200 M.T. = 3 Sample 200 to 300 M.T. = 4 Sample 300 to 500 M.T. = 5 Sample 500 to 800 M.T. = 6 Sample 800 to 1300 M.T. = 7 Sample and 8 Sample for large consignment As per receipt of cement, one sample of 15 Kg. from 20 bags in consignment of 50 M.T. shall be taken for testing. Minimum one sample for each consignment less than 50 M.T. of cement received. 3 Sand 1 test per each source of supply per every working season. Or as required while execution or change of quarry. PORBANDAR NAGARPALIKA PORBANDAR RESURFACING OF EXISTING ROAD WITH ASPHALT AT VARIOUS LOCATINOS IN PORBANDAR, DIST: PORBANDAR Material test schedule 2 Water 1 test per each source of supply per every working season. Or as required while execution or change of source. Specific gravity Soundness Water Absorption Impact Value Gradation Test Crushing Test Abrasion Value Flakniness Specific gravity Impact Value Flakiness Abration Value Crushing Test Water Absorption Elongation Tensile Strength Bend and rebend test Yield Strength Dimension Test Compressive strength Water absorption Soundness 1 to 5 Cum. = 1 Test 6 to 15 Cum = 2 Test 16 to 30 Cum = 3 Test 31 to 50 Cum = 4 Test 51 & above 4 + 1 test each 50 Cum. 9 Earth work C.B.R. test (soaked and unsoaked) 1 test per per every 3000 Cum. Or as required while execution. Penetration test as per IS 1203 Ductility test 6 CRS steel One test per 20 M.T. for each categories & every lots supplied. Or as required while execution 8 C.C. Cubes (Ordinary & Controlled C.C. ) Compressive Strength for 7 & 28 days 5 H.B. Stone aggregate Upto 100 Cum. one Test Or as required while execution or change of quarry. 4 Crushed Stone aggregate 1 Test / 150 Cu.m Or as required while execution or change of quarry. Rubble Minimum one test per quarry or change of quarry Or as required while execution or change of source. Or as required while execution 7 Asphalt (1) Emulsion (2) Bulk 80/100 10 1 to 10 tanker = 1 test 11 to 20 tanker = 2 test 21 to 50 tanker = 3 test Or as required while execution Specific gravity test Softening point test Viscocity test Binder Temperature for application Rate spread of binder 12 Soft Murrum / Atterbergs limit 1 Test / 50 Cum. Or as required while execution Aggregate impact value Flakiness index Water Absorption Gradation Test Stripping value Soundness Crushing Test Aggregate impact value Flakiness index Water Absorption Gradation Test Stripping value Soundness Crushing Test 11 14 B.B.M (Manually) Up to 100 cum. = 1 test 101 to 500 cum. = 3 test 501 to 1500 cum. = 5 test 1501 to 5000 cum. = 7 test 5001 & above = 1 additional test Or as required while execution. Tack coat (2) Bulk 80/100 (3) Buld 60/70 21 to 50 tanker = 3 test 51 to 100 tanker = 4 test remaining every 50 tanker = 1 test 13 B.B.M (Manually) Up to 100 cum. = 1 test 101 to 500 cum. = 3 test 501 to 1500 cum. = 5 test 1501 to 5000 cum. = 7 test 5001 & above = 1 additional test Or as required while execution. As regular close interval Two test per day Or as required while execution Binder Temperature for application Rate spread of binder Note :- 1 2 Samples to be sent by contractor to GERI. (Signature of Contractor ) Chief Officer PORBANDAR Nagarpalika PORBANDAR Testing of materials should be as per statement attached with the specification. The materials shall be tested in GERI Bill for testing shall be paid by the Deptt. and 1% (One percent) of amount put to tender from the running account bills

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