Client Independent Engineer Concessionaire EPC Contractor Sub Contractor Sl No. 1 EARTH WORK : OGL : NATIONAL HIGHWAYS AUTHORITY OF INDIA : CDM SMITH Inc JV with WILBUR SMITH ASSOCIATES Pvt Ltd. : HK TOLL ROAD PVT. LTD. : RELIANCE UTILITY ENGINEERS PVT.LTD. : LARSEN & TOUBRO LIMITED-ECC DIVISION. 1.01 ATTERBERGS LIMIT OF CONSISTENCY IS 2720 Part 5 1test/250m 0 3 0 3 3 98000 534 0 534 534 98000 537 0 537 537 1.02 MODIFIED PROCTOR IS 2720 Part 8 1test/250m 0 3 0 3 3 115750 605 0 605 605 115750 608 0 608 608 1.03 GRADATION / SAND CONTENT IS 2720 Part 4 1test/250m 0 3 0 3 3 103750 557 0 557 557 103750 560 0 560 560 1.04 CBR IS 2720 Part 16 1test/250m 0 3 0 3 3 38500 243 14 257 243 38500 246 14 260 246 1.05 FREE SWELL INDEX IS 2720 Part 40 As 0 3 0 3 3 100750 530 1 531 530 100750 533 1 534 533 1.06 F.D.D. TEST FOR OGL (Nos) IS 2720 Part 28 1 test/1000 sqm 4256 67 0 67 67 626213 6512 39 6551 6512 630469 6579 39 6618 6579 2 EARTH WORK : Embankment/Subgrade (Borrow Area Soil ) 2.01 ATTERBERGS LIMIT OF CONSISTENCY IS 2720 Part 5 2 test/3000 cum 0 0 0 0 0 807000 545 0 545 545 807000 545 0 545 545 2.02 MODIFIED PROCTOR IS 2720 Part 8 2 test/3000 cum 0 0 0 0 0 808500 546 0 546 546 808500 546 0 546 546 2.03 FREE SWELL INDEX IS 2720 Part 40 As 0 0 0 0 0 805500 544 0 544 544 805500 544 0 544 544 2.04 GRADATION / SAND CONTENT IS 2720 Part 4 2 test/3000 cum 0 0 0 0 0 799500 540 0 540 540 799500 540 0 540 540 2.05 C.B.R. IS 2720 Part 16 1 test/3000 cum 0 0 0 0 0 1131000 413 19 432 413 1131000 413 19 432 413 2.06 DELETERIOUS CONTENT IS 2720 Part 27 1 test per Source 0 0 0 0 0 78000 44 0 44 44 78000 44 0 44 44 2.07 C AND ø VALUE IS 2720 Part 13 1 test/ 3000 Cum. 0 0 0 0 0 688500 254 0 254 254 688500 254 0 254 254 3 EARTH WORK : Embankment/Subgrade ( Control Sample) 3.01 ATTERBERGS LIMIT OF CONSISTENCY IS 2720 Part 5 2 test/3000 cum 7500 5 0 5 5 531000 335 0 335 335 538500 340 0 340 340 3.02 MODIFIED PROCTOR IS 2720 Part 8 2 test/3000 cum 7500 5 0 5 5 531000 335 0 335 335 538500 340 0 340 340 3.03 FREE SWELL INDEX IS 2720 Part 40 As 7500 5 0 5 5 531000 335 0 335 335 538500 340 0 340 340 3.04 GRADATION / SAND CONTENT IS 2720 Part 4 2 test/3000 cum 7500 5 0 5 5 531000 335 0 335 335 538500 340 0 340 340 3.05 C AND ø VALUE IS 2720 Part 13 1 test/ 3000 Cum. 0 0 0 0 0 276000 78 0 78 78 276000 78 0 78 78 3.06 C.B.R. IS 2720 Part 16 1 test/3000 cum 12000 4 0 4 4 468000 179 0 179 179 480000 183 0 183 183 3.07 F.D.D. TEST FOR Embankment (In Nos) IS 2720 Part 28 1 test/1000 sqm 115768 1550 0 1550 1550 4672871 55873 151 56024 55873 4788639 57423 151 57574 57423 3.08 F.D.D. TEST FOR SUBGRADE (In Nos) IS 2720 Part 28 1 test/500 sqm 59706 785 0 785 785 2664275 46679 147 46826 46679 2723981 47464 147 47611 47464 3.09 F.D.D. TEST FOR SHOULDER (In Nos) IS 2720 Part 28 1 test/500 sqm 0 0 0 0 0 239763 3875 18 3893 3875 239763 3875 18 3893 3875 4 GSB Design Mix (Including Stock Pile) Six Laning of Hosur - Krishnagiri Section of NH-7 from Km 33.130 to Km 93.000 (Length Km 59.87) in the State of Tamil Nadu under NHDP Phase V as BOT(Toll) on DBFOT Pattern IS tion /Method MONTHLY PROGRESS REPORT FOR THE MONTH OF APRIL - 2014 ( SEC - A & SEC - B) RPD/ID/MPR/T/81 in Current required cumulative cumulative done Current to 4.01 GRADATION Table 400-1,Gr1 0 0 0 0 158 5 163 158 158 5 163 158 4.02 ATTERBERGS LIMIT OF CONSISTENCY IS 2720 Part 5 0 0 0 0 154 0 154 154 154 0 154 154 4.03 MODIFIED PROCTOR IS 2720 Part 8 0 0 0 0 0 108211 17 0 17 17 108211 17 0 17 17 4.04 C.B.R. IS 2720 Part 16 0 0 0 0 11 0 11 11 11 0 11 11 4.05 10% FINES VALUE BS : 812 Part 3 0 0 0 0 34 1 35 34 34 1 35 34 4.06 WATER ABSORPTION IS 2386 Part 3 0 0 0 0 11 0 11 11 11 0 11 11 4.07 DELETERIOUS CONTENT IS 2720 Part 27 0 0 0 0 3 0 3 3 3 0 3 3
5 GSB (site sample) IS tion /Method in Current required cumulative cumulative done Current to 5.01 GRADATION Table 400-1,Gr1 1test/200 cum 6789 39 0 39 39 197300.27 1378 12 1390 1378 204089.27 1417 12 1429 1417 5.02 ATTERBERGS LIMIT OF CONSISTENCY IS 2720 Part 5 1test/200 cum 39 0 39 39 1373 0 1373 1373 1412 0 1412 1412 5.03 MODIFIED PROCTOR IS 2720 Part 8 As 2 0 2 2 31 0 31 31 33 0 33 33 5.04 C.B.R. IS 2720 Part 16 As 0 0 0 0 0 0 0 0 0 0 0 0 5.05 10% FINES VALUE BS : 812 Part 3 As 0 0 0 0 20 0 20 20 20 0 20 20 5.06 WATER ABSORPTION IS 2386 Part 3 As 0 0 0 0 0 0 0 0 0 0 0 0 5.07 DELETERIOUS CONTENT IS 2720 Part 27 As 0 0 0 0 2 0 2 2 2 0 2 2 5.08 F.D.D. TEST FOR G.S.B (In Nos) IS 2720 Part 28 1test/500 sqm 31449 340 0 340 340 721389.50 16260 122 16382 15785 752838.50 16600 122 16722 16125 6 WMM Mix Design 6.01 INDIVIDUAL GRADATION Table 400-11 0 0 0 0 79 0 79 79 0 79 6.02 COMBINED GRADATION Table 400-11 0 0 0 0 9 0 9 9 0 9 6.03 ATTERBERGS LIMIT OF CONSISTENCY IS 2720 Part 5 0 0 0 0 9 0 9 9 0 9 6.04 MODIFIED PROCTOR IS 2720 Part 8 0 0 0 0 8 0 8 8 0 8 6.05 E.I. & F.I. IS 2386 Part 1 0 0 0 0 7 0 7 7 0 7 6.06 A.I.V./L.A.A.V IS 2386 Part 4 0 0 0 0 7 0 7 7 0 7 6.07 WATER ABSORPTION IS 2386 Part 3 0 0 0 0 9 0 9 9 0 9 6.08 SOUNDNESS IS 2386 Part 5 0 0 0 0 1 0 1 1 0 1 7 WMM (Site sample) 7.01 GRADATION Table 400-11 1test/100 cum 10040 111 0 111 111 196709.22 3284 8 3292 3284 206749.22 3395 8 3403 3395 7.02 ATTERBERGS LIMIT OF CONSISTENCY IS 2720 Part 5 1test/100 cum 111 0 111 111 2981 0 2981 2981 3092 0 3092 3092 7.03 MODIFIED PROCTOR IS 2720 Part 8 As 2 0 2 2 31 0 31 31 33 0 33 33 7.04 E.I. & F.I. IS 2386 Part 1 1test/200 cum 83 0 83 83 2192 0 2192 2192 2275 0 2275 2275 7.05 A.I.V.or L.A.A.V IS 2386 Part 4 1test/200 cum 83 0 83 83 2203 0 2203 2203 2286 0 2286 2286 7.06 WATER ABSORPTION IS 2386 Part 3 As 0 0 0 0 0 0 0 0 0 0 0 0 7.07 SOUNDNESS IS 2386 Part 5 As 0 0 0 0 0 0 0 0 0 0 0 0 7.08 F.D.D. TEST FOR W.M.M. (In Nos) IS 2720 Part 28 1set/500sqm 47061 408 0 408 408 1528273 26767 67 26834 26767 1575334 27175 67 27242 27175 8 CONCRETE MATERIALS 8.01 GRADATION OF FINE AGGREGATES IS 383 1test/day 26 0 26 26 1028 0 1028 1028 1054 0 1054 1054 8.02 GRADATION OF AGGREGATE (20mm) IS 383 1test/day 26 0 26 26 1026 0 1026 1026 1052 0 1052 1052 8.03 GRADATION OF AGGREGATE (12.5 mm/10mm) IS 383 1test/day 26 0 26 26 1026 0 1026 1026 1052 0 1052 1052 8.04 COMBINED GRAD. OF AGGREGATE IS 383 1test/day 26 0 26 26 1022 0 1022 1022 1048 0 1048 1048 8.05 FI (20mm & 10.00mm) IS 2386 Part 1 As 5 0 5 5 457 0 457 457 462 0 462 462 8.06 A.I.V.or L.A.A.V IS 2386 Part 4 As 5 0 5 5 457 0 457 457 462 0 462 462 8.07 SPECIFIC GRAVITY IS 2386 Part 3 As 0 0 0 0 9 0 9 9 9 0 9 9 8.08 WATER ABSORPTION IS 2386 Part 3 As 0 0 0 0 9 0 9 9 9 0 9 9 8.09 PETROGRAPHIC EXAMINATION IS 2386 Part 8 As 0 0 0 0 3 0 3 3 3 0 3 3 8.10 ALKALI SILKA REACTIVITY IS 2386 Part 7 As 0 0 0 0 4 0 4 4 4 0 4 4
IS tion /Method 9 COMP.STRENGTH OF CUBES (SITE FOR STRUCTURES) (IN SETS) in Current required cumulative cumulative done Current to 9.01 M-15 (PCC) 328.5 41 0 41 41 10137.2 1221 0 1221 1221 10465.7 1262 0 1262 1262 9.02 28 Days 64 0 64 64 1968 0 1968 1968 2032 0 2032 2032 9.03 M-20 (Kerb) 510.0 33 0 33 33 1018.5 505 0 505 505 1528.5 538 0 538 538 9.04 28 Days 49 0 49 49 786 0 786 786 835 0 835 835 9.05 M-20 (PCC) 28.25 1 0 1 1 7232.3 690 0 690 690 7260.6 691 0 691 691 9.06 28 Days 1-5 cum=1 21 0 21 21 1263 0 1263 1263 1284 0 1284 1284 9.07 sample, 6 18 0 18 18 476 0 476 476 RCC M-25-15 cum=2 253.00 5066.1 5319.1 494 0 494 494 9.08 28 Days sample, 65 0 65 65 766 0 766 766 831 0 831 831 9.09 16-30cum= 21 0 21 21 1568 0 1568 1568 RCC M-30 3sample, 178.50 17030.4 17208.9 1589 0 1589 1589 9.10 28 Days 30-50 cum = 4 18 0 18 18 2596 2 2598 2596 2614 2 2616 2614 9.11 sample, 51cum 9 0 9 9 1524 0 1524 1524 1533 0 1533 1533 RCC M-35 and above 4+1 87.25 27418.7 27506.0 9.12 28 Days sample for every 27 0 27 27 3472 7 3479 3472 3499 7 3506 3499 9.13 M-35 Pile IS 516 50cum. 0.0 0 0 0 0 884.4 39 0 39 39 884.4 39 0 39 39 9.14 28 Days 0 0 0 2 91 0 91 91 91 0 91 91 9.15 RCC M-40 1698.75 167 0 167 167 13903.9 1505 0 1505 1505 15602.6 1672 0 1672 1672 9.16 28 Days 228 0 228 228 2585 12 2597 2585 2813 12 2825 2813 9.17 M 45 PSC 197.25 2 0 2 2 2600.7 98 0 98 98 2798.0 100 0 100 100 9.18 28 Days 11 0 11 11 226 4 230 226 237 4 241 237 9.19 M40 Paver Block 0 0 0 0 12 2 14 12 12 2 14 12 9.20 28 Days 6 0 6 6 15 2 17 15 21 2 23 21 9.21 0 0 0 0 0 0 0 0 0 0 0 0 PQC (M-40) Cube 150 m 3 = 2 Cubes 0.0 0.0 0.0 9.22 28 Days 0 0 0 0 0 0 0 0 0 0 0 0 9.23 PQC (M-40) 0 0 0 0 0 0 0 0 0 0 0 0 150 m 3 = 2 Beams 0.0 0.0 0.0 9.24 Flexure test 28 Days 0 0 0 0 0 0 0 0 0 0 0 0 9.25 D.L.C. 3 Cube/ 1000sqm 0.0 0 0 0 0 0.0 1 0 1 1 0.0 1 0 1 1 9.26 28 Days 0 0 0 0 0 0 0 0 0 0 0 0 9.27 Grouting 0 0 0 0 0 100 0 100 100 100 0 100 100 11 COMP.STRENGTH OF CUBES (FOR DESIGN MIX TRIALS-INSET) 11.01 M-15 0 0 0 0 51 0 51 51 51 0 51 51 11.02 28 Days 0 0 0 0 58 0 58 58 58 0 58 58 11.03 M-20 (Kerb) 0 0 0 0 6 0 6 6 6 0 6 6 11.04 28 Days 0 0 0 0 13 0 13 13 13 0 13 13 11.05 M-20 0 0 0 0 34 0 34 34 34 0 34 34 11.06 28 Days 0 0 0 0 80 0 80 80 80 0 80 80 11.07 M-25 0 0 0 0 34 0 34 34 34 0 34 34 11.08 28 Days 0 0 0 0 108 0 108 108 108 0 108 108 11.09 M-30 0 0 0 0 48 0 48 48 48 0 48 48 11.10 28 Days 0 0 0 0 119 0 119 119 119 0 119 119 11.11 0 0 0 0 57 0 57 57 57 0 57 57 M-35 11.12 28 Days 0 0 0 0 85 0 85 85 85 0 85 85 IS 516
IS tion /Method in Current required cumulative cumulative done Current to IS 516 11.13 M-35 Pile 0 0 0 0 7 0 7 7 7 0 7 7 11.14 28 Days 0 0 0 0 12 0 12 12 12 0 12 12 11.15 M-40 0 0 0 0 14 0 14 14 14 0 14 14 11.16 28 Days 0 0 0 0 22 0 22 22 22 0 22 22 11.17 M-45 PSC 0 0 0 0 19 0 19 19 19 0 19 19 11.18 28 Days 0 0 0 0 23 0 23 23 23 0 23 23 11.19 PQC (M-40) Cube 0 0 0 0 9 0 9 9 9 0 9 9 11.20 28 Days 3 0 3 3 12 0 12 12 15 0 15 15 11.21 PQC (M-40) 0 0 0 0 7 0 7 7 7 0 7 7 11.22 Flexure test 28 Days 0 0 0 0 23 0 23 23 23 0 23 23 11.23 D.L.C. 0 0 0 0 0 0 0 0 0 0 0 0 11.24 28 Days 0 0 0 0 0 0 0 0 0 0 0 0 12 12.01 CONSISTENCY IS 12269 4 0 4 4 158 0 158 158 162 0 162 162 12.02 INITIAL SETTING TIME IS 12269 4 0 4 4 157 0 157 157 161 0 161 161 12.03 FINAL SETTING TIME IS 12269 4 0 4 4 158 0 157 157 162 0 161 161 12.04 SOUNDNESS TEST IS 12269 4 0 4 4 145 0 145 145 149 0 149 149 12.05 FINENESS IS 12269 Every batch 0 0 0 0 67 0 67 67 67 0 67 67 12.06 COMPRESSIVE STRENGTH IS 12269 12.07 3 days 3 0 3 3 151 0 151 151 154 0 154 154 12.08 7 days 3 0 3 3 155 0 155 155 158 0 158 158 12.09 28 days 4 0 4 4 139 0 139 139 143 0 143 143 12.10 LIME SATURATION IS 12269 0 0 0 0 11 0 11 11 11 0 11 11 12.11 Al2O3/Fe2O3 IS 12269 Once per source 0 0 0 0 11 0 11 11 11 0 11 11 12.12 INSOLUBLE RESIDUE IS 12269 0 0 0 0 11 0 11 11 11 0 11 11 12.13 MgO (%) IS 12269 0 0 0 0 11 0 11 11 11 0 11 11 13 CEMENT (OPC 53 Grade) REINFORCEMENT STEEL (FE500D TATA, FE 500 / FE500D SAIL & JSW ) 13.01 DIAMETER OF BAR TESTED(mm) IS 1786 Every Lot 7 0 7 7 139 0 139 139 146 0 146 146 13.02 YIELD STRESS/0.2% PROOF STRESS (N/mm 2 ) IS 1786 7 0 7 7 139 0 139 139 146 0 146 146 13.03 TENSILE STRENGTH (N/mm 2 ) IS 1786 7 0 7 7 139 0 139 139 146 0 146 146 13.04 ELONGATION (%) IS 1786 7 0 7 7 139 0 139 139 146 0 146 146 13.05 MASS PER METER RUN (kg/m) IS 1786 Every Lot 7 0 7 7 139 0 139 139 146 0 146 146 13.06 BEND TEST IS 1786 7 0 7 7 139 0 139 139 146 0 146 146 13.07 REBEND TEST IS 1786 7 0 7 7 139 0 139 139 146 0 146 146 13.08 DIAMETER IS 1786 7 0 7 7 139 0 139 139 146 0 146 146 13.09 CARBON % IS 1786 7 0 7 7 139 0 139 139 146 0 146 146 13.10 SULPHAR % IS 1786 Every Lot 7 0 7 7 139 0 139 139 146 0 146 146 13.11 PHOSPHORAS % IS 1786 7 0 7 7 139 0 139 139 146 0 146 146 13.12 SULPHAR + PHOSPHORAS % IS 1786 7 0 7 7 139 0 139 139 146 0 146 146
14.A IS tion /Method in Current required cumulative cumulative done Current to 14.01 INTERNAL DIAMETER PF PIPE (mm) IS 458-2003 0 0 0 0 23 0 23 23 23 0 23 23 14.02 BARREL WALL THICKNESS (mm) IS 458-2003 0 0 0 0 23 0 23 23 23 0 23 23 14.03 LENGTH (m) IS 458-2003 0 0 0 0 23 0 23 23 23 0 23 23 14.04 THREE EDGE BEARING TEST IS 458-2003 Every Lot 0 0 0 0 0 228 16 0 16 16 228 16 0 16 16 14.05 HYDROSTATIC TEST IS 458-2003 0 0 0 0 1 0 1 1 1 0 1 1 14.06 WATER ABSORP. / PERMEABILITY TEST IS 458-2003 0 0 0 0 0 0 0 0 0 0 0 0 14.07 TOTAL WEIGHT OF REINFORCEMENT/m IS 458-2003 0 0 0 0 15 0 15 15 15 0 15 15 14.B HUME PIPE NP-4 HUME PIPE NP-3 14.01 INTERNAL DIAMETER PF PIPE (mm) IS 458-2003 0 0 0 0 324 0 324 324 324 0 324 324 14.02 BARREL WALL THICKNESS (mm) IS 458-2003 0 0 0 0 324 0 324 324 324 0 324 324 14.03 LENGTH (m) IS 458-2003 0 0 0 0 324 0 324 324 324 0 324 324 14.04 THREE EDGE BEARING TEST IS 458-2003 Every Lot 0 0 0 0 0 5063 73 0 73 73 5063 73 0 73 73 14.05 HYDROSTATIC TEST IS 458-2003 0 0 0 0 36 0 36 36 36 0 36 36 14.06 WATER ABSORP. / PERMEABILITY TEST IS 458-2003 0 0 0 0 8 0 8 8 8 0 8 8 14.07 TOTAL WEIGHT OF REINFORCEMENT/m IS 458-2003 0 0 0 0 19 0 19 19 19 0 19 19 15 Bitumen (VG-30) 15.01 Penetration IS:1203-1978 Every Lot 35 0 35 35 901 0 901 901 936 0 936 936 15.02 Softening IS:1205-1978 Every Lot 35 0 35 35 901 0 901 901 936 0 936 936 15.03 Absolute Viscosity at 60 o C (Poise) IS:1206-1978 Once in a week 638.76 17 0 17 17 15988.13 177 0 177 177 16626.89 194 0 194 194 15.04 Kinematic Viscosity at 135 o C (cst) IS:1206-1978 Every Lot 18 0 18 18 620 0 620 620 638 0 638 638 15.05 Specific Gravity IS:1203-1978 Once in a week 0 0 0 0 0 0 0 0 0 0 0 0 15.06 Third party tests 0 0 0 0 5 0 5 5 5 0 5 5 16 CRMB -60 16.01 Penetration IS:1203-1978 35 0 35 35 445 0 445 445 480 0 480 480 16.02 Softening IS:1205-1978 1 Test per Lot 35 0 35 35 447 0 447 447 482 0 482 482 16.03 Elastic Recovery IS:1208-1978 302.68 35 0 35 35 4454.544 440 0 440 440 4757.224 475 0 475 475 16.04 Separation IS:1205-1978 1 0 1 1 113 0 113 113 114 0 114 114 16.05 TFOT IS:9382-1979 Once in a week 1 0 1 1 32 0 32 32 33 0 33 33 16.06 Specific Gravity IS:1203-1978 0 0 0 0 2 0 2 2 2 0 2 2 19 Dense Bitumenous Macadam (Grade - II) 19.01 Bitumen Extraction Test 1 Test/400MT 38 0 38 38 1405 0 1405 1405 1443 0 1443 1443 19.02 Gradation of Ext. Aggregate Table 500-18, Grad.II 1 Test/400MT 38 0 38 38 1405 0 1405 1405 1443 0 1443 1443 19.03 Gradation of Dry Mix Aggregate Table 500-18, Grad.II 1 Test/400MT 38 0 38 38 1386 0 1386 1386 1424 0 1424 1424 19.04 FI+EI IS 2386 Part 1 1 Test/50M3 6236.435 55 0 55 55 249085.616 2458 0 2458 2458 255322.051 2513 0 2513 2513 19.05 AIV IS 2386 Part 4 1 Test/50M3 55 0 55 55 2460 0 2460 2460 2515 0 2515 2515 19.06 Marshall Density (In Set) ASTM D 2726 1 Test/400MT 38 0 38 38 1246 0 1246 1246 1284 0 1284 1284 19.07 Core Density ASTM D 2726 1 Test/250sqm 164 0 164 164 6891 0 6891 6891 7055 0 7055 7055 19.08 Water Sensitivity Test 0 0 0 0 1 0 1 1 1 0 1 1
20 Bituminous Concrete (Grade-II) IS tion /Method in Current required cumulative cumulative done Current to 20.01 Bitumen Extraction Test 1 Test/400MT 34 0 34 34 387 0 387 387 421 0 421 421 20.02 Gradation of Ext. Aggregate Table 500-10, Grad.I 1 Test/400MT 34 0 34 34 387 0 387 387 421 0 421 421 20.03 Gradation of Dry Mix Aggregate Table 500-10, Grad.I 1 Test/400MT 7531.11 29 0 29 29 96290.63 336 0 336 336 103821.74 365 0 365 365 20.04 FI+EI IS 2386 Part 1 1 Test/50M3 49 0 49 49 720 0 720 720 769 0 769 769 20.05 AIV IS 2386 Part 4 1 Test/50M3 49 0 49 49 720 0 720 720 769 0 769 769 20.06 Marshall Density (In Set) ASTM D 2726 1 Test/400MT 33 0 33 33 387 0 387 387 420 0 420 420 20.07 Core Density ASTM D 2726 1 Test/250sqm 223 0 223 223 3699 0 3699 3699 3922 0 3922 3922 22 Mastic Asphalt 22.01 Bitumen Extraction Test 1 Test / day 0 0 0 0 0 0 0 0 0 0 0 0 22.02 Individual Gradation of Coarse Agg. (13mm) Table-500-30 1 Test / day 0 0 0 0 5 0 5 5 5 0 5 5 22.03 Com. Gradation of Stone Dust & Filler (Lime) Table-500-31 1 Test / day 0 0 0 0 1 0 1 1 1 0 1 1 22.04 Aggregate Impact Value IS 2386 Part 4 1 Test / day 0 0 0 0 1 0 1 1 1 0 1 1 22.05 Casting of Moulds(set) IS 1195 2 Test/day 0 0 0 0 3 0 3 3 3 0 3 3 23 Bitumen Emulsion (SS-1) 23.01 Viscosity test IS:8887 Every Lot 3 0 3 3 46 0 46 46 49 0 49 49 23.02 Rate of Spread for Prime Coat Table-500-1 1 test / 500sqm 14356 37 0 37 37 465029.1 2276 0 2276 2276 479385.1 2313 0 2313 2313 24 Bitumen Emulsion (RS-1) 24.01 Viscosity test IS:8887 Every Lot 3 0 3 3 65 0 65 65 68 0 68 68 24.02 Rate of Spread for Tack Coat Table-500-2 1 test / 500sqm 75066 183 0 183 183 2011790.0 5352 0 5352 5352 2086856 5535 0 5535 5535 25 Elastomeric Bearing IRC-83 25.01 Axial Load Test 1Test per Lot 0 0 0 0 3 0 3 3 3 0 3 3 25.02 Ultimate Compressive Strength 1Test per Lot 0 0 0 0 3 0 3 3 3 0 3 3 25.03 Adhesion strength 1Test per Lot 0 0 0 0 3 0 3 3 3 0 3 3 25.04 Shear Modulus 1Test per Lot 0 0 0 0 3 0 3 3 3 0 3 3 26 Aggregate Stone Polish valuve 1 Test per Source 0 0 0 0 3 0 3 3 3 0 3 3 27 Admixture IS 9103 1Test per Lot 0 0 0 0 26 0 26 26 26 0 26 26 28 Water IS 3025 1 Test per Source 3 0 3 3 5 0 5 5 8 0 8 8 29 Lime IS 1514 1 Test per Source 0 0 0 0 3 0 3 3 3 0 3 3 30 Anti Stripping Agent IS 14982 1 Test per Source 1 0 1 1 7 0 7 7 8 0 8 8 31 Bitumen VG-30 IS 73-2006 3 0 3 3 16 0 16 16 19 0 19 19 32 Bitumen CRMB - 60 IRC SP 53-2002 0 0 0 0 3 0 3 3 3 0 3 3 33 CEMENT (OPC 53 Grade) 2 0 2 2 28 0 28 28 30 0 30 30 34 TATA HT STANDS 0 0 0 0 3 0 3 3 3 0 3 3 35 GEO GRID 0 0 0 0 22 0 22 22 22 0 22 22 36 PERMEABILITY TEST (GSB) IS 11209-1985 0 0 0 0 1 0 1 1 1 0 1 1 37 NITO BAND EPOXY 0 0 0 0 1 0 1 1 1 0 1 1 38 ROCK CORE SAMPLE 0 0 0 0 6 0 6 6 6 0 6 6 39 Thermoplastic paint 0 0 0 0 1 0 1 1 1 0 1 1 40 PAVER BLOCK 0 0 0 0 2 0 2 2 2 0 2 2