EQUIPMENT AVAILABLE FOR KWRP SITE AS ON Sl.No

EQUIPMENT AVAILABLE FOR KWRP SITE AS ON 30.06.2013 Sl.No Name of Equipment / apparatus/ Tool & Plant with Capacity SOIL 1 CBR Testing Machine set - 2 2 Proving ring of 50 KN 2 3 Proving ring of 25 KN 4 4 Proving ring of 20 KN 1 5 Proving ring of 10 KN 3 6 Proving ring of 2 KN 1 7 Dial gauge of 25 mm 27 8 Nuclear Density Gauge 1 9 Proctor Mould 1000 cc 3 10 Proctor Mould 2250 cc 2 11 CBR Mould NOS 34 12 Hammer ( 4.89kg 2 13 Hammer ( 2.5kg 1 14 Perforated Plate 21 15 Surcharge Weight ( 2.5kg ) 46 16 Surcharge Weight ( 5kg ) 0 17 Spacure Disk 4 18 Sand Pouring Cylinder (20 Cm) 4 19 Try 20 cm dia 11 20 Calibrating Container 4 21 Sand Pouring Cylinder (10 Cm) 1 22 Sand Pouring Cylinder (15 Cm) 3 23 Try for 15 cm dia 8 24 Hot Air Oven ( 0 300 C) 3 25 Rapid moisture meters 6 26 Cassagrande Apparatus Hand operated 2 27 Cone Penetratometer. 1 28 Direct Shear Testing MaChine 1 29 Container 100 30 PVC 1000ml Jar 2 CONCRETE 30 Mortar cube Vibrating Machine 2 31 Vicat Apparatus 1 32 Soundness apparatus (Le-Chatlier mould-set of 6) 1 33 Slump test Apparatus 1 34 Mortar Cube Mould of size 7.06cm X 7.06cm X 7.06cm 29 35 Mortar Cube Mould of size 10cm X 10cm X 10cm 12 36 Lab Concrete Trial Mixer Machine 1 37 Cube Testing Machine (2000 KN) Cap 3 38 Flexural Testing machine (100 KN) cap 1 39 Pycnometer ( 50 ML ) Cap 10 40 Concrete Cube Moulds (15X15X 15 cm) 183 41 PQC Beam Mould (70 x 15x 15 cm) 3 42 Permeability testing appratus for Concrete 4 42A DLC VIBRATOR - AGGREGATE 43 Aggregate Impact Value Apparatus 2 44 Flakiness Gauge 3 130

EQUIPMENT AVAILABLE FOR KWRP SITE AS ON 30.06.2013 Sl.No Name of Equipment / apparatus/ Tool & Plant with Capacity 45 Elongation Gauge 3 46 Pycnometer (1000 ML) 7 47 Wire Basket for density 1 48 Los Angeles abrasion Test Apparatus 2 49 Crushing Value Apparatus 2 50 Riffle Box of (40mm and 20mm ) 6 51 Sand equivalent test apparatus 1 /BITUMINOUS MIXES 52 Marshall Stability Apparatus set-brecking head( 100mm and 150mm) 1 53 Marshal Testing Machine 3 54 Bitumen Penetration Apparatus 2 55 Centrifugal Bitumen Extractor- Motorized - 3 56 Core cutting machine - 2 57 DG set 5 KVA 1 58 Core Bit 100mm dia 0 59 Core Bit 150mm dia 0 60 Marshall Moulds sets of 150mm dia, with base plate and collar 40 61 Marshall Moulds sets of 100mm dia, with base plate and collar 47 62 Air Suction Pump 1 63 Marshall compaction Pedestal for 150mm dia 1 64 Marshall compaction Pedestal for 100mm dia 1 65 Marshall rammers of 150mm dia 1 66 Marshall rammers of 100mm dia 1 67 Water bath 2 68 Specific gravirty bottels of 50ml capacity set 2 69 Specific gravirty bottels of 2litre capacity set 1 70 Softening Point Apparatus - 3 71 Ductility Apparatus 2 72 Brook field Viscometer 0 73 Kinematic Viscometer - With U Tube Viscometers 1 74 Sybolt viscometer 1 75 Straight edge 3 METER WITH MEASURING WEDGE 1 76 Hydrometer -0.95 to 1.0 1 77 Hydrometer -0.7 to 1.0 3 78 Hydrometer -1.0to 1.2 5 79 Hydrometer - 0.8 to.9 2 80 Pavement quality indicator for density 0 81 Bump Intigrator Apparatus 1 82 Oven for thin flim test (Modified bitumen testing) 2 GENERAL 83 Hot Plate-20cm dia 0 84 Electronic Weighing Balance (50 Kg) 3 85 Electronic Weighing Balance (30 Kg) 5 86 Electronic Weighing Balance (15 Kg) 1 87 Electronic Weighing Balance (10 Kg) 1 88 Electronic Weighing Balance (5 Kg) 1 89 Electronic Weighing Balance (600G) 4 90 Pan balance of 30kg capacity 0 131

EQUIPMENT AVAILABLE FOR KWRP SITE AS ON 30.06.2013 Sl.No Name of Equipment / apparatus/ Tool & Plant with Capacity 91 Pan balance of 25kg capacity 1 92 Pan balance of 20kg capacity 0 93 Standard Weights(20 Kg) 58 94 Standard Weights(10 Kg) 3 95 Standard Weights(05 Kg) 4 96 Standard Weights(02 Kg) 11 97 Standard Weights(01 Kg) 4 98 Standard Weights(500 G) 6 99 Standard Weights(200 G) 6 100 Standard Weights(100 G) 4 101 Standard Weights(50 G) 4 102 Standard Weights(20 G) 2 103 Standard Weights(10 G) 2 104 Standard Weights(5 G) 2 105 Digital Thermometer 0-200 deg C 2 106 Measuring container of 30 lit capacity 2 107 Measuring container of 15 lit capacity 1 108 Measuring container of 3lit capacity 2 109 Sample trays of 1m X 1m 15 110 Sample trays of 1m X 0.6m 5 111 Sample trays of 0.6m X 0.6m 2 112 Sample trays of 0.45m X 0.45m 21 113 Sampling containers of 500gm capacity 0 114 Glass beaker- 1000ml capacity 1 115 Glass beaker- 600ml capacity 3 116 Glass beaker 500ml capacity 9 117 Glass beaker 250ml capacity 1 118 Glass measuring Cylinder of 1000ml capacity 2 119 Glass measuring Cylinder of 500ml capacity 3 120 Glass measuring Cylinder of 100ml capacity 5 121 Glass measuring Cylinder of 250ml capacity 8 122 Glass measuring Cylinder of 50ml capacity 2 123 Stop watch DIGITAL 3 124 Glass therometers of 250 o c- 0 125 Glass therometers of 100 o c 0 126 Rain gauge - 2 127 Pepeat 50 ml 0 128 Pepeat 10 ml 0 129 Dyanamic cone penetrometer 0 CHEMICALS FOR HYDROMETER ANALYSIS 130 Sodium Hexamate phosphate 0 131 Potessium cromate 0 132 Amoniya solution 0 133 Hydrocloric acid 0 134 Sliver Nitrate 0 135 Litmus paper blue 0 136 Fliter paper 125 mm dia 0 IS SIEVES 137 G.I.Sieves (450 mm Dia) set 132

EQUIPMENT AVAILABLE FOR KWRP SITE AS ON 30.06.2013 Sl.No Name of Equipment / apparatus/ Tool & Plant with Capacity 138 G.I.Sieves (300 mm Dia) set 139 Brass Sieves (200 mm Dia) set 140 G.I.Sieves (450 mm Dia) : 141 125 mm 1 142 90 mm 1 143 80 mm 1 144 75 mm 1 145 63 mm 1 146 45 mm 0 147 40 mm 2 148 37.5 mm 1 149 31.5 mm 1 150 26.5 mm 1 151 25.0 mm 1 152 22.4 mm 1 153 20.0 mm 1 154 19. 0 mm 1 155 16. 0 mm 2 156 13.2 mm 4 157 14.0 mm 3 158 12.5 mm 2 159 11.2 mm 1 160 10.0 mm 3 161 9.5 mm 1 162 6.7 mm 2 163 6.3 mm 3 164 5.6mm 2 165 4.75mm 1 166 Pan 0 167 G.I.Sieves (300 mm Dia) : 0 168 106 mm 1 169 100 mm 2 170 90 mm 2 171 80 mm 1 172 75 mm 4 173 63 mm 5 174 60 mm 1 175 53 mm 4 176 50 mm 3 177 45 mm 4 178 40 mm 6 179 37.5 mm 4 180 31.5 mm 3 181 26.5 mm 4 182 25 mm 5 183 22.4 mm 4 184 20 mm 7 185 19 mm 8 186 16 mm 4 133

EQUIPMENT AVAILABLE FOR KWRP SITE AS ON 30.06.2013 Sl.No Name of Equipment / apparatus/ Tool & Plant with Capacity 187 14 mm 3 188 13.2 mm 5 189 12.5 mm 8 190 11.2 mm 5 191 10 mm 5 192 9.5 mm 5 193 8.0 mm 3 194 6.7 mm 1 195 6.3 mm 7 196 5.6 mm 2 197 4.75mm 3 198 0.15mm 1 199 Brass Sieves (200 mm Dia) : 200 10 mm 0 201 5.6 mm 2 202 4.75mm 11 203 4.0mm 1 204 2.8mm 1 205 2.36mm 12 206 2.0 mm 5 207 1.70mm 4 208 1.40mm 1 209 1.00mm 7 210 1.18mm 9 211 0. 710mm 3 212 0. 600mm 12 213 0. 425mm 6 214 0. 355mm 1 215 0. 300mm 12 216 0. 212mm 3 217 0. 180mm 3 218 0. 150mm 11 219 0. 090mm 6 220 0. 075mm 10 134

CLIENT EPC CONTRACTOR INDEPENDENT ENGINEER PMC Sl. No. Description of Test Kind of Test KRISHNAGIRI - WALAJAHPET TOLLWAY LTD SIX LANING OF KRISHNAGIRI-WALAJAHPET SECTION OF NH-46 FROM KM.0/000 - KM.148/300, UNDER NHDP-PHASE V NATIONAL HIGHWAYS AUTHOURITY OF INDIA LARSEN & TOUBRO LIMITED - ECC DIVISION ROUGHTON - THEME (JV) EGIS INDIA CONSULTING ENGINEERS PVT. LTD. DETAILS OF LABORATORY TESTS CONDUCTED IN THE MONTH OF JUNE 2014-0+000 to 148+300 Total No. of tests conducted till May'14 No. of Tests conducted in the month of June'14 Total No. of tests conducted till June'14 Completed Passed Failed Completed Passed Failed Completed Passed Failed 1 Atterberg's Limit 689 689 0 0 0 0 689 689 0 2 Sieve Analysis 689 689 0 0 0 0 689 689 0 Ground Supporting 3 Proctor Test 689 689 0 0 0 0 689 689 0 Embankment 4 Free Swelling Index 941 941 0 0 0 0 941 941 0 5 Field Density 22339 21047 1292 0 0 0 22339 21047 1292 6 Atterberg's Limit 250 246 4 0 0 0 250 246 4 7 Suitability test for existing Sieve Analysis 246 246 0 0 0 0 246 246 0 8 cutting material for use in Proctor Test 246 246 0 0 0 0 246 246 0 9 subgrage & embankment Free Swelling Index 246 246 0 0 0 0 246 246 0 10 CBR ( for Sub Grade ) 167 163 4 0 0 0 167 163 4 11 Atterberg's Limit 221 221 0 0 0 0 221 221 0 12 Suitability test for existing Sieve Analysis 221 221 0 0 0 0 221 221 0 13 shoulder material for use in Proctor Test 221 221 0 0 0 0 221 221 0 14 subgrage & embankment Free Swelling Index 221 221 0 0 0 0 221 221 0 15 CBR 221 221 0 0 0 0 221 221 0 16 Atterberg's Limit 134 134 0 0 0 0 134 134 0 17 Sieve Analysis 134 134 0 0 0 0 134 134 0 Testing of Existing subgrade 18 Proctor Test 134 134 0 0 0 0 134 134 0 Material 19 Free Swelling Index 134 134 0 0 0 0 134 134 0 20 CBR 145 145 0 0 0 0 145 145 0 21 Atterberg's Limit 1577 1577 0 0 0 0 1577 1577 0 22 Borrow Material Testing for Sieve Analysis 1577 1577 0 0 0 0 1577 1577 0 23 use in embankment, Proctor Test 1579 1579 0 0 0 0 1579 1579 0 24 subgrade, shoulber & RE Wall Free Swelling Index 1577 1577 0 0 0 0 1577 1577 0 25 filling Direct Shear test 434 434 0 0 0 0 434 434 0 26 CBR ( for Sub Grade ) 572 572 0 0 0 0 572 572 0 27 Field Density ( Embankment ) 100389 96006 4408 0 0 0 100389 96006 4408 Field Density for 28 Field Density ( subgrade) 76290 74682 1553 0 0 0 76290 74682 1553 embankment,subgrade,should 29 er & RE wall area Field Density ( shoulder ) 17988 17296 692 0 0 0 17988 17296 692 Remarks 135

Sl. No. Description of Test Kind of Test Total No. of tests conducted till May'14 No. of Tests conducted in the month of June'14 Total No. of tests conducted till June'14 Completed Passed Failed Completed Passed Failed Completed Passed Failed er & RE wall area 30 Field Density ( RE Wall) 70448 69236 1218 0 0 6 70448 69236 1224 31 Atterberg's Limit 2568 2568 0 0 0 0 2568 2568 0 32 Sieve Analysis 2527 2525 2 0 0 0 2527 2525 2 33 Proctor Test 17 17 0 0 0 0 17 17 0 34 GSB CBR 10 10 0 0 0 0 10 10 0 35 10 % Fines Value 10 10 0 0 0 0 10 10 0 36 Water Absorption 10158 10148 0 0 0 0 10158 10148 0 37 Field Density 19918 19743 205 0 0 0 19918 19743 205 38 Sieve Analysis 4080 4067 13 36 36 0 4116 4103 13 39 Proctor Test 5 5 0 0 0 0 5 5 0 40 Atterberg's Limit 4067 4067 0 36 36 0 4103 4103 0 41 Wet Mix Macadam Aggregate Impact Value 2417 2417 0 18 18 0 2435 2435 0 42 Comb. Flakiness Elongation 2417 2417 0 18 18 0 2435 2435 0 43 Water Absorption 5956 5956 0 0 0 0 5956 5956 0 44 Field Density 22554 22228 441 0 0 0 22554 22228 441 45 Viscosity 77 77 0 0 0 0 77 77 0 46 Prime Coat 600 micron retained test 60 60 0 0 0 0 60 60 0 47 Rate of Application 4151 4151 0 48 48 0 4199 4199 0 48 Viscosity 84 84 0 0 0 0 84 84 0 Bituminous Emulsified Tack 49 600 micron retained test 69 69 0 0 0 0 69 69 0 Coat Materials 50 Rate of Application 13225 13225 0 102 102 0 13327 13327 0 51 Penetration Grade at 25ºC 2164 2164 0 13 13 0 2177 2177 0 52 Bitumen Softening Point 2164 2164 0 13 13 0 2177 2177 0 53 Viscocity 769 769 0 8 8 0 777 777 0 54 Aggregate Impact Value 6313 6313 0 35 35 0 6348 6348 0 55 Comb. Flakiness & Elongation 6313 6313 0 35 35 0 6348 6348 0 56 stripping Value 12 12 0 0 0 0 12 12 0 Aggregate For Bituminous Mix 57 Water Absorption 12 12 0 0 0 0 12 12 0 ( DBM & BC ) 58 Soundness 6 6 0 0 0 0 6 6 0 59 Sand Equivalant 6 6 0 0 0 0 6 6 0 60 Hot Bin Sample Grading ( set ) 4609 4609 0 17 17 0 4626 4626 0 61 Binder Content 1614 1614 0 22 22 0 1636 1636 0 62 Grading 1614 1614 0 22 22 0 1636 1636 0 63 Dense Bituminous Macadam Marshall Density 2073 2073 0 11 11 0 2084 2084 0 64 (DBM) Mix Marshall Stability 3699 3699 0 11 11 0 3710 3710 0 Remarks 136

Sl. No. Description of Test Kind of Test Total No. of tests conducted till May'14 No. of Tests conducted in the month of June'14 Total No. of tests conducted till June'14 Completed Passed Failed Completed Passed Failed Completed Passed Failed 65 Flow 3699 3699 0 11 11 0 3710 3710 0 66 Field Core Density 5340 5340 0 0 0 0 5340 5340 0 67 Binder Content 1937 1946 0 10 10 0 1947 1956 0 68 Grading 1933 1942 0 10 10 0 1943 1952 0 69 Marshall Density 2774 2783 0 5 5 0 2779 2788 0 Bituminous Concrete (BC) 70 Marshall Stability 4222 4231 0 5 5 0 4227 4236 0 71 Flow 4222 4231 0 5 5 0 4227 4236 0 72 Field Core Density 14344 14344 0 0 0 0 14344 14344 0 73 Fineness of Cement 13580 12913 667 3 3 0 13583 12916 667 74 Consistency of Cement 399 399 0 3 3 0 402 402 0 75 Cement Time of Setting 400 400 0 3 3 0 403 403 0 76 7 days Compressieve Strength 941 941 0 4 4 0 945 945 0 77 28 days Compressieve Strength 951 951 0 4 4 0 955 955 0 78 Sieve Analysis of CA 1800 1800 0 26 26 0 1826 1826 0 79 Sieve Analysis of FA 1817 1817 0 26 26 0 1843 1843 0 Concrete Works 80 Flakiness Index 367 367 0 6 6 0 373 373 0 81 Aggregate Impact Value 367 367 0 6 6 0 373 373 0 82 7 days Compressieve Strength 28389 28389 0 227 227 0 28616 28616 0 Compressive Strenth Test 83 28 days Compressieve Strength 63650 63650 57 243 243 0 63893 63893 57 84 Penitration Test 493 493 0 0 0 0 493 493 0 85 Softening Point Test 493 493 0 0 0 0 493 493 0 86 CRMB -60 Elastic Recovery test 298 298 0 0 0 0 298 298 0 87 Separation 150 150 0 0 0 0 150 150 0 88 Test After Thin Flin 103 103 0 0 0 0 103 103 0 Remarks 137

CONCRETE CUBE TEST SUMMARY (JUNE-2014 ) From Km.0+000 to 148+300 Sl No Chainage Side Structure Grade Date of Testing 28 Days Avg cube strength (N/mm²) 1 43+300 RHS REST AREA M20 11.00 5.5.2014 02.06.2014 28.11 2 14+100 RHS REST AREA M20 5.50 07.05.2014 04.06.2014 27.76 3 14+300 LHS FOOT PATH M20 6.00 07.05.2014 04.06.2014 28.76 4 14+300 LHS MEDIYAN Concrete M20 5.50 08.05.2014 05.06.2014 28.65 5 32+200 LHS REST AREA M20 5.50 08.05.2014 05.06.2014 26.96 6 43+300 LHS REST AREA M20 3.00 08.05.2014 05.06.2014 27.66 7 35+700 RHS MEDIYAN Concrete M20 5.50 09.05.2014 06.06.2014 28.74 8 46+150 RHS FOOT PATH M20 5.50 09.05.2014 06.06.2014 28.00 9 32+200 LHS REST AREA M20 4.00 09.05.2014 06.06.2014 28.25 10 43+300 RHS FOOT PATH M20 5.00 09.05.2014 06.06.2014 26.71 11 32+200 LHS REST AREA M20 5.50 09.05.2014 06.06.2014 27.72 12 37+800 LHS MEDIYAN Concrete M20 5.50 10.05.2014 07.06.2014 25.90 13 32+200 LHS FOOT PATH M20 5.50 10.05.2014 07.06.2014 27.85 14 14+500 LHS FOOT PATH M20 5.50 10.05.2014 07.06.2014 27.94 15 43+200 LHS FOOT PATH M20 5.50 10.05.2014 07.06.2014 28.58 16 35+000 RHS CHUT Concrete M20 3.00 11.05.2014 08.06.2014 28.24 17 43+200 RHS REST AREA M20 5.50 12.05.2014 09.06.2014 26.99 18 24+300 LHS CHUT Concrete M20 5.50 13.05.2014 10.06.2014 27.44 19 47+150 RHS PCC B M S M20 5.50 13.05.2014 10.06.2014 27.59 20 46+150 RHS FOOT PATH M20 5.50 13.05.2014 10.06.2014 28.57 21 14+600 LHS FOOT PATH M20 5.50 14.05.2014 11.06.2014 29.52 22 51+500 LHS MEDIYAN Concrete M20 5.00 14.05.2014 11.06.2014 27.04 23 69+578 RHS M N B FOOT PATH M20 5.00 14.05.2014 11.06.2014 27.65 24 32+200 RHS REST AREA M20 5.50 14.05.2014 11.06.2014 28.47 25 46+480 LHS V M S M20 5.50 15.05.2014 12.06.2014 27.81 26 24+200 RHS MEDIYAN Concrete M20 5.50 15.05.2014 12.06.2014 28.62 27 47+150 LHS V M S PCC M30 11.00 15.05.2014 12.06.2014 37.04 28 22+200 RHS MEDIYAN Concrete M20 5.50 16.05.2014 13.06.2014 28.61 29 47+170 RHS REST AREA M30 9.00 16.05.2014 13.06.2014 34.96 30 11+600 LHS FOOT PATH M20 5.50 17.05.2014 14.06.2014 28.09 31 18+200 RHS MEDIYAN Concrete M20 5.50 17.05.2014 14.06.2014 27.21 32 47.170 LHS REST AREA M20 5.50 17.05.2014 14.06.2014 29.36 32 16+200 RHS MEDIYAN CHUT M20 5.50 19.05.2014 16.06.2014 28.77 33 14+460 LHS FOOT PATH M20 5.50 19.05.2014 16.06.2014 28.09 34 43+200 LHS REST AREA M20 11.00 19.05.2014 16.06.2014 27.70 35 05+300 LHS MEDIYAN CHUT M20 5.50 20.05.2014 17.06.2014 28.89 36 13+400 RHS SYNESS Concrete M20 6.00 20.05.2014 17.06.2014 27.70 37 47+170 43+170 LHS V M S PCC M20 6.00 20.05.2014 17.06.2014 16.71 38 42+400 RHS MEDIYAN Concrete M20 6.00 21.05.2014 18.06.2014 28.52 39 11+200 RHS FOOT PATH M20 5.50 21.05.2014 18.06.2014 28.25 40 46+455 LHS V M S RAFT M20 5.50 21.05.2014 18.06.2014 27.73 41 11+600 RHS FOOT PATH M20 5.50 22.05.2014 19.06.2014 27.48 42 42+300 LHS MEDIYAN Concrete M20 5.50 22.05.2014 19.06.2014 27.91 43 46+455 RHS V M S RAFT M20 5.00 22.05.2014 19.06.2014 27.02 44 14+600 LHS FOOT PATH M20 5.50 23.05.2014 20.06.2014 28.53 45 29+578 RHS DUEK WALL M20 5.50 23.05.2014 20.06.2014 27.48 45 02+400 LHS MEDIYAN Concrete M20 5.50 23.05.2014 20.06.2014 27.19 46 32+200 LHS F/P M20 5.50 24.05.2014 21.06.2014 28.09 47 38+000 RHS CHAMPER M20 5.50 24.05.2014 21.06.2014 27.84 47 26+500 LHS MEDIYAN CHUIT M20 5.50 26.05.2014 23.06.2014 27.94 48 43+700 LHS FOOT PATH M20 5.50 26.05.2014 23.06.2014 27.85 49 32+200 LHS REST AREA M20 5.50 26.05.2014 23.06.2014 27.85 50 43+700 LHS FOOT PATH M20 5.50 26.05.2014 23.06.2014 28.09 51 04+900 RHS FOOT PATH M20 5.50 27.05.2014 24.06.2014 27.94 52 32+200L LHS REST AREA M20 5.50 27.05.2014 24.06.2014 27.85 53 05+000 RHS FOOT PATH M20 5.50 28.05.2014 25.06.2014 28.01 54 42+800 RHS FOOT PATH M20 5.50 28.05.2014 25.06.2014 27.88 55 42+800 LHS FOOT PATH M20 5.50 29.05.2014 26.06.2014 28.25 56 43+200 LHS REST AREA M20 4.00 29.05.2014 26.06.2014 26.49 57 14+400 LHS FOOT PATH M20 5.50 30.05.2014 27.06.2014 27.85 Qty (M³) Date of Casting 138

Sl No Chainage Side Structure Grade Qty (M³) Date of Casting Date of Testing 28 Days Avg cube strength (N/mm²) 58 32+200 LHS REST AREA M20 5.50 30.05.2014 27.06.2014 28.53 59 34+700 LHS SYNESS Concrete M20 5.50 31.05.2014 28.06.2014 27.94 60 47+160 LHS V M S M20 5.50 02.06.2014 30.06.2014 28.24 61 65+200 SENTAR MEDIYAN M20 6.00 05.05.2014 02.06.2014 27.25 62 63+000 RHS C/BARRIER M40 6.00 05.05.2014 02.06.2014 45.99 63 78+100 LHS SAPRATAR M20 6.00 05.05.2014 02.06.2014 27.88 64 63+850 RHS KERB M20 8.00 05.05.2014 02.06.2014 28.05 65 67+716 LHS EXPONISN JOINT M45 2.00 05.05.2014 02.06.2014 50.09 66 65+480 RHS SANTAR MEDIYA M20 5.50 06.05.2014 03.06.2014 28.06 67 63+000 LHS C/BARRIER M40 6.00 06.05.2014 03.06.2014 46.01 68 84+100 SENTAR MEDIYAN M20 4.00 06.05.2014 03.06.2014 25.90 69 64+500 RHS SAPRATAR M20 6.00 06.05.2014 03.06.2014 28.05 70 69+578 RHS C/BARRIER M40 10.50 06.05.2014 03.06.2014 46.22 71 63+800 LHS KERB M20 4.50 06.05.2014 03.06.2014 27.85 72 67+716 LHS EXPONISN JOINT M45 2.00 06.05.2014 03.06.2014 47.62 73 66+100 RHS SENTAR MEDIYAN M20 19.66 07.05.2014 04.06.2014 26.64 74 63+000 LHS C/BARRIER M40 5.50 07.05.2014 04.06.2014 46.31 75 64+500 RHS METAL BEAM Concrete M20 5.50 07.05.2014 04.06.2014 26.49 76 63+800 RHS KERB M20 4.50 07.05.2014 04.06.2014 27.85 77 90+000 RHS DRAIN SLAB M30 2.50 07.05.2014 04.06.2014 27.85 78 84+200 LHS MEDIYAN PCC M20 3.00 07.05.2014 04.06.2014 28.89 79 67+716 LHS EXPONISN JOINT M45 2.00 07.05.2014 04.06.2014 50.05 80 59+900 LHS PCC B M S M20 3.00 08.05.2014 05.06.2014 28.06 81 66+100 RHS MEDIYAN Concrete M20 5.00 08.05.2014 05.06.2014 27.24 82 63+850 LHS C/BARRIER M40 12.00 08.05.2014 05.06.2014 47.14 83 64+500 LHS METAL BEAM Concrete M20 3.50 08.05.2014 05.06.2014 26.28 84 63+800 RHS KERB M20 12.00 08.05.2014 05.06.2014 25.10 85 67+716 LHS EXPONISN JOINT M45 2.00 08.05.2014 05.06.2014 49.98 86 63+700 LHS KERB M20 8.00 09.05.2014 06.06.2014 27.77 87 64+500 RHS METAL BEAM Concrete M20 5.00 09.05.2014 06.06.2014 26.31 88 69+578 RHS C/BARRIER M40 10.00 09.05.2014 06.06.2014 47.32 89 63+750 LHS C/BARRIER M40 12.00 09.05.2014 06.06.2014 46.72 90 64+800 LHS FOOT PATH M20 10.00 10.05.2014 07.06.2014 27.98 91 63+500 RHS KERB M20 16.00 10.05.2014 07.06.2014 28.18 92 67+717 LHS EXPONISN JOINT M45 2.00 10.05.2014 07.06.2014 49.26 93 64+500 LHS METAL BEAM Concrete M20 5.00 11.05.2014 09.06.2014 28.09 94 64+600 LHS FOOT PATH M20 12.00 11.05.2014 09.06.2014 27.90 95 99+480 RHS APRANTOP PCC M20 4.50 11.05.2014 09.06.2014 27.81 96 84+900 LHS FOOT PATH M20 4.00 12.05.2014 09.06.2014 28.13 97 64+500 METAL BEAM Concrete M20 11.00 12.05.2014 09.06.2014 27.88 98 99+480 640 RHS FOOT PATH PCC M20 6.00 12.05.2014 09.06.2014 28.22 99 63+750 LHS KERB M20 5.00 12.05.2014 09.06.2014 27.14 100 67+710 LHS EXPONISN JOINT M45 5.50 12.05.2014 09.06.2014 47.62 101 64+600 LHS FOOT PATH PCC M20 5.50 13.05.2014 10.06.2014 26.39 102 63+700 RHS KERB M20 4.00 13.05.2014 10.06.2014 28.13 103 51+100 MEDIYAN Concrete M20 6.00 13.05.2014 10.06.2014 27.94 104 84+900 LHS FOOT PATH M20 5.00 13.05.2014 10.06.2014 27.79 105 69+578 RHS C/BARRIER M40 11.00 13.05.2014 10.06.2014 46.96 106 67+716 RHS EXPONISN JOINT M45 2.00 13.05.2014 10.06.2014 50.09 107 64+600 LHS FOOT PATH M20 5.50 14.05.2014 11.06.2014 28.06 108 63+500 LHS KERB M20 12.00 14.05.2014 11.06.2014 25.11 109 69+578 RHS FOOT PATH M20 5.00 14.05.2014 11.06.2014 28.58 110 63+851 LHS EXPONISN JOINT M45 2.50 14.05.2014 11.06.2014 46.13 111 51+500 RHS M B C/BARRIER M40 5.50 15.05.2014 12.06.2014 26.18 112 63+500 LHS KERB M20 16.00 15.05.2014 12.06.2014 26.71 113 98+130 LHS APRANTOP PCC M20 7.00 15.05.2014 12.06.2014 38.34 114 51+500 LHS MEDIYAN Concrete M20 5.50 16.05.2014 13.06.2014 27.69 139

Sl No Chainage Side Structure Grade Qty (M³) Date of Casting Date of Testing 28 Days Avg cube strength (N/mm²) 115 64+600 LHS FOOT PATH M20 5.50 16.05.2014 13.06.2014 27.69 116 85+500 RHS MEDIYAN Concrete M20 9.00 16.05.2014 13.06.2014 28.64 117 66+100 53+530 RHS SENTAR MEDIYAN M20 5.00 16.05.2014 13.06.2014 27.69 118 65+500 RHS SAPRATAR M20 3.00 16.05.2014 13.06.2014 26.92 119 64+800 RHS FOOT PATH M20 6.00 16.05.2014 13.06.2014 26.17 120 52+150 LHS FOOT PATH M20 5.50 17.05.2014 14.06.2014 27.85 121 69+678 LHS FOOT PATH M20 10.00 17.05.2014 14.06.2014 27.86 122 63+780 RHS KERB M20 2.00 17.05.2014 14.06.2014 28.44 123 65+600 RHS SAPRATAR M20 5.50 17.05.2014 14.06.2014 27.79 124 63+750 RHS KERB M20 12.00 18.05.2014 15.06.2014 27.74 125 63+700 RHS KERB M20 12.00 19.05.2014 16.06.2014 26.02 126 53+000 LHS MEDIYAN Concrete M20 5.00 19.05.2014 16.06.2014 26.81 127 86+900 LHS FOOT PATH M20 6.00 19.05.2014 16.06.2014 26.93 128 66+100 RHS C/BARRIER M40 5.50 19.05.2014 16.06.2014 46.46 129 53+200 LHS MEDIYAN Concrete M20 5.50 20.05.2014 17.06.2014 29.36 130 86+950 RHS FOOT PATH M20 5.00 20.05.2014 17.06.2014 28.19 131 65+000 RHS SYNESS CONCRTE M20 5.50 20.05.2014 17.06.2014 28.43 132 63+500 RHS MEDIYAN Concrete M30 5.50 20.05.2014 17.06.2014 36.67 133 98+130 LHS V M S RAFT M30 12.00 20.05.2014 17.06.2014 36.94 134 56+600 LHS MEDIYAN Concrete M20 5.50 21.05.2014 18.06.2014 28.32 135 92+500 98+130 LHS V M S PCC M20 4.00 22.05.2014 19.06.2014 27.66 136 53+800 LHS MEDIYAN Concrete M20 5.50 22.05.2014 19.06.2014 27.94 137 69+578 66+100 LHS FOOT PATH M20 5.00 22.05.2014 19.06.2014 26.18 138 65+100 LHS FOOT PATH M20 5.50 22.05.2014 19.06.2014 27.36 139 99+160 LHS V M S PCC M20 3.00 22.05.2014 19.06.2014 28.13 140 66+100 LHS C/BARRIER M40 4.50 22.05.2014 19.06.2014 47.62 141 54+00 RHS MEDIYAN Concrete M20 5.50 23.05.2014 20.06.2014 28.71 142 109+000 109+060 LHS KERB M20 4.00 23.05.2014 20.06.2014 27.59 143 87+800 RHS FOOT PATH M20 5.50 23.05.2014 20.06.2014 28.57 144 63+100 64+50 LHS FOOT PATH M20 5.50 23.05.2014 20.06.2014 27.44 145 109+000 109+060 LHS SAPRATAR M20 6.00 23.05.2014 20.06.2014 27.89 146 66+100 LHS FOOT PATH M20 5.50 23.05.2014 20.06.2014 28.07 147 54+500 LHS MEDIYAN Concrete M20 5.50 24.05.2014 21.06.2014 27.99 148 64+800 RHS FOOT PATH M20 5.50 24.05.2014 21.06.2014 27.99 149 87+900 LHS FOOT PATH M20 5.50 24.05.2014 21.06.2014 26.74 150 64+500 RHS FOOT PATH M20 5.50 24.05.2014 21.06.2014 27.20 151 98+130 RHS V M S RAFT M30 9.50 24.05.2014 21.06.2014 37.66 152 64+500 RHS FOOT PATH M20 5.50 25.05.2014 22.06.2014 27.20 153 99+060 LHS V M S RAFT M30 9.50 25.05.2014 22.06.2014 37.26 154 87+800 LHS FOOT PATH M20 5.50 26.05.2014 23.06.2014 26.59 155 64+500 RHS FOOT PATH M20 11.00 26.05.2014 23.06.2014 26.68 156 87+600 RHS FOOT PATH M20 5..5 26.05.2014 23.06.2014 28.47 157 64+500 RHS FOOT PATH M20 5..5 27.05.2014 24.06.2014 27.55 158 85+700 LHS FOOT PATH M20 5..5 27.05.2014 24.06.2014 28.68 159 64+500 LHS MEDIYAN Concrete M20 5..5 27.05.2014 24.06.2014 28.47 160 85+600 RHS FOOT PATH M20 5..5 27.05.2014 24.06.2014 27.55 161 67+700 LHS FOOT PATH M20 5..5 28.05.2014 25.06.2014 28.68 162 86+900 RHS FOOT PATH M20 5..5 28.05.2014 25.06.2014 28.52 163 63 REWALL FOOT PATH M20 8.00 28.05.2014 25.06.2014 27.96 164 98+130 LHS MEDIYAN Concrete M20 6.00 28.05.2014 25.06.2014 28.22 165 99+060 RHS V M S RAFT M30 6.00 28.05.2014 25.06.2014 37.14 166 64+500 LHS MEDIYAN Concrete M20 5.50 29.05.2014 25.06.2014 28.48 167 85+000 RHS FOOT PATH M20 5.50 29.05.2014 25.06.2014 27.96 168 64+200 LHS KERB M20 8.00 29.05.2014 26.06.2014 27.17 169 64+530 LHS KERB M20 8.00 30.05.2014 27.06.2014 27.87 170 69+578 LHS SAPRATAR M30 4.00 30.05.2014 27.06.2014 36.69 171 50+700 LHS FOOT PATH M20 5.50 30.05.2014 27.06.2014 28.71 172 64+500 RHS FOOT PATH M20 5.50 30.05.2014 27.06.2014 27.59 173 66+200 LHS DRAIN SLAB M30 4.50 31.05.2014 28.06.2014 36.12 174 64+700 RHS FOOT PATH M20 11.00 02.06.2014 30.06.2014 26.97 140

Sl No Chainage Side Structure Grade Qty (M³) Date of Casting Date of Testing 28 Days Avg cube strength (N/mm²) 175 69+578 RHS DRAIN SLAB M20 3.50 02.06.2014 30.06.2014 27.93 176 63+600 LHS KERB M20 2.50 02.06.2014 30.06.2014 28.51 177 120+600 LHS FOOT PATH M20 6.00 05.05.2014 02.06.2014 27.11 178 118+400 RHS FOOT PATH M20 6.00 05.05.2014 02.06.2014 27.97 179 112+300 RHS REST AREA M20 11.00 05.05.2014 02.06.2014 27.90 180 131+700 LHS C/BARRIER M40 6.00 06.05.2014 03.06.2014 47.32 181 11+700 RHS FOOT PATH M20 5.00 06.05.2014 03.06.2014 26.97 182 112+300 LHS REST AREA M20 11.00 06.05.2014 03.06.2014 27.79 184 121+00 LHS MEDIYAN Concrete M20 6.00 07.05.2014 04.06.2014 27.76 185 131+800 RHS FOOT PATH M20 6.00 07.05.2014 04.06.2014 27.99 141