

| Sl.No. | Name of Test | Rates of PWD Test | Rates for non PWD Test |
| A | LABORATORY TEST | ||
| I | TESTS ON SOIL | ||
| 1 | Specific Gravity | 14 | 151 |
| 2 | Moisture Content | 11 | 104 |
| 3 | Bulk Density and Void Ratio | 17 | 111 |
| 4 | Atterberg's Limit | 43 | 321 |
| 5 | Gram Size Analysis | 148 | 873 |
| 6 | Unconfined Compressive Strength | 18 | 132 |
| 7 | Direct Shear Test | 74 | 942 |
| 8 | Triaxial Compression Test | 404 | 6072 |
| 9 | Vane Shear Test | 13 | 170 |
| 10 | Permeability Test | 19 | 170 |
| 11 | Consolidation Test | 442 | 4186 |
| 12 | Proctor Compaction | 47 | 349 |
| 13 | CBR | 44 | 614 |
| 14 | Organic Content | 30 | 258 |
| 15 | PH Value | 53 | 232 |
| 16 | Soluable Salt Content | 43 | 384 |
| 17 | Soluable Solids & Sulphate | 43 | 384 |
| 18 | Shear Test on Sand /Clay/Laterate Block using large Direct Shear apparatus Rate/Sample | 109 | 546 |
| II | TEST ON CEMENT | ||
| 1 | Fitness of Cement | 79 | 554 |
| 2 | Consistency | 34 | 373 |
| 3 | Time of setting | 27 | 533 |
| 4 | Specific Gravity | 26 | 297 |
| 5 | Soundness | 45 | 547 |
| 6 | Compression Strength of Cement Mortar Cubes 3 & 7days | 252 | 1000 |
| 7 | Determination of Calcuim Content in Cement | 77 | 989 |
| III | TEST ON AGGREGATE | ||
| 1 | Sieve Analysis | 79 | 785 |
| 2 | Unit Wt. Bulk Density and Voids Rate | 39 | 417 |
| 3 | Water absorption and specific gravity | 105 | 868 |
| 4 | Abrasion Test LOS Angles | 210 | 1893 |
| 5 | Aggregate Curshing Value | 123 | 840 |
| 6 | Aggregate impact Value | 90 | 606 |
| 7 | Soundness Test Fine | 218 | 1743 |
| 8 | Soundness Test-Coarse | 232 | 978 |
| 9 | Motar making property of fine aggregates | 109 | 872 |
| 10 | Flakness and elongation index test | 36 | 540 |
| 11 | Stripping Value bitumen adhesion | 175 | 764 |
| IV | TEST ON CONCRETE | ||
| 1 | Compressive Test on 10 cm cube | 72 | 211 |
| 2 | Compressive test on 15cm cube | 72 | 211 |
| 3 | Compressive test on 15cm x 30 cm height cylinder | 72 | 211 |
| 4 | Mixing of cement concrete given material for comprerssive test of 10cm cube | 269 | 1264 |
| 5 | Mixing of cement concrete given material for compressive test of 15 cm cube | 308 | 1313 |
| V | TEST ON BRICKS AND TILES | ||
| 1 | water absorption | 116 | 512 |
| 2 | Breaking load test on tiles | 55 | 435 |
| 3 | Abration test on tiles | 322 | 1074 |
| 4 | Permiability test on tiles | 217 | 885 |
| 5 | Tolerance and wrapage test all bricks and tiles | 30 | 381 |
| 6 | Compressive strengrth of bricks | 106 | 818 |
| 7 | Efflorscence | 48 | 403 |
| 8 | Breaking load all mosaic tiles | 55 | 435 |
| VI | TEST ON LIME | ||
| 1 | Mortar making property of lime | 45 | 374 |
| 2 | Determination of Calcium hydroxide in lime | 112 | 650 |
| 3 | Determination of Calcium content in lime | 80 | 609 |
| VII | TEST ON BITUMEN | ||
| 1 | Penetration | 197 | 792 |
| 2 | Ductility | 235 | 839 |
| 3 | Softening Point | 146 | 728 |
| 4 | Specific Gravity | 155 | 739 |
| 5 | Viscocity | 166 | 753 |
| 6 | Flash and fire point | 146 | 728 |
| VIII | BITUMEN MIX TEST | ||
| 1 | Marshall Stability | 411 | 1062 |
| 2 | Habbard field stability | 354 | 989 |
| 3 | Bitumen Extration | 698 | 2095 |
| IX a. | BITUMEN AND A.C. MIX DESIGN FOR ROAD WORKS | 3522 | 15607 |
| b. | CONCRETE MIX DESIGN | 2600 | 12666 |
| X | MISCELLANEOUS | ||
| 1 | Cement content in cement mortar | 216 | 1724 |
| 2 | Cement content in cement concrete | 216 | 1724 |
| 3 | Lime content in clayey soil | 62 | 444 |
| 4 | Loss on ignation in clayey soil | 38 | 415 |
| 5 | Magnesium content in clayey soil | 59 | 680 |
| 6 | Sulphuric unhydride in clayey soil | 54 | 435 |
| 7 | Calcium Carbonate in clayey soil | 58 | 440 |
| XI A | TEST RATE OF STEEL | ||
| 1 | Ultimate strength and yield strength | 480 | 1100 |
| 2 | Ultimate strength and modulus of elasticity | 480 | 1548 |
| 3 | Bend test | 480 | 1004 |
| 4 | Unit weight | 115 | 265 |
| B | FIELD TEST | ||
| 1 | Plate bearing test | 187 | 2825 |
| 2 | Field CBR test | 21 | 889 |
| 3 | Field Dry Density | 40 | 266 |
| 4 (a) | Std. penetration test (Hand boring) Excluding cost of bentonite | ||
| i | For the 1st 10m or part thereof rate per test | 126 | 445 |
| ii | For every Additional 10m or part thereof rate per test | 139 | 462 |
| 4 (b) | Std. penetration test (wash boring) Excluding cost of benotonite | ||
| i | For the 1st 10m or part thereof rate per test | 272.5 | 630 |
| ii | For every Additional 10m or part thereof rate per test | 272.5 | 630 |
| 5 | Field Vane shear test | ||
| i | For the 1st 10m or part thereof rate per test | 145 | 1615 |
| ii | For every Additional 10m or part thereof rate per test | 174 | 2377 |
| 6 | Boring with hand boring equipment (excluding cost of departmental Bentonite) | ||
| i | Up to 10m below ground level rate/m | 446 | 848 |
| ii | Between 10m and 30m. Rate/m | 496 | 911 |
| 7 | Boring with wash boring equipment (excluding cost of Bentonite) | ||
| i | Up to 10m below ground level rate/m | 923 | 1449 |
| ii | Between 10m and 30m below G.L Rate/m | 1025 | 1578 |
| iii | For exceeding 30m Rate/m | 1128 | 1707 |
| 8 | Recovering undisturbed soil samples for any depth Rate/sample | 384 | 505 |
| 9 | Collecting rock samples of 100mm dia and not less than 300m depth for any depth Rate/Sample | 732 | 899 |
| B II | TEST ON ROAD SURFACE | ||
| i | Road deflection study (2km or part there of)(Benkle man deflection method) | 126 | 1022 |
| NB: 1) Test on lime is avoided since construction using lime is not done now-a-days and now no samples are received | |||
| 2) | For preparation of Technical Reports add an extra report charge of Rs. 3000/- | ||