Consultancy Charges
S.No | Instrument | Academic and Education Institutions (Service Tax extra 14.5%) |
R&D and National Labs (Service Tax extra 14.5%) | Industries (Service Tax extra 14.5%) |
|
1 | Field Emission Scanning Electron Microscopy (FESEM) | SEM | 500/- per sample | 750/- per sample | 1000/- per sample |
SEM and EDS | 750/- per sample | 1000/- per sample | 1500/- per sample | ||
2 | X-Ray Diffraction (XRD) | Powder XRD | 400/- per sample | 600/- per sample | 800/- per sample |
XRD-Stress texture/Residual Stress/SAXS analysis |
500/- per sample | 750/- per sample | 1000/- per sample | ||
3 | Friction Stir Welding (FSW) | Without RGUKT Tool bit | 500/- per sample | 600/- per sample | 750/- per sample |
With RGUKT Tool bit | 750/- per sample | 800/- per sample | 1500/- per sample | ||
4 | Universal Testing Machine (UTM) As per ASTM standards | Room Temperature Tension/Compression/Bending |
200/- per sample | 400/- per sample | 600/- per sample |
High Temperature (upto 500ºC) Tension/Compression Tests | Additional charge of 100/- per hour |
Additional charge of 200/- per hour |
Additional charge of 400/- per hour |
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High Temperature (above 500ºC) Tension/Compression Tests | Additional charge of 150/- per hour |
Additional charge of 250/- per hour |
Additional charge of 500/- per hour |
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5 | Wire EDM | Without RGUKT Design and Programming | 250/- per hour | 500/- per hour | 750/- per hour |
With RGUKT Design and Programming | Additional charge of 150/- per sample |
Additional charge of 300/- per sample |
Additional charge of 500/- per sample |
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6 | Lathe Machines | Operations related to sample preparation | 150/- per sample | 200/- per sample | 250/- per sample |
7 | CNC Turning | Without RGUKT Design and Programming | 500/- per hour | 750/- per hour | 1000/- per hour |
With RGUKT Design and Programming | Additional charge of 150/- per sample |
Additional charge of 300/- per sample |
Additional charge of 500/- per sample |
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8 | Muffle Furnaces | From Room Temp to 500ºC | 150/- per hour | 250/- per hour | 500/- per hour |
From 500ºC to higher temperatures | 200/- per hour | 300/- per hour | 600/- per hour | ||
9 | Creep Tests | Upto 120 hours | 750/- per sample | 1000/- per sample | 2000/- per sample |
More than 120 hours | Additional charge of 100/- per hour |
Additional charge of 150/- per hour |
Additional charge of 250/- per hour |
Surveying Testing | |||||
S.No | Material of Test | Specific Test Performed | Test Method, Specification against which tests are performed | Testing Charges in Rs. (Service Tax extra 14.5%) Extra Charges for sample preparation wherever required |
|
1 | Surveying | i) Chain surveying ii) Auto Level iii) Theodolite iv) Total station |
2000/- per day 3000/- per km 5000/- per building/day 5000/- per day |
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Water Testing | |||||
1 | Water Testing | i) pH Value ii) Limits of Acidity & Alkanity iii) Percentage of Solids
|
IS: 3025 | 1200/- per sample | |
Soil Testing | |||||
S.No | Material/Product of Test | Specific Test Performed | Test Method, Specification against which tests are performed | Testing Charges in Rs. Per Sample (Service Tax extra 14.5%) Extra Charges for sample preparation wherever required |
|
1 | Bentonite Soil | i) slurry Density ii) Marsh Funnel viscosity iii) Liquid Limit iv) pH Value v) Moisture content vi) Silt Content vii) Free swell Index |
ASTM D 6910 – 03 ASTM D 6910 – 03 IS : 2720 (part 5) –1985 IS: 6186 – 1986Cl. A – 3 IS: 6186 – 1986 (RA 2003) IS: 6186 – 1986 Cl. A – 9 IS: 2720 – 1977 (Pt – 40) |
Total 4400/- | |
2 | Soils | i) Grain
iii) Specific gravity& porosity test iv) Atterberg Limits and Indices
vi)Heavy compaction vii) Light compaction viii)California bearingratio (CBR test) ix) Free swelling index test x) Sand min & maxDensity xi) Field Density, Moisture content and void ratio test
xiii)Consolidation test xiv) Shear Parameter
|
IS : 2720 (Pt-4) – 1985 Clause 3& 4 Clause 5.1 IS : 2720 (Pt-2) – 1973 IS : 2720 (Pt-3.1) – 1980 IS : 2720 (Pt-3.2) – 1985 IS: 2720 (Pt-5) IS: 2720 (Pt-5) IS: 2720 (Pt-6) IS:2720(Pt-40) - 1977 IS:2720 Part 14 IS:2720 Part 16 IS : 2720 (Pt-28)-1974 IS : 2720 (Pt-29)-1975 IS : 6403 – 1981 |
500/- 500/- 200/- 200/- 1000/- 1500/- 1500/- 1000/- 1500/- 500/- 500/- 2400/- (with field charges) 600/- 900/- 1000/- 900/- 900/- 1500/- 500/- 2200/- |
|
3 | Soil Investigation test with recommendation size of foundation and report (All above required soil test) | 3000/- | |||
Highway Material Testing | |||||
Test on Bitumen | |||||
1 | Asphalt | i) Specific Gravity Test ii) Penetration Test iii) Softening Point Test iv) Viscosity Test v) Ductility Test vi) Flash & Fire Point Test vii) Wt. per square meter viii) Bitumen Extraction test ix) Loss of heating x) Stripping value |
IS: 1202 – 1978 IS: 1203 – 1978 IS: 1205 – 1978 IS: 13826 (Pt-2) – 1993 IS: 13826 (Pt 1) – 1993 IS: 13826 (Pt 5) – 1993 ASTM D146 ASTM – D 2172 IS: 6241 – 1971 |
500/- 500/- 500/- 500/- 500/- 500/- 300/- 1000/- 500/- 1000/- |
|
2 | Mix Design (Paving Mixes as per Ministry of Road Transport & Highways / IRC) | i) WMM & GSB Mix Design ii) Bituminous mix design by Marshall stability Test including Job Mix Formula
|
ASTM D5581 – 2001 | 10000/- for one job mix* | |
3 | BBD Test | Benkelman beam deflection test | 5000/- per two lane per KM distance | ||
Test on Aggregate | |||||
4 | Course Aggregate | i) Specific Gravity ii) Water Absorption iii) Sieve Analysis iv) Density v) Aggregate impact Test vi) Aggregate Crushing Strength vii) 10% fines value viii) Los Angeles Abrasion Test ix) Shape Test
xi) Moisture content & voids |
IS: 2386 (All) | 500/- 500/- 500/- 500/- 500/- 500/- 500/- 1000/- 500/- 500/- 2000/- 500/- |
|
5 | Highway Design, Traffic and Transportation Projects |
Construction Materials Testing | |||||
S.No | Material/Product of Test |
Specific Test Performed | Test Method, Specification against which tests are performed | Testing Charges in Rs. (Service Tax extra 14.5%) Extra Charges for sample preparation wherever required |
|
Test on Bricks/Blocks/Tiles | |||||
1 | Brick including clay and fly ash bricks IS:1077, IS:5779, IS:13757 | i) Compressive Strength ii) Water Absorption iii) Efflorescence iv) Warpage v) Dimensions and Tolerance test |
IS : 3495 – 1992 (Pt-1) IS : 3495 – 1992 (Pt-2) IS : 3495 – 1992 (Pt-3) IS : 3495 – 1992 (Pt-4) IS : 1077 Cl 6,2,1 1992 |
500/- 3 500/- 3 500/- 3 300/- 5 750/- 10 | |
2 | Acid Resistance Bricks | i) Compressive strength ii) Water Absorption iii) Dimension and Tolerance test |
IS : 4860 – 1968 | 500/- 3 500/- 3 750/- 10 |
|
3 | Concrete Blocks (Hollow/Solid) | i) Compressive Strength ii) Water Absorption iii) Density iv) Efflorescence |
IS: 2185 – 2005 | 500/- 3 500/- 3 500/- 3 500/- 3 |
|
4 | Cement Concrete/ plain cement/ Terrazzo Tiles/ Terrazzo Chequered Tiles | i) Flatness ii) Perpendicularity iii) Straightness iv) Dimensions v) Water Absorption vi) Wet transverse strength vii) Abrasion test |
IS: 1237 – 2012 & IS: 13801-1993 | 250/- 6 250/- 6 250/- 6 250/- 6 500/- 3 500/- 1 500/- 3 |
|
5 | Ceramic Tiles/ Glazed Tiles/ Un-Glazed Tiles/ Ceramic unglazed Vitreous acid Resisting Tiles IS: 4457-1982 | i) Dimensions and Surface quality ii) Water Absorption iii) Modulus of rupture (Flexural Strength) |
IS : 13630 – 1992 (Pt-1) IS : 13630 – 1992 (Pt-2) IS : 13630 – 1993 (Pt-6) |
1000/- 12 500/- 3 1500/- 3 |
|
Test on Concrete | |||||
6 | Cement Concrete cubes/cylinders | i) Compressive strength ii) Splitting tensile strength |
IS : 516 – 1959 IS : 5816 – 1999 |
500/- per 3 cubes 900/- per 3 cubes |
|
7 | Cement Concrete Beams | i) Flexural strength | IS : 516 – 1959 | 1500/- per 3 beams | |
8 | Cement Concrete – Field Test (NDT) | Non – Destructive test (NDT) i) Rebound Hammer ii)Ultra sonic pulse velocity iii) Re-bar locator |
IS : 13311 -1992 | 3500/- per 10 impacts @ 1 Sq. ft. area 500 per beam 1000 per sq. ft area |
|
9 | Concrete Mix design IS : 456-2000 |
i)Design Mix of concrete (including test on materials) ii) Self Consolidating Concrete |
IS : 10262- 2009 ACI 237R – 07 |
5500/- (per trails) – Upto M25 6000/- (per trails) – M30 to M35 6500/- (per trails) – > M35 7000/- (per trails) |
|
10 | Cement Concrete | i) Core cutting and Testing | IS : 516 | 2000/ - per sample | |
Test on Fine materials | |||||
11 | Fine Aggregate | i) Sieve analysis ii) Bulk Density iii) Specific gravity iv) Moisture content v) Soundness vi) Silt content vii) Density Index (Ymax & Ymin) |
IS : 2386 (Pt-1) IS : 2386 (Pt-3) IS : 2386 (Pt-3) IS : 2386 (Pt-3) IS : 2386(Pt-5) IS : 2386 (Pt-3) IS : 2720 (Part-14) |
500/- 500/- 500/- 500/- 1500 /- 200/- 1200/- |
|
12 | All type of Cement [IS: 269 – 89 IS: 455 – 89 IS: 1489 – 19 IS: 8042 – 89 IS: 8112 – 89 IS: 12269 – 87 IS: 12330 – 88 ] |
i) Specific gravity ii) Consistency iii) Initial setting iv) Final setting v) Fineness vi) Soundness (Le-Chatelier /Autoclave) Vii) Compressive strength |
IS: 4031-1988 (Pt-11) IS : 4031-1988 (Pt-4) IS : 4031-1988 (Pt-5) IS : 4031-1988 (Pt-5) IS : 4031-1999 (Pt-2) IS : 4031-1988 (Pt-3) IS : 4031-1988 (Pt-6) |
250/- 250/- 250/- 250/- 250/- 500/- 500/- |
|
13 | Fly Ash | i) Specific gravity ii) Consistency iii) Initial setting iv) Final setting v) Fineness/Blain Air vi) Soundness (Le-Chatelier /Autoclave) Vii) Compressive strength |
IS : 1727 – 1967 Reaff 2000 | 250/- 250/- 250/- 250/- 250/- 500/- 500/- |
|
14 | Ground granulated Blast Furnace Slag (GGBFS) | i) Fineness/Blain Air ii) Soundness (Le-Chatelier /Autoclave) iii) Initial setting iv) Final setting v) Compressive strength vi) Specific Gravity vii) Air content |
IS : 4031-1988 (Pt-2) IS : 4031-1988 (Pt-3) IS : 4031-1988 (Pt-5) IS : 4031-1988 (Pt-5) IS : 4031-1999 (Pt-6) IS : 4031-1988 (Pt-11) IS : 4031-1988 (Pt-12) |
250/- 500/- 250/- 250/- 500/- 500/- 500/- |
|
Test on Fine materials | |||||
15 | High Strength Deformed Bars (HYSD)/Flat Sect/Str. Steel (8 to 40mm dia only) If i) to vii) test can be done for 1750/- per 3 sample for 8 mm dia. If dia is between 10 to < 20 then 1925/- per 3 sample If dia is between 20 to < 30 then 2000/- per 3 sample. If dia is between 30 to 40 then 2125/- per 3 sample. |
i) Ultimate Tensile stress ii) 0.2% proof stress iii) Elongation iv) Breaking load v) Weight per meter &dia vi) Bend vii) Re bend viii) Shear (6 to 32 mm dia only)
|
IS : 1608 – 2005 IS : 1608 – 2005 IS : 1608 – 2005 IS : 1608 – 2005 IS : 1786 – 1985 IS : 1599 – 1985 IS : 1786 – 1985 IS : 1608 – 2005 |
250/- 3 No. of 1m each* 250/- 3 No. of 1m each* 250/- 3 No. of 1m each* 250/- 3 No. of 1m each* 500/- 3 No. of 1m each* 250/- 3 No. of 1m each* 250/- 3 No. of 1m each* 500/- 3 No. of 1m each* 500/- 3 No. of 1m each* * This price is for minimum dia only. Price will be change according to dia. |
|
16 | Material Property Testing | i) Hardness testing
iv) Spring testing
vi) Bolt testing (M-6 to M-30) |
ASTM E10 / IS: 1500 ASTM E18 / IS: 1586 ASTM E23 IS: 1717 ASTM - A125-96 (2013) – e1 IS: 1135 – 1935 IS: 2762 – 2009 IS: 4000 – 1992 |
500/- 3 500/- 3 500/- 3 500/- 3 500/- 3 500/- 500/- 1500/- 1500/- 500/- 3 |