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Test Rates

AAC Blocks (Autoclaved Aerated Concrete Blocks)

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Bulk Density IS 6441 (Part 1): 1972 3 Nos 1140 Permanent Testing
2 Moisture Content IS 6441 (Part 1): 1972 3 Nos 1150 Permanent Testing
3 Compressive Strength IS 6441(Part 5): 1972 12 Nos 5020 Permanent Testing
4 Dimensions (Height) IS 2185 (Part 3): 1984 24 Nos 560 Permanent Testing
5 Dimensions (Length) IS 2185 (Part 3): 1984 Permanent Testing
6 Dimensions (Width) IS 2185 (Part 3): 1984 Permanent Testing

Bitumen

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Absolute Viscosity IS 1206 (Part 2) : 2022 VG-10 to VG-40 : 2Kg 1250 Permanent Testing
2 Ductility IS 1208 (part 1): 2023 VG-10 to VG-40 : 2Kg 1390 Permanent Testing
3 Penetration IS 1203: 2022 VG-10 to VG-40, NRMB, CRMB : 2Kg 1315 Permanent Testing
4 Softening Point IS 1205: 2022 VG-10 to VG-40, NRMB, CRMB, PMB : 2Kg 1205 Permanent Testing
5 Specific Gravity IS 1202: 2021 VG-10 to VG-40 : 2Kg 1225 Permanent Testing
6 Viscosity - Kinematic IS 1206 (Part 3) : 2021 VG-10 to VG-40 : 2Kg 1250 Permanent Testing

Bitumen Emulsion- Cationic Type

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Miscibility with water IS 8887: 2018 Cationic Emulsion RS-1, RS-2,SS-1, SS-2 and MS : 500 ml 520 Permanent Testing
2 Residue by Evaporation IS 8887: 2018 Cationic Emulsion RS-1, RS-2,SS-1, SS-2 and MS : 500 ml 1070 Permanent Testing
3 Residue on 600 Micron Sieve IS 8887: 2018 Cationic Emulsion RS-1, RS-2,SS-1, SS-2 and MS : 5 L 1445 Permanent Testing
4 Storage stability after 24 Hours IS 8887: 2018 Cationic Emulsion RS-1, RS-2,SS-1, SS-2 and MS : 1500 ML 1425 Permanent Testing

Bituminous Core

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Binder Content ASTM D2172-24: 2024 Open graded pre mix carpet (Chipping carpet ) : 1500 g Seal Coat : 1000 g 20 mm chipping carpet + Seal Coat : 1500 g 3432 Permanent Testing

Bituminous Mix

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Binder Content ASTM D2172: 2024 (MoRTH 2013) BC Grading I : 2000 g BM Grading 2 : 3000 g DBM Grade I : 4000 g DBM Grade II : 3000 g MSS type A : 1000 g MSS Type B : 1500 g 3432 Permanent Testing
2 Binder Content IS 19008: 2023 (MoRD 2013) Open graded pre mix carpet (Chipping carpet ) : 1500 g Cold mixed open graded pre mix carpet : 1500 g MSS type A : 1000 g MSS type B : 1500 g MSS type C : 1500 g Seal Coat : 1000 g 3432 Permanent Testing

Bricks

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Compressive Strength IS 3495 (Part 1): 2019 6 Nos 1355 Permanent Testing
2 Dimensions (Height) IS 1077: 1992 20 Nos 400 Permanent Testing
3 Dimensions (Length) IS 1077: 1992 Permanent Testing
4 Dimensions (Width) IS 1077: 1992 Permanent Testing
5 Efflorescence IS 3495: Part 3: 2019 6 Nos 1160 Permanent Testing
6 Water Absorption IS 3495: Part 2: 2019 6 Nos 1000 Permanent Testing

Cement

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Compressive Strength IS 4031 (Part 6): 1988 1 1bag (50kg) 1750 Permanent Testing
2 Density IS 4031 (Part 11) : 1988 550 Permanent Testing
3 Final Setting Time IS 4031 (Part 5) : 1988 950 Permanent Testing
4 Initial Setting Time IS 4031 (Part 5): 1988 Permanent Testing
5 Fineness by dry sieving IS 4031 (Part 1) : 1996 1100 Permanent Testing
6 Soundness (Le- Chatlier Method) IS 4031 (Part 3): 1988 1100 Permanent Testing
7 Soundness by Autoclave IS 4031 (Part3): 1988 4280 Permanent Testing
8 Standard Consistency IS 4031 (Part 4): 1988 875 Permanent Testing

Ceramic Tiles

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Breaking Strength 1S 13630 (Part 6): 2019 i.)7, if dimension of tile ≥48mm, ii.)10, if dimension of tile <48mm & ≥18mm Nos 1620 Permanent Testing
2 Modulus of Rupture 1S 13630 (Part 6): 2019 Permanent Testing
3 Water Absorption 1S 13630 (Part 2): 2019 10 whole tiles if the proper surface are of individual tiles is ≤ 0.04 sqm. If the proper surface area of each individual tile is >0.04 sqm, only 5 tiles shall be used Nos 1490 Permanent Testing

Chequered Tiles

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Water Absorption IS 13801: 2013 6 Nos 1270 Permanent Testing

Coarse Aggregate

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Aggregate Impact Value IS 2386 (Part 4) : 1963 10 Kg 1005 Permanent Testing
2 Apparent Specific Gravity IS 2386 (Part 3) : 1963 20 Kg 1440 Permanent Testing
3 Bulk Density (Loose) IS 2386 (Part 3): 1963 40 Kg 695 Permanent Testing
4 Bulk density (Rodded) IS 2386 (Part 3): 1963 40 Kg Permanent Testing
5 Elongation Index IS 2386 (Part 1): 1963 50 Kg 895 Permanent Testing
6 Flakiness Index IS 2386 (Part 1): 1963 50 Kg Permanent Testing
7 Los Angeles Abrasion Value IS 2386 (Part 4): 1963 50 Kg 2615 Permanent Testing
8 Materials finer than 75 Micron IS 2386 (Part 1): 1963 5 Kg 1270 Permanent Testing
9 Sieve Analysis (80mm,75mm,63mm,53mm,50mm,45mm,40mm,37.5mm,31.5mm,26.5mm,25mm,22.4mm,20mm,19mm,16mm,13.2mm,12.5mm,11.20mm,10mm,9.5mm,6.3mm,5.6mm,4.75mm,2.36mm,1.7mm,1.18 micron,600 micron, 425 micron, 300 micron, 150 micron, 75 micron) IS 2386 (Part 1): 1963 63mm Single sized : 100 kg 40mm Single sized : 50 kg 20mm single sized : 25 kg 12.5mm single sized 12 kg 10mm Single sized : 6 kg 40mm Graded : 50 kg 20mm Graded : 25 kg 12.5mm Graded : 12 kg 25mm Nominal Size : 50 kg 50mm Nominal size : 100 kg 6.3mm Nominal Size : 3 kg 40mm All in agg. of nominal size : 100 kg 20mm all in agg. of nominal size : 50 kg GSB Grade I : 100 kg GSB (Grade II to VI) : 50kg WMM : 50 kg CTSB : 50 kg WBM : (53 -22.4) : 100 kg WBM (63 - 45mm) : 100 kg BM (Grade I) : 50 kg BM (Grade II) :25 kg DBM (Grade I) : 50 kg DBM (Grade II) : 25 kg BC (Grade I) : 25 kg BC (Grade II) : 12 kg 1300 Permanent Testing
10 Specific Gravity based on dry aggregate IS 2386 (Part 3): 1963 20 Kg 1440 Permanent Testing
11 Specific Gravity based on saturated surface dry weight IS 2386 (Part 3) : 1963 20 Kg 1126 Permanent Testing
12 Water Absorption IS 2386 (Part 3) : 1963 20 Kg 1440 Permanent Testing
13 Angularity Number IS 2386 (Part 1) : 1963 20 Kg 2110 Permanent Testing
14 Percentage of Voids (Rodded Bulk Density) IS 2386 (Part 3) : 1963 40 Kg 2135 Permanent Testing
15 Percentage of Voids(Loose Bulk Density) IS 2386 (Part 3) : 1963 40 Kg 2135 Permanent Testing

Concrete Structure

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Carbonation Test BS EN 14630: 2006 Per Point 1700 Site testing
2 Cover Meter Test BS 1881 (Part 204): 1988 Per Sqm 3000 Site testing
3 Half Cell Potential difference test ASTM C876: 2022 Per Point 1000 Site testing
4 Rebound Hammer Test ASTM C805/C805M: 2025 Per Point 500 Site testing
5 Rebound Hammer Test IS 516 (Part 5): Sec 4 : 2020 500 Site testing
6 Ultrasonic Pulse Velocity Tests IS 516 (Part 5/section 1) : 2018 Per Point 550 Site testing

Fine Aggregate

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Bulk Density (Loose) IS 2386 (Part 3): 1963 20 Kg 695 Permanent Testing
2 Bulk density (Rodded) IS 2386 (Part 3): 1963 20 Kg Permanent Testing
3 Materials finer than 75 Micron IS 2386 (Part 1): 1963 5 Kg 1270 Permanent Testing
4 Sieve Analysis (10mm,9.5mm,6.3mm,5.6mm,4.75mm,2.36mm,1.7mm,1.18mm,850 micron, 600 micron, 425 micron, 300 micron, 150 micron, 75 micron) IS 2386 (Part 1): 1963 5 Kg 1300 Permanent Testing
5 Specific Gravity based on dry aggregate IS 2386 (Part 3): 1963 5 Kg 1440 Permanent Testing
6 Water Absorption IS 2386 (Part 3) : 1963 5 Kg 1440 Permanent Testing
7 Apparent Specific gravity IS 2386 (Part 3): 1963 5 Kg 1440 Permanent Testing
8 Percentage of voids (Rodded Bulk Density) IS 2386 (Part 3) : 1963 20 Kg 2135 Permanent Testing
9 Percentage of Voids(Loose Bulk Density) IS 2386 (Part 3): 1963 20 Kg 2135 Permanent Testing
10 Specific Gravity based on saturated surface dry weight IS 2386 (Part 3) : 1963 5 Kg 1126 Permanent Testing

Fly Ash

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Initial setting time IS 1727 : 1967 1 bag 50 kg 950 Permanent Testing
2 Final setting time IS 1727: 1967 Permanent Testing
3 Fineness by Blaine Air Permeability Method IS 1727: 1967 1190 Permanent Testing
4 Particles retained on 45 micron Sieve (Wet Sieving) IS 1727: 1967 1610 Permanent Testing
5 Soundness (Autoclave method) IS 1727 : 1967 4280 Permanent Testing
6 Soundness (Le- Chatlier) IS 1727 : 1967 1380 Permanent Testing
7 Specific Gravity IS 1727: 1967 940 Permanent Testing
8 Standard Consistency IS 1727 : 1967 880 Permanent Testing

Fresh Concrete

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Slump IS 1199 (Part 2): 2018 Cement 1 bag (sealed -new) 20mm : 2bag(30 kg/bag) 12.5mm : 2bag(30 kg/bag) Msand : 2bag(30 kg/bag) 430 Permanent Testing

Ground Granulated Blast Furnace Slag (GGBS)

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Particles retained on 45 micron Sieve (Wet Sieving) IS 1727: 1967 2 Kg 1610 Permanent Testing
2 Specific Gravity IS 1727: 1967 2 Kg 940 Permanent Testing

Hardened Concrete Cube

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Compressive Strength IS 516 (Part 1/Sec 1): 2021 3 Nos 680 Permanent Testing
2 Density IS 516 (Part2/Sec1): 2018 3 Nos 390 Permanent Testing
3 Compressive Strength of Accelerated Cured Concrete Specimens (Boiling water method) IS 9013: 1978 3 Nos 5920 Permanent Testing
4 Depth of Water Penetration Under Pressure IS 516 (Part 2/Sec 1): 2018 3 Nos 3570 Permanent Testing

Hardened Concrete Cylinder

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Compressive Strength IS 516 (Part1/Sec1): 2021 3 Nos 720 Permanent Testing
2 Rapid Chloride Permeability Test ASTM C 1202-22: 2022 3 Nos 2100 Permanent Testing

Hardened Concrete core

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Density IS 516 (Part2/Sec1): 2018 3 Nos 550 Permanent Testing
2 Compressive Strength IS 516 (Part 4): 2018 Min. 3 Nos 4635 Permanent Testing

Mangalore pattern tile

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Water Absorption IS 654: 2023 6 Nos 1270 Permanent Testing

Ordinary Portland Cement (OPC)

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Fineness by Blaine Air Permeability Method IS 4031 (Part 2): 1999 1190 Permanent Testing

Paver Block

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Compressive Strength IS 15658: 2021 8 Nos 2800 Permanent Testing
2 Dimensions (Length) IS 15658 (Annex B): 2021 8 Nos 440 Permanent Testing
3 Dimensions (Thickness) IS 15658 (Annex B): 2021 Permanent Testing
4 Dimensions (Width) IS 15658 (Annex B): 2021 Permanent Testing
5 Water Absorption IS 15658: 2021 3 Nos 850 Permanent Testing

Portland Pozzolana Cement (PPC)

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Fineness by Blaine Air Permeability Method IS 4031(Part 2): 1999 1190 Permanent Testing

Portland Slag Cement (PSC)

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Fineness by Blaine Air Permeability Method IS 4031 (Part 2): 1999 1190 Permanent Testing

Reinforcement Steel Bars

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Mass Per Meter IS 1786: 2008 3 (1 m/peice) Nos 565 Permanent Testing
2 Mass Per Meter IS 1786: 2008 3 (70 cm/piece) Nos 2295 Permanent Testing
3 Elongation percent IS 1608 (Part 1): 2022 Permanent Testing
4 Ultimate Tensile Strength IS 1608 (Part 1): 2022 Permanent Testing
5 Yield Stress IS 1608 (Part 1): 2022 Permanent Testing

Sand

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Grain Size Analysis of Sand- by Dry Sieving (75 micron- 4.75mm) IS 2720 (Part 4) : 1985 5 Kg 1438 Permanent Testing
2 Grain Size Analysis of Sand- by Wet Sieving (75 micron- 4.75mm) IS 2720 (Part 4) : 1985 5 Kg 1445 Permanent Testing

Silica Fume

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Particles retained on 45 micron Sieve (Wet Sieving) IS 1727: 1967 2 Kg 1610 Permanent Testing
2 Specific Gravity IS 1727: 1967 2 Kg 940 Permanent Testing

Soil

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 CBR - Unsoaked IS 2720: (Part 16) : 1987 30 Kg 1800 Permanent Testing
2 CBR (Soaked) IS 2720 (Part 16) : 1987 30 Kg 2000 Permanent Testing
3 Consistency Index IS 2720 (Part 5) : 1985 5 Kg 100 Permanent Testing
4 Consolidation - Compression Index IS 2720: (Part 15) : 1986 UDS sample 2150 Permanent Testing
5 Consolidation - Initial Void Ratio IS 2720: (Part 15) : 1986 Permanent Testing
6 Consolidation- Coefficient of Consolidation (90% consolidation)for 640 kPa IS 2720 (part 15) : 1986 Permanent Testing
7 Direct shear test (Unconsolidated Undrained)-Angle of internal friction IS 2720 (Part 13) : 1986 15 Kg 1550 Permanent Testing
8 Direct shear test (Unconsolidated Undrained)-Cohesion IS 2720 (Part 13) : 1986 15 Kg Permanent Testing
9 Flow Index IS 2720 (Part 5) : 1985 5 Kg 100 Permanent Testing
10 Free Swell Index IS 2720 (Part 40) : 1977 1 Kg 350 Permanent Testing
11 Grain size analysis - by Hydrometer analysis (Silt percentage) IS 2720 (Part 4) : 1985 5 Kg 1445 Permanent Testing
12 Grain Size Analysis- by Hydrometer Analysis (clay percentage) IS 2720 (Part 4) : 1985 5 Kg Permanent Testing
13 Grain Size Analysis- by Dry Sieving (75 micron- 75mm) IS 2720 (Part 4) : 1985 5 Kg 1438 Permanent Testing
14 Grain Size Analysis- by Wet Sieving (75mm,20mm,10mm,4.75mm,2.00mm,1.00mm,600micron,425micron,212 micron, 150 micron, 75 micron) IS 2720 (Part 4) : 1985 5 Kg 1445 Permanent Testing
15 Heavy Compaction(MDD) IS 2720 (Part 8): 1983 25 Kg 2100 Permanent Testing
16 Heavy Compaction(OMC) IS 2720 (Part 8): 1983 Kg Permanent Testing
17 Light Compaction(MDD) IS 2720 (Part 7): 1980 25 Kg 1800 Permanent Testing
18 Light Compaction(OMC) IS 2720 (Part 7): 1980 Kg Permanent Testing
19 Liquid Limit - Cone Penetrometer Apparatus IS 2720 (Part 5): 1985 5 Kg 324 Permanent Testing
20 LIQUID LIMIT - One point method (CASAGRANDE) IS 2720 (Part 5) : 1985 5 Kg 325 Permanent Testing
21 LIQUID LIMIT - One point method (CONE PENETROMETER) IS 2720 (Part 5) : 1985 5 Kg 324 Permanent Testing
22 Liquid Limit (Casagrande Apparatus) IS 2720 (Part 5): 1985 5 Kg 325 Permanent Testing
23 Plastic Limit IS 2720 (Part 5): 1985 300 Permanent Testing
24 Plasticity Index IS 2720 (Part 5) : 1985 625 (Note:If the test requirements have LL,PL and PI, then the total payable amount should be 625. Otherwise, the individual parameters' amount will be applicable.) Permanent Testing
25 Liquidity Index IS 2720 (Part 5) : 1985 5 Kg 100 Permanent Testing
26 Permeability - Constant Head IS 2720 (Part 17): 1986 25 Kg 1150 Permanent Testing
27 Permeability - Falling Head IS 2720 (Part 17): 1986 25 Kg 1650 Permanent Testing
28 Shrinkage Limit IS 2720 (Part 6): 1972 5 Kg 535 Permanent Testing
29 Specific Gravity IS 2720 (Part 3/Sec 1) : 1980 1 Kg 375 Permanent Testing
30 Swelling Pressure- Constant Volume Method IS 2720 (part 41) : 1977 25 Kg 1525 Permanent Testing
31 Toughness Index IS 2720 (Part 5) : 1985 5 Kg 100 Permanent Testing
32 Triaxial test (Unconsolidated Undrained)-Angle of internal friction IS 2720 (Part 11) : 1993 UDS sample 1300 Permanent Testing
33 Triaxial test (Unconsolidated Undrained)-Cohesion IS 2720 (Part 11) : 1993 Permanent Testing
34 Unconfined Compressive Strength IS 2720 (Part 10) : 1991 UDS sample 625 Permanent Testing
35 Water Content IS 2720 (Part 2): 1973 1 Kg 175 Permanent Testing

Solid Block

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Block Density IS 2185 (Part 1): 2005 3 Nos 1140 Permanent Testing
2 Compressive Strength IS 2185 (Part 1): 2005 8 Nos 3030 Permanent Testing
3 Dimensions (Height) IS 2185 (Part 1): 2005 20 Nos 500 Permanent Testing
4 Dimensions (Width) IS 2185 (Part 1): 2005 Permanent Testing
5 Dimensions(Length) IS 2185 (Part 1) : 2005 Permanent Testing
6 Water Absorption IS 2185 (Part 1): 2005 3 Nos 1000 Permanent Testing

Concrete

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Mix design Including Report IS:2000, IS 10262:2019 Cement: 2 bag(Sealed- new) 20mm CA: 4 bag (30 kg/bag) 12.5mm CA : 3 bag (30 kg/bag) Msand FA: 4 bag (30kg/ bag) Admixture: 1 Ltr (Sealed-new) 22820 Permanent Testing

Concrete Structure

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Chloride Profiling SHRP S 330 Per Core 3000 Site testing
2 GPR for Scanning concrete ACI 228.2R-98 Per Sqm 6000 Site testing
3 Core Extraction and Testing IS 516 Part 4: 2018 Per Core 1500 Site testing

Core

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Chloride Profiling SHRP S 330(APPENDIX F) 3000 Permanent Testing

Soil

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Field Density Test (Core Cutter Method) IS:2720 (Part XXIX)-1975 Per pit 800 Site testing
2 Field Density Test (Sand replacement method) IS:2720 (Part XXVIII)-1974 Per Pit 750 Site testing
3 Organic Material ASTM D2974-20 1 Kg 430 Permanent Testing
4 Bulk Density IS:2720 (Part XXIX)-1975 5 Kg 250 Permanent Testing

Steel Angle

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Unit Weight KHRI/STP 565 Permanent Testing

Steel Flat

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Unit Weight KHRI/STP 565 Permanent Testing

Steel Tube

Sl. No Parameter Test Method Required Qty Unit Rate (Rs.) Facility
1 Unit Weight KHRI/STP 3 specimen of 1m long Nos 565 Permanent Testing