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Laboratory : Material Testing House (India) Limited, Visakhapatnam Page 1 of 9Field : Mechanical TestingGroup : Building Materials, Steel, Tiles & Miscellaneous

Price List MasterSl.No P rod uct/ Specific T est T est Method specification T esting charges in Rs. (Service

Material of Performed against which tests are T ax extra @ 10.3%) Charges

Test performed extra for sample Preparationwhere ever requ ired. Samples sizegiven at side of testing charges.(Valid from 01 March, 2011)

1 Brick including Clay i) Compressive Strength IS : 3495 1992 (Pt-1) 900/ - 1500/ - 5

And* Fly ash Bricks ii) Water Absorption IS : 3495 1992 (Pt-2) 900/ - 1350/ - 5

IS:1077 iii) Efflorescence IS : 3495 1992 (Pt-3) 900/ - 1200/ - 5

IS:12894 iv) Warpage IS : 3495 1992 (Pt-4) 300/ - 300/ - 5

v) Dimensions IS : 1077 Cl 6,2,1 1992 300/ - 300/ 20

2 Acid Resistance i) Water Absorption IS : 4860 - 1968 1200/ -

Bricks ii) Compressive strength IS : 4860 - 1968 1200/ -

3 Concrete Blocks i) Water Absorption IS : 2185 2005 (Pt-1) 1200/ - 3

H ollow/ Solid ii) Compressive Strength IS : 2185 2005(Pt-1) 3000/ - 8

iii) Density IS : 2185 2005 (Pt-1) 900/ - 8

4 Cement Concrete i) Flatness IS : 1237 1980 250/ - 6

/ plain cement ii) Perpendicularity IS : 1237 1980 250/ - 6

/ Terrazzo iii) Straightness IS : 1237 1980 250/ - 6

Tiles iv) Dimensions IS : 1237 1980 250/ - 6

v) Water Absorption IS : 1237 1980 700/ - 6

vi)Wet transverse strength IS : 1237 1980 2400/ - 6

vii) Abrasion test IS : 1237 1980 2400/ - 6

5 Cement Concrete i) Flatness IS: 13801-1993 250/ - 6

/ Plain cement ii) Perpendicularity IS: 13801-1993 250/ - 6

/ Terrazzo iii) Straightness IS: 13801-1993 250/ - 6

Chequered Tiles iv) Dimensions IS: 13801-1993 250/ - 6

v) Water Absorption IS: 13801-1993 900/ - 6vi) Wet transverse strength IS: 13801-1993 2400/ - 6

Vii) Abrasion test 2400/ - 6

6 PCC cable covers i) Impact Strength IS : 5820 1970 3000/ - 12

ii) Transverse strength IS : 5820 1970 3000/ - 15

iii) Dimensions IS : 5820 1970 300/ -

7 Cement Concrete i) Compressive strength IS : 516 1959 600/ - per 3 cubes

Cubes ii) Splitting tensile strength IS : 5816 1999 1800/ - per 3 cubes

8 Cement Concrete ii) Flexural strength IS : 516 1959 2400/ - per 3 beams

Beams

IS : 456-2000

9 Concrete Mix design i) Design Mix of concrete IS : 10262- 2009 Up to M30 -12000/ -

Above M30-15000/ -

ii) Accelerated curing IS:9013-1978 Varies 2000/ - per Mix

The above rates will be revised time to time. Contact the lab for the latest test charges


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10 Cement Concrete Non Destructive testi) Rebound Hammer IS: 13311 (part 2)-1992 3500/ - per 10 impacts

@ 1 Sq. ft. area

ii)UPV test IS: 13311 (part 1)-1992 8000/ - per point

11 Coarse Aggregate i) Sieve analysis IS: 2386 (Pt-1) 600/ - 80 kg. plusii) Bulk density IS: 2386 (Pt-3)

a)Loose 600/ -b)roded 600/ -iii) Specific gravity IS : 2386 (Pt-3) 600/ -

iv) Water Absorption IS : 2386 (Pt-3) 600/ -

v) Impact Value IS: 2386 (Pt-4) 800/ -vi) Crushing Value IS : 2386 (Pt-4) 1500/ -vii) Elongation index IS: 2386 (Pt-1) 450/ -

viii) Flakiness Index IS : 2386 (Pt-1) 450/ -ix) Voids IS : 2386 (Pt-3) 900/ -

x) Moisture content IS : 2386 (Pt-3) 300/ -xi) Loss Angeles Abrasion IS : 2386 (Pt-4) 1500/ -xii) 10 % Fines value IS : 2386 (Pt-4) 2000/ -xiii) Soundness IS : 2386 (Pt-5) 3000/ -

xiv) Impact value IS : 5640 1970 2400/ -xv) Deleterious Material IS : 2386 (Pt-)3) 1200/ -xvi) Alkali Aggregatereactivity

IS:2386(Part-7) 12000/ -

12 Fine Aggregate i) Sieve analysis IS : 2386 (Pt-1) 600/ - 80 kg. Plusii) Bulk Density IS : 2386 (Pt-3) 600/ -iii) Specific gravity IS : 2386 (Pt-3) 600/ -

iv) Moisture content IS : 2386 (Pt-3) 300/ -v) Soundness IS : 2386 (Pt-5) 3000 / -vi) Deleterious Material IS : 2386 (Pt-3) 1200/ -vii)Organic imurities IS : 2386 (Pt-3) 1200/ -

13 Rock / Stone i) Water Absorption IS : 1124 1974 600/ -(Prepared sample to be ii) Specific gravity IS : 1122 1974 600/ -Submitted by customer iii) Compressive s trength IS : 1121 1974 (Pt-1) 600/ - per eachas per IS) iv) Split Tensile strength IS: 1121-1974 (Pt-3) 300/ - per each*Sample preparation v) Transverse strength IS: 1121-1974 (Pt-2) 600/ - per eachRs.2000/ -each

specimen

vi) Brazilian (Tensile strength IS: 10082 -1981 600/ - per each

vii) Point load strength index IS: 8764 1998 300/ - per each

*C.S, STS, TS viii)Bulk Density IS:2386(Pt-3)1963 300/ -Each test 12 specimen ix)Porosity IS : 1124 1974 1200/ -

required x)Slake Durability IS: 10050 1981 2400/ -xi) Durability IS: 1126 1974 9000/ -


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14 Ceramic Tiles/ i) Dimensions and IS : 13630 1992 (Pt-1) 3000 30Glazed Tiles Surface quality

Un-Glazed Tiles/ ii) Water Absorption IS : 13630 1992 (Pt-2) 2400 10

Ceramic unglazed iii) Modulus of rupture IS : 13630 1993 (Pt-6) 3000 7Vitreous acid (Flexural Strength)Resisting Tiles iv) Resistance of IS : 13630 1992 (Pt-5)

Thermal shock 4000 5

v) Crazing resistance IS : 13630 1992 (Pt-9) 4000 5

vi) Mohs hardness IS : 13630 1992 (Pt-13) 3000 3

15 Bentonite (Soil) i) slurry Density ASTM D 6910 03ii) Marsh Funnel viscosity ASTM D 6910 03

iii) Swell IS : 6186 - 1986iv) Fineness IS:12446 1988 Total 6000/ -v) Liquid Limit IS : 2720 (part 5) 1985

vi) pH Value IS: 6186 : 1986 Cl. A 3

16 Cement i) Specific gravity IS: 4031-1988 (Pt-11)ii) Consistency IS : 4031-1988 (Pt-4)iii) Initial setting IS : 4031-1988 (Pt-5)iv) Final setting IS : 4031-1988 (Pt-5) 4000/ -

v) Fineness/ Blain Air IS : 4031- 1999 (Pt-2)vi) Soundness IS : 4031-1988 (Pt-3)(Le-Chatelier / Autoclave)Vii) Compressive strength IS : 4031-1988 (Pt-6)

17 Fly Ash i) Fineness/Blain Air IS: 1727 1967 Physical & Chemical

ii) Soundness IS : 1727-1967(Le-Chatelier / Autoclave)

iii) Consistency IS: 1727 1967iv) Initial setting IS : 1727-1967

v) Final setting IS: 1727 1967 20000/ -

vii) Lime Reactivity IS: 1727 1967Vii) Compressive strength IS: 1727 1967viii) Drying shrinkage IS: 1727 1967ix) Specific Gravity IS: 1727 1967

18 Ground granulated i) Fineness/ Blain Air IS : 4031-1988 (Pt-2) Physical & Chemical

Blast Furnace Slag ii) Soundness IS : 4031-1988 (Pt-3) except Glass

GGBS (Le-Chatelier / Autoclave) IS : 4031-1988 (Pt-5) Contentiv) Initial setting IS : 4031-1988 (Pt-5)v) Final setting IS : 4031- 1999 (Pt-5) 20000/ -Vii) Compressive strength IS : 4031-1988 (Pt-6)ix) Specific Gravity IS : 4031-1988 (Pt-11)

x) Moisture content

}

}


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19(a) High Strength i) Ultimate Tensile stress IS : 1608 2005 Up to 32mm

Deformed Bars ii) 0.2% proof stress IS : 1608 2005 1360 (3 No.of 1m Each)IS: 1786-1985 Reaff 2004 iii) Elongation IS : 1608 2005

(b) Structural steel iv) Weight per meter &dia IS: 1786-1985IS:2062-1999 Reaff2004 v) Bend IS : 1599 1985MS Pipes & Fittings vi) Re bend IS: 1786-1985

vii)Pullout test IS:2770(Part-1)

20 Galvanized iron i) Thickness of Zinc IS : 1573 1980 2400/ -Articles Coating IS : 4826 1979

i) Barbed wire iii) Diameter of wire IS : 278 1978 300/ -ii) Zinc coated sheet/ iv) Thickness of sheet IS : 280 1978 300/ -

Corrugated sheetiii) General purposeGI coated strips, flatsRods and wires.

21 Soils i) Grain size analysis IS : 2720 (Pt-4) 1985

a) Sieve analysis Clause 3 600/ -b) Sieve analysis Clause 4 900/ -c) pipette method/ hydro Clause 5.1 1500/ -

meterii) Moisture content IS : 2720 (Pt-2) 1973 300/ -iii) Specific gravity IS : 2720 (Pt-3.1) 1980 600/ -iv) Sand content in soils IS : 2720 (Pt-3.2) 1985 600/ -

v) Atterberg Limit 900/ -a) Liquid Limit IS : 2720 (Pt-5) 1985

b) Plastic Limit IS : 2720 (Pt-5) 1985vi)Heavy compaction IS : 2720 (Pt-8) 1983 2400/ -

vii) Light compaction IS : 2720 (Pt-7) 1980 2000/ -viii)California bearing IS : 2720 (Pt-16) 1987 2400/ -

ratioix) Free swell IS:2720(Pt-40) - 1977 600/ -xi) Density by sand IS : 2720 (Pt-28)-1974Replacement method 2400/ -(L), 1200/ -(S)xii) Density by core cutter IS : 2720 (Pt-29)-1975 600/ -

method.xiii) Safe bearing capacity IS : 6403 1981 4000/ -of soils based on shear IS : 2720 Part 12 1981

Parameters upto 45T/ sq.m

22 Aluminum Extrusions i) Thickness of Anodizing IS : 5523 1983 1200/ -

and Sections Coating


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23 Bitumen i) Marshal stability ASTM D 5581 1996Paving mixes a) Stability (Reapproved 2001) 15000/ - one Job MixAs per Ministry of b) Flow

d)Water Sensitivity AASHTO T 245-97/ T-283-07 15000/ -Road Transport & ii) Bitumen Extraction ASTM D 2172 05e1 2400/ - (Including Grading)Highways/ Indian

Roads Congress iii) Stripping value IS : 6241 1971 1500/ -

24 Bitumen i) Penetration IS : 1203 1978 1500/ -i) Paving Bitumen ASTM D 5 05

(Straight grades) ii) Ductility IS : 1208-1978 1500/ -

IS : 73 1992 ii) Specific gravity IS : 1202 1978 1500/ -iii) Softening point IS : 1205 1978 1500/ -

ii) Industrial Bitumen ASTM D 36 1995(Blown grades)

IS : 702 1988

25 Paving Blocks i) Split tensile strength BS : 6717 2001 1200/ - eachii) Compressive Strength BS : 6717 : 1986 3000/ - 8 no

IS:15658-200626 Modified Bitumen i) Penetration IS: 1203 1978 2400/ -

Membrane/ Felt ASTM D : 5 05Glass Fiber Felt ii) Softening point IS : 1205 1978 2400/ -

ASTM D 36 1995(Reapproved 2000)

iii) Pliability IS : 13826 (Pt-2) 1993 2400/ -ASTM D 146 04

iv) Tensile Strength IS : 13826 (Pt-2) 1993 2400/ -ASTM D : 412 98 a(Reapproved 2002)

v) Elongation IS : 13826 (Pt-1) 1993 2400/ -ASTM D : 412 98 a(Reapproved 2002)

vi) Heat resistance IS : 13826 (Pt-5) 1994 2400/ -(Loss on heat) ASTM D: 146 - 04

vii) Water Absorption IS : 13826 (Pt-6) 1993 600/ -ASTM D : 412 98 a

viii) Weight per square ASTM D 146 04 Para 9 600/ -Metre

27 Polyethylene films i) Thickness of film IS:2508-1984 600/ -ii) Density IS:2508-1984

Polyethylene films for iii) Elongation IS: 1969-1985 2400/ -(i to iv)Water proofing roofs iv) Tensile Strength IS: 1969-1985

H DPE films


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HDPE / PP Woven

Sacks with papersWoven sacks packingHDPE / PP

28 Timber / wood i) Moisture content IS : 11215 1991 1200/ -(Hot Air Oven Method)ii) Specific gravity 1200/ -

29 Plywood general i) Density & Moisture IS: 1734 (part1)-1983 1200/ -Purpose ii) Compressive strength IS: 1734 (part10)-1983 1200/ -

Shuttering. iii) Impact resistance IS: 1734 (part18)-1983 1200/ -

30 Ply wood / Pre- i) Density & Moisture IS : 2380 (part 3) :1977 1200/ -laminated particle ii) water Absorption IS : 2380 (part 16) :1977 900/ -Board iii) Swelling IS : 2380 (part 17) :1977 1200/ -

iv) Resistance to steam IS : 12823 : 1990 2400/ -

v) Cigarette burn IS : 12823 : 1990 1200/ -vi) Crack IS : 12823 : 1990 1200/ -vii) Falling Hammer IS : 2380 (part 10): 1977 1200/ -Impact

31 Wooden door shu tter i) Dimensions IS: 4020 (Pt-2) 1998Paneled/ flush/ ii) Square ness IS: 4020 (Pt-2) 1998 1200/ -Glazed / Gauzed iii) Thickness IS: 4020 (Pt-2) 1998Skeleton shutter iv) Local Plane ness IS: 4020 (Pt-4) 1998 1200/ -

PVC door shutters. v) General flatness IS: 4020 (Pt-3) 1998 1200/ -vii) Impact indentation IS: 4020 (Pt-5) 1998 2400/ -

viii) Flexure IS: 4020 (Pt-6) 1998 2400/ -ix) Edge Loading IS: 4020 (Pt-7) 1998 2400/ -

x) Shock resistance IS: 4020 (Pt-8) 1998 2400/ -xi) Buckling resistance IS: 4020 (Pt-9) 1998 2400/ -

xii) Slamming IS: 4020 (Pt-10) 1998 2400/ -xiii) Misuse IS: 4020 (Pt-11) 1998 2400/ -xiv) End Immersion IS: 4020 (Pt-13) 1998 4800/ -xv) Knife Test IS: 4020 (Pt-14) 1998 2400/ -xvi) Glue Adhesion IS: 4020 (Pt-15) 1998 2400/ -

Test

32 Rubber Fenders/ i) Tensile Strength IS: 3400 (Pt-1) 1983 2400/ -

Rubber / RubberTiles

ii) Hardness Shore A IS: 3400 (Pt-2) 2003 2400/ -

iii) Water Absorption IS: 809 1992iv) Dimensions IS: 809 1992 300/ -

v) Density IS: 3400(pt-9)-1977 600/ -

33 Tarpaulin i) Breaking Load IS: 1969 1985 1200/ -ii) Mass IS: 7407(Pt 1 to 3)-1980 300/ -

}


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34 Foam i) Density IS: 7888 1976 1200/ -

35 Paper i) Density IS: 1060 (Pt-1) 1966 600/ -

ii) Thickness IS: 1060 (Pt-1) 1966 600/ -iii) Specific gravity IS: 1060 (Pt-1) 1966 600/ -

36 Burnt Clay roof Tiles i) Water Absorption IS : 3952-1988 900/ -

IS: 654-1992Burnt Clay Hallow ii) Breaking Load IS: 654-1992 2400/ -Bricks iii) Crushing strength IS: 3952-1988 2400/ -

iv) Compressive strength IS: 3367-1993 2400/ -

Burnt Clay Tiles for v) Flexural Strength IS: 3367-1993 2400/ -

Canal Lining and

Drainage

37 Textiles i) Breaking load IS: 1969-1985ii) Elongation IS: 1670-1991 1200/ -

38 Builders H ardware i) Dimensional IS: 204 (part 2)-1992 p6 300/ -

i) Aluminum/ Brass requirementsBarrel tower/ skeleton ii) Finish IS: 204 (part 2)-1992 p7 300/ -Bolts

ii) Aluminum/ CI/ MS i) Dimensional IS: 208-1996 P6 300/ -Door handles requirements

ii) Finish IS: 204 -1996 P7 300/ -

iii) Aluminum alloy/ i) Dimensional IS: 363-1993 P5 300/ -

MS/ Brass hasp & requirementsStaples of safety type ii) Manufacturing IS: 363-1993 P6 300/ -defectsiii) Finish IS: 363-1993 P7 300/ -

iv) Aluminum/ Alloy/ i) Dimensional IS: 362-1991 P5 300/ -MS/ Brass parliament requirementsHinges. ii) Manufacturing defects IS: 362-1991 P6 300/ -

iii) Finish IS: 362-1991 P7 300/ -

v) MS and hard drawn i) Dimensional IS: 207-1964 P6 300/ -cast brass hooks & requirementsPlates ii) Manufacturing defects IS: 207-1964 P5 300/ -

iii) Finish IS: 207-1964 P7 300/ -

vi) Aluminum i) Dimensional IS: 2681-1993 Pg.6 300/ -alloy/ brass sliding door requirementsBolts ii) Manufacturing defects IS: 2681-1993 Pg.7 300/ -

iii) Finish IS: 2681-1993 Pg.8 300/ -

vii) Aluminum i) Dimensional IS: 364-1993 Pg.5 300/ -alloy/ MS/ cast Brass requirementsfanlight catches. ii) Manufacturing defects IS: 364-1993 Pg.6 300/ -

iii) Finish IS: 364-1993 Pg.7 300/ -


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viii) Drawer/ cupboard / i) Dimensions IS: 729-1979 300/ -Box locks. ii) Finish IS: 729-1979 300/ -

iii) Smooth working IS: 729-1979 300/ -

ix) Aluminum i) Dimensional IS: 205-1992 300/ -alloy/ Steel/ Brass butt requirements 300/ -hinges iii) Finish IS: 1341-1992 300/ -

x) Aluminum i) Dimensional IS: 1823-1980 300/ -Floor door stoppers. requirements

iii) Finish IS: 1823-1980 300/ -

39 AC Sheets i) Dimensions IS : 459 1992 300/ -Corrugated & N on ii) Breaking load IS : 5913 2003 4000/ -

Corrugated iii) Impermeability IS : 5913 2003 4000/ -iv) Density IS : 5913 2003 600/ -

40 Clay Roofing T ile i) Dimensions IS : 654 1992 300/ - 6ii) Water absorption IS : 654 1992 900/ - 6iii) Permeability test IS : 654 1992 6000/ - 6iv) Breaking load IS : 654 1992 2400/ -

41 Clay Ridge tiles i) Dimensions IS: 1464 1992 300/ - 6

ii) Breaking strength IS: 1464 1992 2400/ 6iii) Water absorption IS: 1464 1992 900/ - 6

42 Clay terracing tiles i) War page IS : 2690 (part 1) 1993 600/ - 6ii) Water absorption IS : 2690 (part 1) 1993 900/ - 6iii) Flexural strength IS : 2690 (part 1) 1993 2400/ - 6

43 SWG Pipes i) Dimensions IS : 651 1992 300/ -

ii) Crushing strength IS : 651 1992 1500/ -iii) Water absorption IS : 651 1992 300/ -iv) Acid resistance IS : 651 1992 600/ -v) Alkali resistance IS : 651 1992 1800/ -

44 Manhole Covers i) Dimensions IS:12952-2002ii)Compressive Strengths IS:12952-2002 3500/ - 1

NDT (Includes Fiber)iii) Core cutting(C.S) IS:12952-2002 6000/ - 2(Includes Fiber)

45 Granite Slabs i) Water Absorption IS: 1124:1974 600/ - 3Marble ii) Hardness (Schmidt) IS: 12608:1989 3500/ - 3IS:14223(Part1)1995/ iii) Compressive Strength IS:1121(part-1):1974 2400/ - 6

IS:1130:1969 iv) Scratch Resistance IS:13630(part-13):1993 2400/ - 3(Mohs Hardness)iv)Hardness under IS:1708(Pt-10):1986 2400/ -

Static Indentation


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The above rates will be revised time to time. Contact the lab for the latest test charges .

v)Shear Strength IS:1708(Pt-11):1986 2400/ -Parallel to Grain

vi)Tensile Strength IS:1708(Pt-12):1986 2400/ -Parallel to Grainvii)Shear Strength IS:1708(Pt-13):1986 2400/ -Perpendicular to Grain

viii) Nail holding Strength IS:1708(Pt-15):1986 2400/ -

47. Ply Wood & i) Density & Moisture Content IS: 1734(Pt.1):1983 600/ - & 1200/ -Pre laminated Board ii) Resistance Dry Heat IS: 1734(Pt.2):1983 1200/ -

IS:12893 iii)Glue shear Strength IS:1734(Pt-4):1983 2400/ -

iii)Adhesion to file IS:1734(Pt-5):1983 2400/ -

iv)Water Resistance IS:1734(Pt-6):1983 3600/ -v)PH Value IS:1734(Pt-8):1983 2400/ -vi)Tensile Strength IS:1734(Pt-9):1983 2400/ -

vii)Compressive Strength IS:1734(Pt-10):1983 2400/ -viii) Static Bending Strength IS:1734(Pt-11):1983 2400/ -ix)Long Time Loading Test IS:1734(Pt-17):1983 2400/ -x)Impact Resistant Test IS:1734(Pt-16):1983 2400/ -xi) Nail & Screw holding IS:1734(Pt-15):1986 2400/ -Strengthxii)Flexural strength 2400/ -

48. NDT of Concrete i) Probable Compressive IS : 13311(part 2) : 1992 3500/ - (10 Impacts

Rebound Hammer Strength ( Rebound hammer) for each location)

49. Concrete Cores(Cylidrical)

i) Core Cutting (with Mechanizedcore cutting Machine) and testingof Compressive Strength

IS:516, IS:456 & SP-24

a)70mm Dia up to 150mm variesb)90mm Dia upto 150mmc)115mm Dia upto 150mmd)150mm Dia upto 300mm

50. NDT ofConcrete i) UPV IS : 13311(part 1) : 1992 8000/ -Ultra Pulse ii)Rebound hammer IS : 13311(part 2) : 1992 3500/ -Velocity(UPV)

51. Wet Mix Macadam i) Grading IS: 2386 (Pt-1)

IRC-Specification ii)Heavy Compaction IS : 2720 (Pt-8)Table400-11 iii)Impact Value IS: 2386 (Pt-4) 6100/ -

iv) Loss Angeles Abrasion IS: 2386 (Pt-4)v)Flakiness & Elongation Indices IS: 2386 (Pt-1)

vi)CBR IS : 2720 (Pt-16)

52. Granular Sub-Base i) Grading IS: 2386 (Pt-1)IRC-Specification ii) Grain size analysis IS : 2720 (Pt-4)

Table400-01 & 400-02 iii)Heavy Compaction IS : 2720 (Pt-8) 4500/ -iv) Atterberg Limita) Liquid Limit IS : 2720 (Pt-5)b) Plastic Limit IS : 2720 (Pt-5)

v)CBR IS : 2720 (Pt-16)

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