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Laboratory : Material Testing House (India) Limited, VisakhapatnamField : Mechanical TestingGroup : Building Materials, Steel, Tiles & Miscellaneous

Sl.No Product/ Specific TestMaterial of PerformedTest

1 Brick including Clay i) Compressive Strength

And* Fly ash Bricks ii) Water Absorption

IS:1077 iii) Efflorescence

IS:12894 iv) Warpage

v) Dimensions

2 Acid Resistance i) Water AbsorptionBricks ii) Compressive strength

3 Concrete Blocks i) Water AbsorptionHollow/Solid/ ii) Compressive StrengthFly ash Blocks iii) Density

iv) Efflorescence

4 Cement Concrete i) Flatness/ plain cement ii) Perpendicularity/ Terrazzo iii) StraightnessTiles iv) Dimensions

v) Water Absorptionvi)Wet transverse strengthvii) Abrasion test

5 Cement Concrete i) Flatness/ Plain cement ii) Perpendicularity/ Terrazzo iii) StraightnessChequered Tiles iv) Dimensions

v) Water Absorptionvi) Wet transverse strengthVii) Abrasion test

6 PCC cable covers i) Impact Strengthii) Transverse strengthiii) Dimensions

7 Cement Concrete i) Compressive strengthCubes ii) Splitting tensile strength

8 Cement Concrete ii) Flexural strengthBeams

9 Concrete Mix design i) Design Mix of concreteii) Self Consolidating Concreteiii) Accelerated curing

For scope of NABL accreditation; See NABL scope The above rates will be revised time to time. Contact the lab for the latest test charges

Material Testing House (India) Limited, VisakhapatnamMechanical TestingBuilding Materials, Steel, Tiles & Miscellaneous

Price List MasterSpecific Test Test Method specification Testing

against which tests are Tax extra @ 12.36%) Chargesperformed extra for sample Preparation

where ever required. Samples sizegiven at side of(Valid from

i) Compressive Strength IS : 3495 – 1992 (Pt-1)

ii) Water Absorption IS : 3495 – 1992 (Pt-2)

iii) Efflorescence IS : 3495 – 1992 (Pt-3)

IS : 3495 – 1992 (Pt-4)

v) Dimensions IS : 1077 Cl 6,2,1 1992

i) Water Absorption IS : 4860 - 1968ii) Compressive strength IS : 4860 - 1968

i) Water Absorption IS : 2185 – 2005 (Pt-1)ii) Compressive Strength IS : 2185 – 2005(Pt-1)

IS : 2185 – 2005 (Pt-1)Efflorescence

IS : 1237 – 2012Perpendicularity IS : 1237 – 2012

iii) Straightness IS : 1237 – 2012iv) Dimensions IS : 1237 – 2012v) Water Absorption IS : 1237 – 2012vi)Wet transverse strength IS : 1237 – 2012vii) Abrasion test IS : 1237 – 2012

IS: 13801-1993ii) Perpendicularity IS: 13801-1993iii) Straightness IS: 13801-1993iv) Dimensions IS: 13801-1993v) Water Absorption IS: 13801-1993vi) Wet transverse strength IS: 13801-1993Vii) Abrasion test

i) Impact Strength IS : 5820 – 1970ii) Transverse strength IS : 5820 – 1970iii) Dimensions IS : 5820 – 1970

i) Compressive strength IS : 516 – 1959ii) Splitting tensile strength IS : 5816 – 1999

ii) Flexural strength IS : 516 – 1959

IS : 456-2000i) Design Mix of concrete IS : 10262- 2009ii) Self Consolidating Concrete ACI 237R-07iii) Accelerated curing IS:9013-1978

For scope of NABL accreditation; See NABL scope -MechanicalThe above rates will be revised time to time. Contact the lab for the latest test charges

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Testing charges in Rs. (ServiceTax extra @ 12.36%) Chargesextra for sample Preparationwhere ever required. Samples sizegiven at side of testing charges.(Valid from 24 Oct, 2013)

900/- 5

900/- 5

900/- 5

300/- 5

300/- 20

1200/-1200/-

1500/- 33000/- 8900/- 81500/- 5

250/- 6250/- 6250/- 6250/- 6900/- 63000/- 63000/- 6

250/- 6250/- 6250/- 6250/- 6900/- 63000/- 63000/- 6

3000/- 123000/- 15300/-

900/- per 3 cubes1800/- per 3 cubes

2700/- per 3 beams

18000/- (3 trails)27000/-6000/- per Set

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



10 Cement Concrete Non – Destructive testi) Rebound Hammer

ii)UPV test

11 Coarse Aggregate i) Sieve analysisii) Bulk densitya)Looseb)rodediii) Specific gravity

iv) Water Absorption

v) Impact Valuevi) Crushing Valuevii) Elongation indexviii) Flakiness Indexix) Voidsx) Moisture contentxi) Loss Angeles xii) 10 % Fines valuexiii) Soundnessxiv) Impact valuexv) Deleterious Materialxvi) Alkali AggregateReactivity(chemical method)

12 Fine Aggregate i) Sieve analysisii) Bulk Densityiii) Specific gravityiv) Moisture contentv) Soundnessvi) Deleterious vii)Organic imuritiesvii)Ymax & Ymin

13 Rock / Stone i) Water Absorption(Prepared sample to be ii) Specific gravitySubmitted by customer iii) Compressive strengthas per IS) iv) Split Tensile strength*Sample preparation v) Transverse strengthRs.2000/-each vi) Brazilian (Tensile strengthspecimen

vii) Point load strength index*C.S, STS, TS viii)Bulk DensityEach test 12 specimen ix)Porosityrequired x)Slake Durability

xi) Durability(soundness)for Cylinders

For scope of NABL accreditation; See NABL scope The above rates will be revised time to time. Contact the lab for


Price List MasterSpecific Test Test Method specification Testing charges in Rs. (Service


where ever required. Samples sizegiven at side of testing charges.(Valid from

Destructive testHammer IS: 13311 (part 2)-1992

IS: 13311 (part 1)-1992

i) Sieve analysis IS: 2386 (Pt-1)ii) Bulk density IS: 2386 (Pt-3)

iii) Specific gravity IS : 2386 (Pt-3)

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

v) Impact Value IS: 2386 (Pt-4)vi) Crushing Value IS : 2386 (Pt-4)vii) Elongation index IS: 2386 (Pt-1)viii) Flakiness Index IS : 2386 (Pt-1)

IS : 2386 (Pt-3)x) Moisture content IS : 2386 (Pt-3)xi) Loss Angeles Abrasion IS : 2386 (Pt-4)xii) 10 % Fines value IS : 2386 (Pt-4)xiii) Soundness IS : 2386 (Pt-5)xiv) Impact value IS : 5640 – 1970xv) Deleterious Material IS : 2386 (Pt-)3)xvi) Alkali Aggregate IS:2386(Part-7)

(chemical method)

i) Sieve analysis IS : 2386 (Pt-1)ii) Bulk Density IS : 2386 (Pt-3)iii) Specific gravity IS : 2386 (Pt-3)iv) Moisture content IS : 2386 (Pt-3)v) Soundness IS : 2386 (Pt-5)vi) Deleterious Material IS : 2386 (Pt-3)vii)Organic imurities IS : 2386 (Pt-3)vii)Ymax & Ymin IS : 2720 (Part-14)

i) Water Absorption IS : 1124 – 1974ii) Specific gravity IS : 1122 – 1974

Compressive strength IS : 1121 –1974 (Pt-1)iv) Split Tensile strength IS: 1121-1974 (Pt-3)v) Transverse strength IS: 1121-1974 (Pt-2)vi) Brazilian (Tensile strength IS: 10082 -1981

Point load strength index IS: 8764 – 1998viii)Bulk Density IS:2386(Pt-3)1963

IS : 1124 – 1974x)Slake Durability IS: 10050 – 1981xi) Durability(soundness) IS: 1126 – 1974

for Cylinders

3500/@ 1 Sq. ft. area 8000/

600/

600/600/600/

600/

900/1500/600/600/900/600/1500/2000/3000/2400/1200/1

600/600/1200/

600/600/600/900/900/900/

900/each 600/1200/

varies


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3500/- per 10 impacts @ 1 Sq. ft. area 8000/- per point

600/- 80 kg. plus

600/-600/-600/-

600/-

900/-1500/-600/-600/-900/-600/-1500/-2000/-3000/-2400/-1200/-15000/-

600/- 80 kg. Plus 600/-600/-600/-3000 /-1200/-1200/-12000/-

600/-600/-600/- per each 900/- per each 900/- per each 900/- per each

900/- per each 600/-1200/-3000/-

varies

Mechanicalthe latest test charges



14 Ceramic Tiles/ i) Dimensions andGlazed Tiles Surface qualityUn-Glazed Tiles/ ii) Water AbsorptionCeramic unglazed iii) Modulus of ruptureVitreous acid (Flexural Strength)Resisting Tiles iv) Resistance ofIS: 4457-1982 Thermal shock

v) Crazing resistancevi) Mohs hardness

15 Bentonite (Soil) i) slurry Densityii) Marsh Funnel viscosityiii) Liquid Limitiv) pH Value

16 Cement i) Specific gravityii) Consistencyiii) Initial settingiv) Final settingv) Fineness/Blain Airvi) Soundness(Le-Chatelier /Autoclave)

Vii) Compressive strength

17 Fly Ash i) Fineness/Blain Airii) Soundness(Le-Chatelier /Autoclave)

iii) Consistencyiv) Initial settingv) Final settingvii) Lime ReactivityVii) Compressive strengthviii) Drying shrinkageix) Specific Gravity

18 Ground granulated i) Fineness/Blain AirBlast Furnace Slag ii) SoundnessGGBS (Le-Chatelier /Autoclave)

iii) Initial settingiv) Final settingv) Compressive strengthvi) Specific Gravityvii) Glass






i) Dimensions and IS : 13630 – 1992 (Pt-1)Surface quality

ii) Water Absorption IS : 13630 – 1992 (Pt-2)iii) Modulus of rupture IS : 13630 – 1993 (Pt-6)(Flexural Strength)

iv) Resistance of IS : 13630 – 1992 (Pt-5)Thermal shock

v) Crazing resistance IS : 13630 – 1992 (Pt-9)vi) Mohs hardness IS : 13630 – 1992 (Pt-13)

i) slurry Density ASTM D 6910 – 03ii) Marsh Funnel viscosity ASTM D 6910 – 03iii) Liquid Limit IS : 2720 (part 5) –1985iv) pH Value IS: 6186 : 1986 Cl. A – 3

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)v) Fineness/Blain Air IS : 4031- 1999 (Pt-2)vi) Soundness IS : 4031-1988 (Pt-3)

Chatelier /Autoclave)Vii) Compressive strength IS : 4031-1988 (Pt-6)

i) Fineness/Blain Air IS: 1727 –1967ii) Soundness IS : 1727-1967

Chatelier /Autoclave)iii) Consistency IS: 1727 –1967iv) Initial setting IS : 1727-1967v) Final setting IS: 1727 –1967vii) Lime Reactivity IS: 1727 –1967Vii) Compressive strength IS: 1727 –1967viii) Drying shrinkage IS: 1727 –1967ix) Specific Gravity IS: 1727 –1967

i) Fineness/Blain Air IS : 4031-1988 (Pt-2)ii) Soundness IS : 4031-1988 (Pt-3)

Chatelier /Autoclave) IS : 4031-1988 (Pt-5)) Initial setting IS : 4031-1988 (Pt-5)

v) Final setting IS : 4031- 1999 (Pt-5)) Compressive strength IS : 4031-1988 (Pt-6)

Specific Gravity IS : 4031-1988 (Pt-11)Glass content

Total 6000/

Physical & Chemical

Physical & Chemical

}


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Testing charges in Rs. (ServiceTax extra @ 12.36%) Chargesextra for sample Preparationwhere ever required. Samples size

at side of testing charges.(Valid from 24 Oct, 2013)

3000/- 30

2400/- 103000/- 7

4000/- 54000/- 53000/- 3

Total 6000/-

4000/-

Physical & Chemical

} 20000/-

Physical & Chemical

} 220000/-




19(a) High Strength i) Ultimate Tensile stressDeformed Bars ii) 0.2% proof stressIS: 1786-1985 Reaff 2004 iii) Elongation(8 to 25mm dia only ) iv) Weight per meter &dia

v) Bendvi) Re bend

(b) Structural steel i) YieldIS:2062-1999 ii) Ultimate Tensile

iii) Elongationiv) Bender

20 Galvanized iron i) Mass of Zinc CoatingArticlesi) Barbed wire ii) Diameter of wireii) Zinc coated sheet/ iii) Thickness of sheetCorrugated sheet iv) Adhesioniii) General purpose v) UniformityGI coated strips, flatsRods, wires and pipes

21 Soils i) Grain a) Sieve analysisb) Sieve analysisc) hydro meter

ii) Moisture contentiii) Specific gravityiv) Sand content in soilsv) Atterberg Limitsa) Liquid Limitb) Plastic Limitvi)Heavy compactionvii) Light viii)California bearingratioix) Free swellx) Sand min & maxDensityxi) Density by sandReplacement methodxii) Density by core cuttermethod.xiii) Safe bearing capacityof soils based on shearParameters upto 45

22 Aluminum Extrusions i) Thickness of Anodizingand Sections Coating

For scope of NABL accreditation; See NABL scope The above rates will be revised time to time. Contact the lab for the


Price List MasterSpecific Test Test Method specification Testing charges in Rs. (ServicePerformed against which tests are Tax extra @

performed extra for sample Preparationwhere ever required. Samples sizegiven at side of testing charges.(Valid from

i) Ultimate Tensile stress IS : 1608 – 2005ii) 0.2% proof stress IS : 1608 – 2005iii) Elongation IS : 1608 – 2005iv) Weight per meter &dia IS: 1786-1985v) Bend IS : 1599 – 1985vi) Re bend IS: 1786-1985

i) Yieldii) Ultimate Tensileiii) Elongationiv) Bender

i) Mass of Zinc Coating IS : 6745 –1972

ii) Diameter of wire IS : 278 – 1978iii) Thickness of sheet IS : 280 – 1978iv) Adhesion IS : 2629 – 1985v) Uniformity IS : 2633– 1986

i) Grain size analysis IS : 2720 (Pt-4) – 1985a) Sieve analysis Clause 3b) Sieve analysis Clause 4c) hydro meter Clause 5.1

ii) Moisture content IS : 2720 (Pt-2) – 1973iii) Specific gravity IS : 2720 (Pt-3.1) – 1980iv) Sand content in soils IS : 2720 (Pt-3.2) – 1985v) Atterberg Limitsa) Liquid Limit IS : 2720 (Pt-5) – 1985b) Plastic Limit IS : 2720 (Pt-5) – 1985vi)Heavy compaction IS : 2720 (Pt-8) – 1983vii) Light compaction IS : 2720 (Pt-7) – 1980viii)California bearing IS : 2720 (Pt-16) – 1987ratioix) Free swell IS:2720(Pt-40) - 1977x) Sand min & max IS:2720 Part 14Densityxi) Density by sand IS : 2720 (Pt-28)-1974Replacement methodxii) Density by core cutter IS : 2720 (Pt-29)-1975method.xiii) Safe bearing capacity IS : 6403 – 1981of soils based on shear IS : 2720 Part 12 – 1981Parameters upto 45T/sq.m

i) Thickness of Anodizing IS : 5523 – 1983Coating


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Testing charges in Rs. (ServiceTax extra @ 12.36%) Charges

extra for sample Preparationwhere ever required. Samples sizegiven at side of testing charges.(Valid from 24 Oct, 2013)

2100/-(3 No.of 1m Each)

5400/-

2400/-

300/-300/-2400/-9000/-

600/-900/-1500/-

300/-600/-600/-1200/-

3000/-3000/-3000/-

1200/-12000/-

2400/-600/-

4000/-

2400/-

Mechanicallatest test charges



23 Bitumen i) Marshal stabilityPaving mixes a) StabilityAs per Ministry of b) Flow

Road Transport & ii) Bitumen ExtractionHighways/ IndianRoads Congress iii) Stripping value

24 Bitumen i) Penetrationi) Paving Bitumen(Straight grades) ii) DuctilityIS : 73 – 1992 iii) Specific gravity

iv) Softening pointii) Industrial Bitumen(Blown grades)IS : 702 – 1988

25 Paving Blocks i) Split tensile strengthii) Compressive Strength

26 Modified Bitumen i) PenetrationMembrane/ FeltGlass Fiber Felt ii) Softening point

iii) Pliability

iv) Tensile Strength

v) Elongation

vi) Heat resistance(Loss on heat)vii) Water Absorption

viii) Weight per squareMetre

27 Polyethylene films i) Thickness of filmii) Density

Polyethylene films for iii) ElongationWater proofing roofs iv) Tensile StrengthHDPE films






i) Marshal stability ASTM – D 5581 – 1996(Reapproved 2001) 18

ii) Bitumen Extraction ASTM – D 2172 – 05e1 3000/

iii) Stripping value IS : 6241 – 1971 1500/

i) Penetration IS : 1203 –1978 1500/ASTM – D 5 – 05IS : 1208-1978 1500/

) Specific gravity IS : 1202 – 1978 1500/) Softening point IS : 1205 – 1978 1500/

ASTM – D 36 – 1995

i) Split tensile strength BS : 6717 –2001 1200/ii) Compressive Strength BS : 6717 : 1986 3000/

IS:15658-2006i) Penetration IS: 1203 –1978 2400/

ASTM D : 5 – 05ii) Softening point IS : 1205 – 1978 2400/

ASTM – D 36 – 1995(Reapproved 2000)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 - 04vii) Water Absorption IS : 13826 (Pt-6) – 1993 600/

ASTM D : 412 – 98 a

per square ASTM – D 146 –04 Para 9 600/

i) Thickness of film IS:2508-1984 600/IS:2508-1984

iii) Elongation IS: 1969-1985 2400/Strength IS: 1969-1985


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8000/- one Job Mix

3000/-

1500/-

1500/-

1500/-1500/-1500/-

1200/- each3000/- 8 no

2400/-

2400/-

2400/-

2400/-

2400/-

2400/-

600/-

600/-

600/-

2400/-(i to iv)


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

Price List MasterSl.No Product/ Specific Test Test Method specification Testing charges in Rs. (Service

Material of Performed against which tests are Tax extra @ 12.36%) ChargesTest performed extra for sample Preparation

where ever required. Samples sizegiven at side of testing charges.(Valid from 24 Oct, 2013)

HDPE / PP Woven Sacks with papers Woven sacks packing HDPE / PP

28 Timber /wood

29 Plywood general Purpose Shuttering.

30 Ply wood / Pre-laminated particle Board

31 Wooden door shutter Paneled/flush/ Glazed / Gauzed Skeleton shutter PVC door shutters.

32 Rubber Fenders/ Rubber / Rubber Tiles

33 Tarpaulin

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

i) Density & Moisture IS: 1734 (part1)-1983 1200/-ii) Compressive strength IS: 1734 (part10)-1983 1200/-iii) Impact resistance IS: 1734 (part18)-1983 1200/-

i) Density & Moisture IS : 2380 (part 3) :1977 1200/-ii) water Absorption IS : 2380 (part 16) :1977 900/-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

i) Dimensions IS: 4020 (Pt-2) – 1998

}ii) Square ness IS: 4020 (Pt-2) – 1998 1200/-iii) Thickness IS: 4020 (Pt-2) – 1998iv) Local Plane ness IS: 4020 (Pt-4) – 1998 1200/-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

i) Tensile Strength IS: 3400 (Pt-1) –1983 2400/-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/-

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




34 Foam i) Density

35 Paper i) Densityii) Thicknessiii) Specific gravity

36 Burnt Clay roof Tiles i) Water Absorption

Burnt Clay Hallow ii) Breaking LoadBricks iii) Crushing strength

iv) Compressive strengthBurnt Clay Tiles for v) Flexural Canal Lining andDrainage

37 Textiles i) Breaking loadii) Elongation

38 Builders Hardware i) Dimensionali) Aluminum/Brass requirementsBarrel tower/ skeleton ii) FinishBolts

ii) Aluminum/CI/ MS i) DimensionalDoor handles requirements

ii) Finish

iii) Aluminum alloy/ i) DimensionalMS/ Brass hasp & requirementsStaples of safety type ii) Manufacturing

defectsiii) Finish

iv) Aluminum/Alloy/ i) DimensionalMS/Brass parliament requirementsHinges. ii) Manufacturing defects

iii) Finish

v) MS and hard drawn i) Dimensionalcast brass hooks & requirementsPlates ii) Manufacturing defects

iii) Finish

vi) Aluminum i) Dimensionalalloy/brass sliding door requirementsBolts ii) Manufacturing defects

iii) Finish

vii) Aluminum i) Dimensionalalloy/MS/cast Brass requirementsfanlight catches. ii) Manufacturing defects

iii) Finish

For scope of NABL accreditation; See NABL The above rates will be revised time to time. Contact the lab for the latest test charges





i) Density IS: 7888 – 1976 1200/

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/

Absorption IS : 3952-1988 900/IS: 654-1992

ii) Breaking Load IS: 654-1992 2400/iii) Crushing strength IS: 3952-1988 2400/iv) Compressive strength IS: 3367-1993 2400/v) Flexural Strength IS: 3367-1993 2400/

i) Breaking load IS: 1969-1985ii) Elongation IS: 1670-1991 1200/i) Dimensional IS: 204 (part 2)-1992 p6 300/requirementsii) Finish IS: 204 (part 2)-1992 p7 300/

i) Dimensional IS: 208-1996 P6 300/requirementsii) Finish IS: 204 -1996 P7 300/

i) Dimensional IS: 363-1993 P5 300/requirementsii) Manufacturing IS: 363-1993 P6 300/

iii) Finish IS: 363-1993 P7 300/

i) Dimensional IS: 362-1991 P5 300/requirementsii) Manufacturing defects IS: 362-1991 P6 300/iii) Finish IS: 362-1991 P7 300/

i) Dimensional IS: 207-1964 P6 300/requirementsii) Manufacturing defects IS: 207-1964 P5 300/iii) Finish IS: 207-1964 P7 300/

i) Dimensional IS: 2681-1993 Pg.6 300/requirementsii) Manufacturing defects IS: 2681-1993 Pg.7 300/iii) Finish IS: 2681-1993 Pg.8 300/

i) Dimensional IS: 364-1993 Pg.5 300/requirementsii) Manufacturing defects IS: 364-1993 Pg.6 300/iii) Finish IS: 364-1993 Pg.7 300/


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1200/-

600/-600/-600/-

900/-

2400/-2400/-2400/-2400/-

1200/-300/-

300/-

300/-

300/-

300/-

300/-

300/-

300/-

300/-300/-

300/-

300/-300/-

300/-

300/-300/-

300/-

300/-300/-






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 & Non ii) Breaking load IS : 5913 – 2003 4000/-Corrugated iii) Impermeability IS : 5913 – 2003 4000/-

iv) Density IS : 5913 – 2003 600/-

40 Clay Roofing Tile 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/- 6ii) 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 – 1992ii) Crushing strength IS : 651 – 1992iii) Water absorption IS : 651 – 1992 6000/-

iv) Acid resistance IS : 651 – 1992 }v) Alkali resistance IS : 651 – 199244 Manhole Covers i) Dimensions IS:12952-2002

ii)Compressive Strengths IS:12952-2002 3500/- 1NDT (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/- 3

IS: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)

IS:1708(Pt-10):1986 2400/-iv)Hardness underStatic Indentationv)Shear Strength IS:1708(Pt-11):1986 2400/-

Parallel to GrainFor scope of NABL accreditation; See NABL scope -Mechanical

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





vi)Tensile Strength IS:1708(Pt-12):1986 2400/-Parallel to Grainvii)Shear Strength IS:1708(Pt-13):1986 2400/-Perpendicular to Grainviii) 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 ImpactsRebound Hammer Strength ( Rebound hammer) for each location)

49. Concrete Cores i) Core Cutting (with Mechanized IS:516, IS:456 & SP-24(Cylidrical) core cutting Machine) and testing

of Compressive Strengtha)70mm Dia up to 140mm height variesb)90mm Dia upto 180mm heightc)115mm Dia upto 230mm heightd)150mm Dia upto 300mm height

50. NDT of Concrete 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) 9300/-

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) 6900/-

iv) Atterberg Limita) Liquid Limit IS : 2720 (Pt-5)b) Plastic Limit IS : 2720 (Pt-5)v)CBR IS : 2720 (Pt-16)


Laboratory : Material Testing House (India) Limited, Visakhapatnam of 10

Field : Mechanical TestingGroup : Building Materials, Steel, Tiles & Miscellaneous

Price List MasterSI.No. Product/Ma

terial of Test

Specific Test Performed

Test Method specification against which tests are performed

Testing charges in Rs. (Service Tax extra @ 12.36%) Charges extra for sample Preparation where ever required. Sample size given at side of testing charges.(Valid from 24 Oct, 2013)

53 Job mix (Asphalt design mix)

i).Design mix for all Bituminous paving mixes

MS-2 18000/-

54 Concrete Admixtures(Super plasticisers)

i)Dry materialii)Ash contentiii) Relative desityiv) Chloridesv)pH

IS 9103: 1999IS 9103: 1999IS 9103: 1999IS 6925-1973IS 9103:1999

1200/-2400/-600/-2400/-600/-

55 ConcreteAdmixtures(Super plasticizer)

i)Compatibility(Marsh cone method)

6000/-

56 Bentonite Tests as per is 2911-2010

IS 2911-2010 6000/-

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