rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg...

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Transcript of rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg...

Page 1: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 2: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 3: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 4: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 5: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 6: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 7: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 8: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 9: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 10: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 11: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 12: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 13: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 14: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 15: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS

(NABL Accredited Testing and Research Laboratories,Jabalpur ) RATE LIST, W.E.F. 01-JUN-2017

Rate List of all Materials 2017-2018

Managing Director Account & Sample Section Mr. Ravindra Tomar Mr.Ajit Prajapati

9584541964 7879819011

Page 16: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS

(NABL Accredited Testing and Research Laboratories,Jabalpur ) RATE LIST, W.E.F. 01-JUN-2017

Coarse Aggragate

Fine Aggragate Test

Water Test

S. No. Name of Test Minimum Period

Required for Testing

Minimum Qty of Sample

Required for One Test

Rate

(in Rs)

1 PH Value 3 Days 1 Liter 550

2 TDS 3 Days 1 Liter 900

3 TSS 3 Days 1 Liter 750

4 Fecal Coli form 3 Days 1 Liter 550

5 COD 3 Days 1 Liter 550

6 BOD 5 Days 1 Liter 5000

7 Odour 2 Days 1 Liter 900

8 Colour 2 Days 1 Liter 1000

S. No. Name of Test Minimum Period

Required for Testing

Minimum Qty of Sample

Required for One Test

Rate

(in Rs)

1 Impact Value 2 Days 20 Kg 450

2 Sieve Analysis (Gradation) 2 Days 5 Kg 650

3 Crushing Value 2 Days 20 Kg 450

4 Abrasion Value (Los

Angeles) 2 Days 20 Kg 550

5 Water Absorption/Surface

Moisture Content 3 Days 5 Kg 300

6 Specific Gravity 3 Days 5 Kg 350

7 Bulk Density 2 Days 30 Kg 350

8 Soundness 15 Days 15Kg 2200

9 Flakiness Index 2 Days 20 Kg 400

10 Elongation Index 2 Days 20 Kg 400

11 Organic Impurities 5 Days 5 Kg 800

12 10% Fine Value 2 Days 20 Kg 600

13 All Physical Tests 5 Days 50Kg 4050

S.

No. Name of Test

Minimum Period

Required for Testing

Minimum Qty of Sample

Required for One Test

Rate

(in Rs)

1 Sieve Analysis (Gradation) 2 Days 5 Kg 550

2

Fineness Modulus

(including Gradation)

3 Days

10 Kg

600

3 Silt content 3 Days 10 Kg 450

3 Days

10 Kg

450

4 Water Absorption/Surface

Moisture Content 3 Days 5 Kg 550

5 Specific Gravity 3 Days 5 Kg 350

6 Bulk Density 2 Days 30 Kg 350

7 Organic Impurities 5 Days 5 Kg 800

8 All Physical Tests 5 Days 50Kg 3650

Page 17: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS

(NABL Accredited Testing and Research Laboratories,Jabalpur ) RATE LIST, W.E.F. 01-JUN-2017

SOIL TEST

CEREMIC & CONCRETE TILES

S.

No. Name of Test

Minimum Period

Required for Testing

Minimum Qty of

Sample Required for

One Test

Rate

(in Rs)

1 Normal Moisture Content

3 Days 1 Kg 300

2 Specific Gravity

3 Days 1 Kg 300

3 Liquid Limit/Plasticity Index

3 Days 5 Kg 450/450

4 Shrinkage Limit

3 Days 2 Kg 500

5

Proctor test

(OMC & MDD) for light 3 Days 25 Kg 1800

heavy compaction

(Standard proctor density)

6

CBR Test

i)Excluding of OMC & MDD in

soaked/Un soaked/

Unsoaked condition

8 Days 30 Kg 2000

(ii) Including OMC/ MDD 9 Days 30 kg 3400

7 Wet Sieve Analysis/Grain size

analysis 3 Days 5 Kg 800

8 Soil Classification 5 Days 10 Kg 950

9 Bulk Density 2 Days 5 Kg 350

10 Permeability of soil (Lab.) 4 Days 30 Kg 2250

11 Free Swelling Index 3 Days 5 Kg 450

12 Triaxial Test 7 Days 10 Kg 7000

13 Swelling Pressure 3 Days 10 Kg 3150

14 Chemical Tests (Sulphate ,Sulphite,

Ph, Chloride) 3 Days 3 Kg 1350

15 Water Level Test Per Bore 2 Days - 450

16 Porosity Test 4 Days 15 Kg 2700

17 Direct Shear test 5 Days 5 Kg 2000

18 Organic Matter of Soil 4 Days 3 Kg 1350

S.

No. Name of Test

Minimum Period

Required for Testing

Minimum Qty of Sample

Required for One Test

Rate

(in Rs)

1 Water Absorption 3 Days 6 Nos. 550

2 Dimension 3 Days 6 Nos. 350

3 Abrasion 3 Days 6 Nos. 900

4 Modulus of Rupture 3 Days 6 Nos. 450

5 Scratch hardness 3 Days 6 Nos. 700

6 Chemical Resistance 6 Days 6 Nos. 600

7 Complete Tests 6 Days 6 Nos. 3000

Page 18: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS

(NABL Accredited Testing and Research Laboratories,Jabalpur ) RATE LIST, W.E.F. 01-JUN-2017

Concrete Test

Bricks Test

S. No. Name of Test Minimum Period

Required for Testing

Minimum Qty of Sample

Required for One Test

Rate

(in Rs)

1 Dimension tolerance 2 Days 20 Nos. 450 each

2 Water Absorption 3 Days 5 Nos. 450

3 Compressive strength 6 Days 9 Nos. 900

4 Efflorescence 4 Days 5 Nos. 450

5 Visual Examination 2 Days 6 Nos. 450

6 Complete test of Bricks 6 Days 9 Nos. 2700

Fly Ash Test

1 Fineness by Blain Air

permeability 3 Days 5 Kg 1300

2 Gradation 3 Days 5 Kg 900

S.

No. Name of Test

Minimum Period

Required for

Testing

Minimum Qty of Sample

Required for One Test

Rate

(in Rs)

1

Compressive Strength 7 Days/ 28 Days

Set of 3 Cubes 1000 Cement Concrete Cubes

2

Concrete mix design including lab

Testing in normal conditions As per IS

CODE 14 Days/ 30

Days

1 bag Cement, 4 Bags

Aggregate, 2 Bags Sand

11000

14500 Concrete mix design including lab

Testing in normal conditions

3

Casting of C.C. cube and

determination of Compressive

Strength, Normal conditions (Without

Conveyance)

10 days at field Cement -1 Bag, Sand -1Bag

Agg. -1Bag

2000

Per age

4 Capping over C.C. Core including

Grinding 3 days per 450

5 Core Testing 3 days per 1000

6 Flexural strength (Conc. Beam) 3 days Per set 1500

Page 19: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS

(NABL Accredited Testing and Research Laboratories,Jabalpur ) RATE LIST, W.E.F. 01-JUN-2017

Bitumen / Asphalt Test S.

No. Name of Test

Minimum Period

Required for Testing

Minimum Qty of Sample

Required for One Test

Rate

(in Rs)

1 Specific Gravity 3 DAYS 1 Kg 450

2 Softening point 3 DAYS 1 Kg 550

3 Penetration Value 3 DAYS 500g 550

4 Kinematic Viscosity 3 DAYS 500g 900

5 Ductility 3 DAYS 2 Kg 800

6 Flash Point/Fire Point 3 DAYS 2 Kg 650

7

Job mix formula by

Marshal Stability Test

(a) B.M/ DBM /SDBC /BC

15 DAYS

2 full bag of each Aggregate

( 20mm, 13.2mm,11.2mm,

6.0mm) stone dust (5 kg.), filler

(5 Kg) Bitumen (5 kg.)

11000

8 Binder Contents 2 DAYS 5 Kg Bituminous Mix 1000

9 Sieve Analysis (Gradation) 2 DAYS 5 Kg 650

10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650

11 Marshal Stability Test

(Ex. Job Mix Formula ) 2 DAYS 3 Nos. 1800

12

Emulsion

a) Residue 2 DAYS 1 liter 1400

b) Viscosity 2 DAYS 1 liter 1800

13 Mastic Asphalt

(Binder content ,Gradation) 5 DAYS 3 NOS. 2250

STONE/MARBLE

S.

No. Name of Test

Minimum Period

Required for Testing

Minimum Qty of Sample

Required for One Test

Rate

(in Rs)

1 Water Absorption 3 Days 10 No. of Pcs. of Size

300 X 300 mm

550

2 Abrasion 3 Days 1000

3 Scratch Hardness 3 Days 3No. of Pcs. of Size 500 X

150 mm 750

4 Compressive Strength

Test of quarried Stone 3 Days 3 Nos. 4500

5 Petrography Test 15 Days 2 Nos. 5000

PAVER BLOCK 1 Water Absorption 3 Days 5 Nos. 550

2 Compressive Strength 2 Days 3 Nos. 1000

3 Abrasion Resistance 2 Days 3 Nos. 1150

4 Flexural Strength 2 Days 3 Nos. 550

ROCK TESTS

1 Specific Gravity 3 Days - 350

2 Water Absorption & Porocity 3 Days - 550

3 Unconfined Compressive

Strength 3 Days Without cutting & finishing 900

Page 20: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS

(NABL Accredited Testing and Research Laboratories,Jabalpur ) RATE LIST, W.E.F. 01-JUN-2017

Water Test

S.

No. Name of Test

Minimum Period

Required for Testing

Minimum Qty of Sample

Required for One Test

Rate

(in Rs)

1 PH Value 3 Days 1 Liter 550

2 TDS 3 Days 1 Liter 900

3 TSS 3 Days 1 Liter 750

4 Fecal Coli form 3 Days 1 Liter 550

5 COD 3 Days 1 Liter 550

6 BOD 5 Days 1 Liter 5000

7 Odour 2 Days 1 Liter 900

8 Colour 2 Days 1 Liter 1000

Cement Test S.

No. Name of Test

Minimum Period

Required for Testing

Minimum Qty of Sample

Required for One Test

Rate

(in Rs)

Physical tests

1 Fineness by Dry

Sieving test 3 Days 5 Kg 650

2 Fineness by Blain Air

Permeability 3 Days 5 Kg 1000

3 Consistency & Setting

time (Initial & Final ) 3 Days 5 Kg 800

4

Compressive Strength

of Cube

(3 cement cubes)

30 Days

Minimum 20 Kg /Full bag.

Properly sealed & Moisture

protected with Make & Batch

details

1500

5 Soundness (Le

chatterlier's test) 3 Days 2 Kg 1000

6 Soundness (Auto Clave

test) 3 Days 2 Kg 1500

7 Specific Gravity 3 Days 5 Kg 450

NDT TESTS

S. No. Name of Test

Minimum Period

Required for

Testing

Minimum Qty of

Sample Required for

One Test

Rate

(in Rs)

1 (a) Rebound Hammer test (NDT)

minimum 5 points - -

1500 per

point

1 (b) Rebound Hammer test (NDT)

Above 5 points upto 15 points - - 900 Per Point

1 (c) Rebound Hammer test

(NDT)Above 15 points - - 800 Per Point

SAMPLING

1 Collection of samples from Field

1 Collection of samples from Field

1200 each

Page 21: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS

(NABL Accredited Testing and Research Laboratories,Jabalpur ) RATE LIST, W.E.F. 01-JUN-2017

FIELD TESTS

HOLLOW CONCRETE S.

No. Name of Test

Minimum Period

Required for Testing

Minimum Qty of Sample

Required for One Test

Rate

(in Rs)

1 PH value

5 Days 1 Ltr.

750

2 Sulphates as Sulphur

trioxide mg/lt 900

3 Chloride as cl mg/lt 900

ADMIXURE 1 Ash Content

5 Days 1/2 ltr. 2250 2 Dry Material Content

3 Relative Density

4 P.H

1

Field density testing

by sand replacement

method(min. 3 pts.)

1

Field density testing by sand

replacement method

(minimum 3 pts.)

950 each

2 Slump test

(without conveyance) 2

Slump test(without

conveyance ) 350

3

Core Cutting by

Diamond

core Cutter

a) In Bitumen

( Flexible Pavement)

Minimum -3 1200 per

core (Min.

Rs 5000 )

b) In Concrete

( Rigid Pavement)

Minimum -3 1400 per

core (Min.

Rs 5000 )

4

Degree of compaction

(5 Cores) Core Cutter

Method

- - 2200

5

Degree of compaction

(1 point) Sand

Replacement Method

(Without Lab

Conveyance )

3 Days - 1000

6 Standard Penetration

Test

1 Days Without conveyance 18000

Page 22: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 23: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 24: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 25: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 26: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 27: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 28: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS
Page 29: rkcc.inrkcc.in/allimages/920096-RKCC NABL LAB INTRODUCTION.pdf · 10 Striping Value 2 DAYS 2 Kg Aggregate + Bitumen 1Kg 650 11 Marshal Stability Test (Ex. Job Mix Formula ) 2 DAYS

Thank You