SoilproLABquote_2017_7pages

October 29, 2017 | Author: Mohd Muzani Mustafa | Category: Materials, Chemistry, Nature
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S.I Quotation...

Description

QUOTATION

SOILPRO TECHNICAL SERVICES SDN BHD 16 Jalan TIB-1/17, Taman Industri Bolton, 68100 Batu Caves, Selangor, Malaysia. Tel: 603-6188 6975 Fax: 603-6185 5903 eMail: [email protected] Company No.: 380315-T URL: http://soilpro.com.my

To :

Member M0012

GST No.:

000669077504

2017 LABORATORY TESTING FEES QUOTATION No.: -

Effective from 1 April 2015, all Rates is subject to Goods and Services Tax (GST) of 6%

Terms

Royal Malaysia Customs Department website at www.gst.customs.gov.my

:

-

Validity: 1 Year Date

:

1/1/2017 .

Description

Item

1.0 1.1 1.1.1 1.1.2 1.2 1.2.1 1.2.2 1.2.3 1.2.4 1.3 1.4 1.5

Classification Tests Moisture Content Oven-drying method - Accredited Speedy moisture tester Liquid Limit (LL) Cone-four point method Cone-one point method Casagrande-four point method Casagrande-one point method Plastic Limit (PL) Plasticity Index (PI) – derivation Linear Shrinkage (LS)

1.6 1.6.1 1.6.2 1.6.3 1.6.4

Test Reference BS1377: 1990 - Part 2, Method 3.2

Unit

Quantity Rate (RM)

nr nr

5.00 20.00

BS1377: 1990 - Part 2, Method 4.3 - Part 2, 4.4 - Part 2, 4.5 - Part 2, 4.6 - Part 2, Method 5.3 - Part 2, 5.4 - Part 2, Method 6.5

set nr set nr nr nr nr

60.00 15.00 60.00 15.00 12.00 3.00 20.00

Bulk Density Linear measurement - Accredited Immersion in water Water displacement Dry Density (bulk & dry densities)

BS1377: 1990 - Part 2, Method 7.2 - Part 2, 7.3 - Part 2, 7.4 - Cl. 7.2.5 / 7.3.6 / 7.4.5

nr nr nr nr

20.00 50.00 50.00 25.00

1.7 1.7.1 1.7.2

Particle Density (specific gravity) Gas Jar Small pyknometer - Accredited

BS1377: 1990 - Part 2, Method 8.2 - Part 2, 8.3

nr nr

80.00 25.00

1.8 1.8.1 1.8.2 1.8.3 1.8.4

Mass-Volume Relationship Void ratio Submerged Unit Weight Unit Weight Porosity

nr nr nr nr

40.00 45.00 25.00 50.00

1.9 1.9.1 1.9.2 1.9.3

Particle Size Distribution Coarse grained - sieving Fine grained-hydrometer + sieving Fine grained-hydrometer, natural state

nr nr nr

20.00 65.00 150.00

1.10 1.11 1.12

Soil Classification Group Index - BS Logging UD samples and Photo Provide small record samples

nr nr nr

15.00 160.00 20.00

1.13 1.13.1 1.13.2 1.13.3 1.13.4 1.13.5

ASTM Soil Tests Casagrande-3 points LL, PL & PI Casagrande-1 point LL, PL & PI ASTM D 422-63 - Sieve Analysis ASTM D 422-63 - hydrometer Specific Gravity, volumetric flask 250ml

nr nr nr nr nr

270.00 180.00 100.00 150.00 100.00

ASTM D4944, 1998

BS1377: 1990 - Part 2, Method 9.2, 9.3 - Part 2, 9.2, 9.3, 9.5 - ditto - (Part 1, 7.4.5) BS5930:1999

ASTM D 4318, Method A ASTM D 4318, Method B ASTM D 422 ASTM D 422 ASTM D 854

Amount (RM)

TOTAL : SOILPRO TECHNICAL SERVICES SDN BHD

Dr Wong Kim Yuen, DBA (UniSA) Managing Director

SAMPLING PLAN AND PROCEDURE Soilpro do not conduct soil sampling. Customers delivering samples for test shall perform sampling according to the followings: 1. BS 5930: 2015, Clause 18 & 25, 2. MS 2038: 2006, Clause 4.3 & 4.4, or 3. Customers' sampling quality plan.

Page 1 of 7

QUOTATION

SOILPRO TECHNICAL SERVICES SDN BHD 16 Jalan TIB-1/17, Taman Industri Bolton, 68100 Batu Caves, Selangor, Malaysia. Tel: 603-6188 6975 Fax: 603-6185 5903 eMail: [email protected] Company No.: 380315-T URL: http://soilpro.com.my

To :

Member M0012

GST No.:

000669077504

2017 LABORATORY TESTING FEES QUOTATION No.: -

Effective from 1 April 2015, all Rates is subject to Goods and Services Tax (GST) of 6%

Terms

Royal Malaysia Customs Department website at www.gst.customs.gov.my

:

-

Validity: 1 Year Date

:

1/1/2017 .

Description

Item

2.0 2.1 2.1.1 2.1.2 2.1.3 2.1.4 2.1.5 2.1.6 2.1.7 2.1.8 2.1.9 2.1.10

Compaction-related Tests 2.5 kg Rammer - Accredited 2.1.1 to 2.1.4 1.0 Litre mould (upto medium gravel)-1 No. 2.3 Litre CBR mould (upto coarse gravel)-1 No. 1 Litre mould-5 No. (DD vs MC) 2.3 Litre CBR mould-5 No. (DD vs MC) CBR, unsoak-1 No. CBR, soak 4 days-1 No. CBR, top unsoak & bottom soak 4 days-1 No CBR, unsoak-5 No. CBR, soak 4 days-5 No. CBR, top unsoak & bottom soak 4 days-5 No

2.2 2.2.1 2.2.2 2.2.3 2.2.4 2.2.5 2.2.6 2.2.7 2.2.8 2.2.9 2.2.10 2.3 2.3.1 2.3.2 2.3.3 2.3.4 2.3.5 2.3.6 2.3.7

4.5 kg Rammer - Accredited 2.2.1 to 2.2.4 1.0 Litre mould (upto medium gravel)-1 No. 2.3 Litre CBR mould (upto coarse gravel)-1 No. 1 Litre mould-5 No. (DD vs MC) 2.3 Litre CBR mould-5 No. (DD vs MC) CBR, unsoak-1 No. CBR, soak 4 days-1 No. CBR, top unsoak & bottom soak 4 days-1 No CBR, unsoak-5 No. CBR, soak 4 days-5 No. CBR, top unsoak & bottom soak 4 days-5 No Maximum and Minimum Densities Maximum density of sands Maximum density of gravelly soils Minimum density of sands Minimum density of gravelly soils Bulk and dry density by linear measurement Density index (relative density) Vibrating hammer

3.0 3.1 3.1.1 3.1.2 3.1.3 3.1.4 3.1.5 3.2 3.2.1 3.2.2

Direct Shear Test Drained Shearbox - Accredited 3.2.1 to 3.2.4 (60x60)mm, 3 specimens (60x60)mm, 3 specimens- multi reversal (100x100)mm, 3 specimens (100x100)mm, 3 specimens - multi reversal (300x300)mm, 3 specimens - outsourced Drained Shearbox - Square & circular shape 60x60mm or Dia 60mm, 3 specimens 100x100mm or Dia 100mm, 3 specimens

Test Reference

Unit

Quantity Rate (RM)

- Part 4, Method 3.3 - Part 4, 3.4 - Part 4, 3.3 - Part 4, 3.4 - Part 4, Method 7.2 - Part 4, 7.3 - Part 4, 7.2 - Part 4, 7.3 -

nr nr set set nr nr nr set set set

60.00 70.00 300.00 350.00 80.00 100.00 90.00 400.00 450.00 500.00

BS1377: 1990 - Part 3, Method 3.5 - Part 4, 3.6 - Part 4, 3.5 - Part 4, 3.6 - Part 4, Method 7.2 - Part 4, 7.3 - Part 4, 7.2 - Part 4, 7.3 -

nr nr set set nr nr nr set set set

70.00 80.00 350.00 400.00 90.00 110.00 100.00 450.00 500.00 550.00

- Part 4, 4.2 - Part 4, 4.3 - Part 4, 4.4 - Part 4, 4.5 - Part 2, 3.2 & 7.2 - Part 4, 4.6 - Part 4, 3.7

nr nr nr nr nr set set

250.00 250.00 200.00 200.00 50.00 500.00 500.00

set set set set set

500.00 900.00 750.00 1,350.00 -

set set

600.00 850.00

Amount (RM)

BS1377: 1990

BS1377: 1990 - Part 7, Method 4 - Part 7, 4.5.5 - Part 7, 4 - Part 7, 4.5.5 - Part 7, 5 American Standard - ASTM D3080 - ASTM D3080

outsourced

TOTAL : SOILPRO TECHNICAL SERVICES SDN BHD

Dr Wong Kim Yuen, DBA (UniSA) Managing Director

SAMPLING PLAN AND PROCEDURE Soilpro do not conduct soil sampling. Customers delivering samples for test shall perform sampling according to the followings: 1. BS 5930: 2015, Clause 18 & 25, 2. MS 2038: 2006, Clause 4.3 & 4.4, or 3. Customers' sampling quality plan.

Page 2 of 7

QUOTATION

SOILPRO TECHNICAL SERVICES SDN BHD 16 Jalan TIB-1/17, Taman Industri Bolton, 68100 Batu Caves, Selangor, Malaysia. Tel: 603-6188 6975 Fax: 603-6185 5903 eMail: [email protected] Company No.: 380315-T URL: http://soilpro.com.my

To :

Member M0012

GST No.:

000669077504

2017 LABORATORY TESTING FEES QUOTATION No.: -

Effective from 1 April 2015, all Rates is subject to Goods and Services Tax (GST) of 6%

Description

Item

Validity:

1 Year

Date

1/1/2017

Terms

Royal Malaysia Customs Department website at www.gst.customs.gov.my

Test Reference

:

:

Unit

Quantity Rate (RM)

Amount (RM)

4.0 4.1 4.1.1 4.1.2 4.1.3 4.1.4 4.1.5 4.1.6

Total Stress Test Unconfined compression strength 38mm diameter, 1 specimen 50mm diameter, 1 specimen 70 / 72mm diameter, 1 specimen 38mm diameter, 2 to 3 specimens 50mm diameter, 2 to 3 specimens 70 / 72mm diameter, 2 to 3 specimens

BS1377: 1990 - Part 7, Method 7.2 - Part 7, 7.2 - Part 7, 7.2 - Part 7, 7.2 - Part 7, 7.2 - Part 7, 7.2

nr nr nr set set set

25.00 35.00 50.00 70.00 100.00 140.00

4.2 4.2.1 4.2.2 4.2.3 4.2.4 4.2.5 4.2.6

UU Triaxial without pwp 38mm diameter, 1 specimen 50mm diameter, 1 specimen 70 / 72mm diameter, 1 specimen 38mm diameter, 2 to 3 specimens 50mm diameter, 2 to 3 specimens 70 / 72mm diameter, 2 to 3 specimens

BS1377: 1990 - Part 7, Method 8.4 - Part 7, 8.4 - Part 7, 8.4 - Part 7, 8.4 - Part 7, 8.4 - Part 7, 8.4

nr nr nr set set set

30.00 50.00 70.00 90.00 150.00 210.00

5.0 5.1 5.1.1 5.1.2 5.1.3

Effective Stress Test - 3 machines per set UU Triaxial with pwp 38mm diameter, 2 to 3 specimens 50mm diameter, 2 to 3 specimens 70 / 72mm diameter, 2 to 3 specimens

set set set

600.00 800.00 1,000.00

5.2 5.2.1 5.2.2 5.2.3 5.2.4 5.2.5 5.2.6 5.2.7 NOTE

- Accredited CU Triaxial (up to 3 days) 38mm diameter, 1 specimen 50mm diameter, 1 specimen 70 / 72mm diameter, 1 specimen 38mm diameter, 2 to 3 specimens 50mm diameter, 2 to 3 specimens 70 / 72mm diameter, 2 to 3 specimens Additional days to Item 5.2 Example: Item 5.2.6 - for predominant CLAY

BS1377: 1990 - Part 8, Method 1~6 & 7 - Part 8, 1~6 & 7 - Part 8, 1~6 & 7 - Part 8, 1~6 & 7 - Part 8, 1~6 & 7 - Part 8, 1~6 & 7

nr nr nr set set set day set

200.00 300.00 400.00 550.00 850.00 1,100.00 300.00 4,700.00 Upto 15days/set

5.3 5.3.1 5.3.2 5.3.3 5.3.4 5.3.5 5.3.6 5.3.7 NOTE

CD Triaxial (up to 4 days) 38mm diameter, 1 specimen 50mm diameter, 1 specimen 70 / 72mm diameter, 1 specimen 38mm diameter, 2 to 3 specimens 50mm diameter, 2 to 3 specimens 70 / 72mm diameter, 2 to 3 specimens Additional days to Item 5.3 Example: Item 5.3.6 - for predominant CLAY

BS1377: 1990 - Part 8, Method 1~6 & 8 - Part 8, 1~6 & 8 - Part 8, 1~6 & 8 - Part 8, 1~6 & 8 - Part 8, 1~6 & 8 - Part 8, 1~6 & 8

nr nr nr set set set day set

300.00 450.00 550.00 850.00 1,300.00 1,600.00 300.00 4,900.00 Upto 15days/set

K.H.Head, Vol.3

Pro-rated if 0.5D Rock hardness by Rebound Hammer Rebound Number of hardened concrete Crushing Value Ten Percent Fines Impact Value Abrasion Value Polished Stone Value Flakiness Index Elongation Index Angularity Number Soundness Test Alkali Silica Reactivity Organic Impurities Rock density Rock specific gravity

12.0 12.1 12.2 12.3

Concrete Concrete core test, diameter 100mm Cut, trim and cap concrete core Concrete cube test

13.0 13.1

Effective/Apparent Viscosity Marsh funnel viscosity

14.0 14.1

Photograph Digital photo

Validity:

1 Year

Date

1/1/2017

Terms

Royal Malaysia Customs Department website at www.gst.customs.gov.my

Test Reference

:

Quantity Rate (RM)

Amount (RM)

nr nr nr nr nr nr nr nr

80.00 25.00 200.00 150.00 130.00 300.00 450.00 -

Outsourced

nr nr nr nr nr nr nr nr nr nr nr nr nr nr nr nr nr

100.00 130.00 50.00 50.00 100.00 80.00 150.00

BS1881:1983, 116

nr nr nr

130.00 40.00 7.00

ASTM D6910

nr

200.00

nr

10.00

BS812:1985, 103.1 BS812:1990, 109 ASTM C127, 2001 ASTM D6473, 1999 ASTM D2938, 2002 ASTM D3148, 2002 ASTM D3148, 2002 ASTM C295, 2003 ASTM D5371, 2002

ASTM D5873, 2000 ASTM C805, 2002 BS812:1990, 110 BS812:1990, 111 BS812:1990, 112 BS812:1990, 113 BS812:1989, 114 BS812:1989, 105.1 BS812:1990, 105.2 BS812:1975, Part1, 7.5 ASTM C88, 1999 ASTM C289, 2003 ASTM C40, 2004

BS1881:1983, 120

Unit

:

Outsourced Outsourced Outsourced Outsourced Outsourced Outsourced Outsourced Outsourced Outsourced Outsourced

TOTAL : SOILPRO TECHNICAL SERVICES SDN BHD

Dr Wong Kim Yuen, DBA (UniSA) Managing Director

SAMPLING PLAN AND PROCEDURE Soilpro do not conduct soil sampling. Customers delivering samples for test shall perform sampling according to the followings: 1. BS 5930: 2015, Clause 18 & 25, 2. MS 2038: 2006, Clause 4.3 & 4.4, or 3. Customers' sampling quality plan.

Page 7 of 7

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