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QUOTATION DOCUMENT FOR DETAILED SOIL INVESTIGATION WORKS FOR THE CONSTRUCTION ANDCOMPLETION OF PROPOSED JALAN PENKALAN REJAB, BONG ABAI/TELAHAT, MERITAM, LIMBANG,

Item Description Quantities Unit Rate (RM) Amount (RM)2 FIELD INVESTIGATION

2.1 Mobilisation / Demobilisation

2.1.1 Mobilisation of men, materials and all equipment to sitefor the timely execution and completion of the workswithin the stated time schedule including sitetransportation facilities and demobilisation uponcompletion of said works, including set up on firstdrilling position

Lump Sum 12,000.00

2.2 Boring

2.2 .1 Moving, drilling rig plant, equipment, personnel, etc.from one borehole position to next borehole position asshown in the drawings (either on land or on water).

7 NOS 1,500.00 10,500.00

2.2.2 Boring cased or uncased, through soil using wash-boringor other approved technique :-

a) From existing ground level to a depth not exceeding 10m

80 M 25.00 2,000.00

b) From a depth exceeding 10 m to a depth not exceeding20 m

80 M 25.00 2,000.00

c) To depth exceeding 20 m to a depth not exceeding 30m 80 M 30.00 2,400.00

d) To depth exceeding 30m 150 M 35.00 5,250.00

2.2.3 Extra over Item 2.2.2 (a) to (c) inclusive of diamondcore of minimum dia. (50mm)

40 M 140.00 5,600.00

2.3 Augering, Trial Pit, Mackinstosh Probing.

2.3.1 Carry out hand auger boring including soilidentification , provision of disturbed samples andsubmission of fieldlogs, depth from natural ground levelor bottom of trial pit generally not exceeding 7.5 m.

10 NOS 120.00 1,200.00

2.3 .2 Carrying out mackintosh probing as per specificationdepth from natural ground or water level generally notexceeding 15 m including submission of field records.

34 NOS 75.00 2,550.00

2.3.3 Excavate trial pits (2m x 2m x2m deep) and obtain bulk samples.

6 NOS 250.00 1,500.00

TOTAL OF BILL NO.2 TO SUMMARY OF BILL OF QUANTITIES 45,000.00

252221971.xls.ms_office - Rev1 BQ - 2

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QUOTATION DOCUMENT FOR DETAILED SOIL INVESTIGATION WORKS FOR THE CONSTRUCTION ANDCOMPLETION OF PROPOSED JALAN PENKALAN REJAB, BONG ABAI/TELAHAT, MERITAM, LIMBANG,

Item Description Quantities Unit Rate (RM) Amount (RM)3 Sampling and Field Testing

3.1 Carry out Standard Penetration Test, including the provision of disturbed samples in the borehole at 1.5 m

interval :-

a) At a depth between existing ground level and a depth notexceeding 10 m at 1.5 m interval.

48 NOS 20.00 960.00

b) At a depth between 10 m and a depth not exceeding 20m at 1.5 m interval.

56 NOS 20.00 1,120.00

c) To depth exceeding 20m and to a depth not exceeding30m at 1.5m interval.

56 NOS 25.00 1,400.00

d) To depth exceeding 30m 112 NOS 30.00 3,360.00

3.2 Obtain undisturbed samples with Tube Samples or asrequired thick wall drive sample :-

a) At a depth between existing ground level and a depth notexceeding 10 m.

24 NOS 18.00 432.00

b) At a depth between 10 m and a depth not exceeding 20m.

24 NOS 20.00 480.00

3.3 Collect 1 litre of representative ground water sample inwater-tightclean container from a borehole.

8 NOS 20.00 160.00

3.4 Carry out insitu Vane Shear Test without borehole onsoft ground to depth not exceeding 15m (Push in Type)

16 NOS 180.00 2,880.00

TOTAL OF BILL NO.3 TO SUMMARY OF BILL OF QUANTITIES 10,792.00

252221971.xls.ms_office - Rev1 BQ - 3

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QUOTATION DOCUMENT FOR DETAILED SOIL INVESTIGATION WORKS FOR THE CONSTRUCTION ANDCOMPLETION OF PROPOSED JALAN PENKALAN REJAB, BONG ABAI/TELAHAT, MERITAM, LIMBANG,

Item Description Quantities Unit Rate (RM) Amount (RM)4 Laboratory Testing

4.1 Classification Tests

4.1.1 Visual examination 240 Nos 10.00 2,400.00

4.1.2 Moisture content 150 Nos 8.00 1,200.00

4.1.3 Liquid limit 60 Nos 20.00 1,200.00

4.1.4 Plastic limit 60 Nos 15.00 900.00

4.1.5 Specific gravity 30 Nos 18.00 540.00

4.1 .6 Particle size distribution for fine-grained soils (sieveanalysis)

30 Nos 25.00 750.00

4.1.7 Particle size distribution for fine-grained soils(hydrometer)

30 Nos 40.00 1,200.00

4.2 Soil Strength Tests

4.2.1 Unconsolidated undrained triaxial compression without pore-water measurement involving at least 3 specimentsto obtain cohesive value and friction angle.

24 Nos 130.00 3,120.00

4.2.2 Consolidated undrained triaxial compression test with pore water pressure measurement in accordance with themethod recommended by Bishop and Henkel. At least 3speciments are required to obtain the cohesion value andfriction angles.

5 Rate 800.00

4,000.00

4.2.3 One-dimensional consolidation 24 Nos 180.00 4,320.00

4.2.4 Compaction tests 4 Nos 300.00 1,200.00

4.2.5 CBR Test 4 Nos 350.00 1,400.00

4.2.6 To carry out Point Load Test for rock sample at 1m c/c 50 Nos 100.00 5,000.00

SUB-TOTAL (C/F) 27,230.00

252221971.xls.ms_office - Rev1 BQ - 4

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QUOTATION DOCUMENT FOR DETAILED SOIL INVESTIGATION WORKS FOR THE CONSTRUCTION ANDCOMPLETION OF PROPOSED JALAN PENKALAN REJAB, BONG ABAI/TELAHAT, MERITAM, LIMBANG,

Item Description Quantities Unit Rate (RM) Amount (RM)5.0 Water Level Monitoring

5.1 Install standpipe in boreholes and carry out water levelmonitoring daily basis for a period of one (1) month.

8 Rate 500.00 4,000.00

TOTAL OF BILL NO.5 TO SUMMARY OF BILL OF QUANTITIES 4,000.00

252221971.xls.ms_office - Rev1 BQ - 6

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REQUEST FOR QUOTATION FOR SOIL INVESTIGATION WORKS FOR ASTANA 132KV SUBSTATIONESTABLISHMENT, SEJINGKAT 132KV SUBSTATION EXTENSION AND 132KV UNDERGROUND CABLE

Item Description Quantities Unit Rate (RM) Amount (RM)

2 FIELD INVESTIGATION

2.1 Mobilisation / Demobilisation

2.1.1 Mobilisation of men, materials and all equipment to sitefor the timely execution and completion of the workswithin the stated time schedule including sitetransportation facilities and demobilisation uponcom letion of said works.

Lump Sum

2.1.2 Eract staging over shallow water to support drilling Rigat all borehole location

Lump Sum

2.2 Boring

2.2.1 Moving, drilling rig plant, equipment, personnel, etc.from one borehole position to next borehole position as

shown in the drawings (either on land or on water).

5 NOS

2.2.2 Boring cased or uncased, through soil using wash-boringor other approved technique :-

a) From existing ground level to a depth not exceeding 10 60 M

b) From a depth exceeding 10 m to a depth not exceeding20 m

60 M

c) To depth exceeding 20 m to a depth not exceeding 30 m Rate Only

d) To depth exceeding 30 m Rate Only

2.3 Mackinstosh Probing.

2.3.2 Carrying out mackintosh probing at Astana SubstationSite and at 100m interval along the cable line route as

per specification depth from natural ground or water level generally not exceeding 15 m including submissionof field records.

113 NOS

2.3.3 Excavate trial pits (2m x 2m x 2m) and obtain bulk Rate only

TOTAL OF BILL NO.2 TO SUMMARY OF BILL OF QUANTITIES

PLS-120079(SI) BQ -8

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REQUEST FOR QUOTATION FOR SOIL INVESTIGATION WORKS FOR ASTANA 132KV SUBSTATIONESTABLISHMENT, SEJINGKAT 132KV SUBSTATION EXTENSION AND 132KV UNDERGROUND CABLE

Item Description Quantities Unit Rate (RM) Amount (RM)

3 Sampling and Field Testing

3.1 Carry out Standard Penetration Test, including the

provision of disturbed samples in the borehole at 1.5 minterval :-

a) At a depth between existing ground level and a depth notexceeding 10 m at 1.5 m interval.

36 NOS

b) At a depth between 10 m and a depth not exceeding 20m at 1.5 m interval.

30 NOS

c) To depth exceeding 20m and to a depth not exceeding30m at 1.5m interval

Rate Only

d) To depth exceeding 30m Rate Only

3.2 Obtain undisturbed samples with Tube Samples or asrequired thick wall drive sample :-

a) At a depth between existing ground level and a depth notexceeding 10 m.

12 NOS -

b) At a depth between 10 m and a depth not exceeding 20 12 NOS -

3.3 Collect 1 litre of representative ground water sample inwater-tightclean container from a borehole.

- Rate Only -

3.4 Carry out insitu Vane Shear Test without borehole onsoft ground to depth not exceeding 15m (Push in Type)

5 NOS -

TOTAL OF BILL NO.3 TO SUMMARY OF BILL OF QUANTITIES -

PLS-120079(SI) BQ -10

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REQUEST FOR QUOTATION FOR SOIL INVESTIGATION WORKS FOR ASTANA 132KV SUBSTATIONESTABLISHMENT, SEJINGKAT 132KV SUBSTATION EXTENSION AND 132KV UNDERGROUND CABLE

Item Description Quantities Unit Rate (RM) Amount (RM)

4.3 Chemical Test

(Sample shall be below water table and for bore-hores

only).

4.3.1 Total sulphate content 6 Nos

4.3.2 PH value 6 Nos

4.4 Final Reports

4.4.1 Provide final reports enclosing all field & laboratoryresults and recommendation for foundation design.

5 Copies

TOTAL OF BILL NO.4 TO SUMMARY OF BILL OF QUANTITIES -

PLS-120079(SI) BQ -12

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REQUEST FOR QUOTATION FOR SOIL INVESTIGATION WORKS FOR ASTANA 132KV SUBSTATIONESTABLISHMENT, SEJINGKAT 132KV SUBSTATION EXTENSION AND 132KV UNDERGROUND CABLE

Item Description Quantities Unit Rate (RM) Amount (RM)

5.0 Water Level Monitoring

5.1 Insta ll standpipe in boreholes and carry out water level

monitoring daily basis for a period of one (1) month.

Rate Only

TOTAL OF BILL NO.5 TO SUMMARY OF BILL OF QUANTITIES -

PLS-120079(SI) BQ -13

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QUOTATION DOCUMENT FOR DETAILED SOIL INVESTIGATION WORKS FORTHE CONSTRUCTION AND COMPLETION OF PROPOSED JALAN PENKALAN

REJAB, BONG ABAI/TELAHAT, MERITAM, LIMBANG, SARAWAK.

SUMMARY OF BILL OF QUANTITIES

Bill NO. DESCRIPTION PAGE CERTIFIEDAMOUNT

(RM)

1 Preliminaries BQ/1 25,000.00

2 Field Investigation BQ/2 45,000.00

3 Sampling and Field Testing BQ/3 10,792.00

4 Laboratory Testing BQ4-5 30,470.00

5 Water Level Monitoring BQ6 4,000.00

TOTAL AMOUNT 115,262.00

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BILL OF QUANTITIES

QUOTATION DOCUMENT FOR DETAILED SOIL INVESTIGATION WORKS FOR THE PROPOSED MEMBINA JALAN BARUKE LAPANGAN TERBANG LIMBANG, SARAWAK. (PHASE I)

Item Description Quantities Unit Rate(RM)

Amount(RM)

1 Preliminaries

1.1 Allow for compliance with the terms of thePreliminaries, General Conditions of Contract,Specification and Preambles to the Bills of Quantities.

LumpSum

4,750.00

1.2 Survey and setting out of all the field testing location byan approved licensed surveyor

LumpSum

1,200.00

TOTAL OF BILL NO.1 TO SUMMARY OF BILL OF QUANTITIES

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BILL OF QUANTITIES

QUOTATION DOCUMENT FOR DETAILED SOIL INVESTIGATION WORKS FOR THE PROPOSED MEMBINA JALAN BARUKE LAPANGAN TERBANG LIMBANG, SARAWAK. (PHASE I)

Item Description Quantities Unit Rate(RM)

Amount(RM)

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BILL OF QUANTITIES

QUOTATION DOCUMENT FOR DETAILED SOIL INVESTIGATION WORKS FOR THE PROPOSED MEMBINA JALAN BARUKE LAPANGAN TERBANG LIMBANG, SARAWAK. (PHASE I)

Item Description Quantities Unit Rate(RM)

Amount(RM)

2 FIELD INVESTIGATION

2.1 Mobilisation / Demobilisation

2.1.1 Mobilisation of men, materials and all equipment to sitefor the timely execution and completion of the workswithin the stated time schedule including sitetransportation facilities and demobilisation uponcompletion of said works.

LumpSum

7,500.00

2.2 Boring

2.2.1 Moving, drilling rig plant, equipment, personnel, etc.

from one borehole position to next borehole position asshown in the drawings (either on land or on water).

NOS ####### -

2.2.2 Boring cased or uncased, through soil using wash-boringor other approved technique :-

a) From existing ground level to a depth not exceeding 10m

M 41.40 -

b) From a depth exceeding 10 m to a depth not exceeding20 m

M 46.80 -

c) To depth exceeding 20 m M 54.00 -

2.2.3 Extra over Item 2.2.2 (a) to (c) inclusive of diamondcore of minimum dia. (50mm)

M 162.00 -

2.3 Augering, Trial Pit, Mackinstosh Probing.

2.3.1 Carry out hand auger boring including soil identification, provision of disturbed samples and submission of fieldlogs, depth from natural ground level or bottom of trial pit generally not exceeding 7.5 m.

Rate only 337.50 -

2.3.2 Carrying out mackintosh probing as per specificationdepth from natural ground or water level generally notexceeding 15 m including submission of field records.

NOS 75.00 -

2.3.3 Excavate trial pits (2m x 2m x2m deep) and obtain bulk samples.

NOS 630.00 -

TOTAL OF BILL NO.2 TO SUMMARY OF BILL OF QUANTITIES

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BILL OF QUANTITIES

QUOTATION DOCUMENT FOR DETAILED SOIL INVESTIGATION WORKS FOR THE PROPOSED MEMBINA JALAN BARUKE LAPANGAN TERBANG LIMBANG, SARAWAK. (PHASE I)

Item Description Quantities Unit Rate(RM)

Amount(RM)

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BILL OF QUANTITIES

QUOTATION DOCUMENT FOR DETAILED SOIL INVESTIGATION WORKS FOR THE PROPOSED MEMBINA JALAN BARUKE LAPANGAN TERBANG LIMBANG, SARAWAK. (PHASE I)

Item Description Quantities Unit Rate(RM)

Amount(RM)

3 Sampling and Field Testing

3.1 Carry out Standard Penetration Test, including the provision of disturbed samples in the borehole at 1.5 minterval :-

a) At a depth between existing ground level and a depth notexceeding 10 m at 1.5 m interval.

NOS 66.00 -

b) At a depth between 10 m and a depth not exceeding 20m at 1.5 m interval.

NOS 70.00 -

c) To depth exceeding 20m NOS 80.00 -

3.2 Obtain undisturbed samples with Tube Samples or asrequired thick wall drive sample :-

a) At a depth between existing ground level and a depth notexceeding 10 m.

NOS 45.00 -

b) At a depth between 10 m and a depth not exceeding 20

m.

NOS 50.00 -

3.3 Collect 1 litre of representative ground water sample inwater-tightclean container from a borehole.

Rate 56.00

3.4 Carry out insitu Vane Shear Test without borehole onsoft ground to depth not exceeding 15m (Push in Type)

Rate 120.00

TOTAL OF BILL NO.3 TO SUMMARY OF BILL OF QUANTITIES

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BILL OF QUANTITIES

QUOTATION DOCUMENT FOR DETAILED SOIL INVESTIGATION WORKS FOR THE PROPOSED MEMBINA JALAN BARUKE LAPANGAN TERBANG LIMBANG, SARAWAK. (PHASE I)

Item Description Quantities Unit Rate(RM)

Amount(RM)

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BILL OF QUANTITIES

QUOTATION DOCUMENT FOR DETAILED SOIL INVESTIGATION WORKS FOR THE PROPOSED MEMBINA JALAN BARUKE LAPANGAN TERBANG LIMBANG, SARAWAK. (PHASE I)

Item Description Quantities Unit Rate(RM)

Amount(RM)

4.3 Chemical Test

(Sample shall be below water table and for bore-horesonly).

4.3.1 Total sulphate content Nos 65.00 -

4.3.2 PH value Nos 22.00 -

4.4 Final Reports

4.4.1 Provide final reports enclosing all field & laboratoryresults and recommendation for foundation design.

Copies 300.00 -

TOTAL OF BILL NO.4 TO SUMMARY OF BILL OF QUANTITIES

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QUOTATION DOCUMENT FOR DETAILED SOIL INVESTIGATION WORKS FOR THE PROPOSED MEMBINA JALAN BARUKE LAPANGAN TERBANG LIMBANG, SARAWAK. (PHASE I)

Item Description Quantities Unit Rate(RM)

Amount(RM)

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QUOTATION DOCUMENT FOR DETAILED SOIL INVESTIGATION WORKS FOR THE PROPOSED MEMBINA JALAN BARUKE LAPANGAN TERBANG LIMBANG, SARAWAK. (PHASE I)

Item Description Quantities Unit Rate(RM)

Amount(RM)