F/5
Kerja-Kerja Penyiasatan Tanah Bagi Rekabentuk Terperinci Bagi Kolam Takungan
F/6
Kerja-Kerja Penyiasatan Tanah Bagi Rekabentuk Terperinci Bagi Kolam Takungan Bluewater, Seri Kembangan
BILL OF QUANTITIES BILL NO. 3: IN-SITU TESTS (PART 9 : BS 1377 : 1990)
ITEM
NO. DESCRIPTION UNIT QTY RATE
RM AMOUNT RM
3.5 Undisturbed Samples With Thick Wall Tube
Obtain and recover 75mm diameter undisturbed samples with thick wall tube or depth from existing ground level to
3.5.1 Depth from existing ground level to not exceeding
(n.e.) 10m m Rate Only
3.5.2 Ditto-exceeding 10m but n.e. 20m m Rate Only
3.5.3 Ditto-exceeding 20m but n.e. 30m m Rate Only
3.5.4 Ditto-exceeding 30m but n.e. 40m m Rate Only
3.5.5 Ditto-exceeding 40m but n.e. 50m m Rate Only
3.6.6 Ditto-exceeding 50m but n.e. 60m m Rate Only
3.6 Mazier Sampling
Carry out rotary core drilling using triple tube core barrel with retractable shoe to obtain and recover minimum 72mm diameter undisturbed core sample of recovery not less than 60cm long in detachable liner, depth from ground level to
3.6.1 Depth from existing ground level to not exceeding
(n.e.) 20m m Rate Only
3.6.2 Ditto-exceeding 20m but n.e. 40m m 2
3.6.3 Ditto-exceeding 40m but n.e. 60m m Rate Only
Total for Bill No. 3 Carried to General Summary
Kerja-Kerja Penyiasatan Tanah Bagi Rekabentuk Terperinci Bagi Kolam Takungan Bluewater, Seri Kembangan
BILL OF QUANTITIES BILL NO. 3: IN-SITU TESTS (PART 9 : BS 1377 : 1990)
ITEM
NO. DESCRIPTION UNIT QTY
RATE RM
AMOUNT RM
3.7 Mackintosh Probe
3.7.1 Setting out of location by licensed surveyor, setting up, dismantling and moving the equipment to the next location.
nos 7
3.7.2 Carry out Mackintosh Probe tests as per
specification m 105
Total for Bill No. 3 Carried to General Summary
F/7
F/8
Kerja-Kerja Penyiasatan Tanah Bagi Rekabentuk Terperinci Bagi Kolam Takungan Bluewater, Seri Kembangan
BILL OF QUANTITIES BILL NO. 4: STANDPIPE
ITEM
NO. DESCRIPTION UNIT QTY
RATE RM
AMOUNT RM
Proposed subcontractor, specifications, catalogs or brochures
of instrumentations shall be submitted for Engineer's review and approval prior to installation.
4.1 Standpipe / Standpipe Piezometer
4.1.1 Provide and install perforated plastic pipe wrapped with filter
fabric in borehole, including coarse sand filter.
m 12
4.1.2 Provide and install lockable steel protection casing from ground level to depth required including cement mortar and bentonite pellets for all standpipe / inclinometer. A set of keys
shall be provided to the Engineer.
No 2
4.2 In-Situ Permeability Tests
4.2.1 Set up, prepare equipment and carry out variable head/constant head permeability tests in borehole for duration not exceeding one (1) hour.
No 2
4.2.2 Extra over Item 3.3.1 for carrying out permeability test exceeding one (1) hour but not exceeding two (2) hours.
No 1
4.3 Monitoring Trips
4.3.1 Extra trip to site, after completion of field work, to take set of
readings from all instrumentations.
Trip 8
Total for Bill No. 4 Carried to General Summary
Kerja-Kerja Penyiasatan Tanah Bagi Rekabentuk Terperinci Bagi Kolam Takungan Bluewater, Seri Kembangan
BILL OF QUANTITIES BILL NO. 5: LABORATORY TESTING
ITEM
NO. DESCRIPTION UNIT QTY
RATE RM
AMOUNT RM
5.1 Classification Tests
( As per B.S 1377: Part 2: 1990)
5.1.1 Carry out classification tests:
5.1.2 Moisture content (Method 3.2) No 3
5.1.3 Liquid Limit (Method 4.3) No 20
5.1.4 Plastic Limit (Method 4.3) No 20
5.1.5 Plasticity Index (Method 5.3) No 20
5.1.6 Specific Gravity (Method 8.2 or 8.4) No 3
5.1.7 Bulk & Dry Density (Method 7.2 or 7.3) No 3
5.1.8 Particle Size Distribution for course grained
soil (Method 9.2) No 20
5.1.9 Particle Size Distribution for fine-grained soil
(Method 9.5) No 20
Total for Bill No. 5 Carried to General Summary
F/9
F/10
Kerja-Kerja Penyiasatan Tanah Bagi Rekabentuk Terperinci Bagi Kolam Takungan Bluewater, Seri Kembangan
BILL OF QUANTITIES BILL NO. 5: LABORATORY TESTING
ITEM
NO. DESCRIPTION UNIT QTY RATE
RM AMOUNT RM
5.2 Soil Strength /Consolidaton Test
5.2.1 Unconsolidated Undrained Triaxial Test (U.U.) on a set of 3 specimens and submission of digital photographs of the undisturbed samples before and after shearing, computer files on stress path data and other relevant test data
5.2.1.1 Ditto - 70mm dia. samples No 2
5.2.1.2 Unconfined compression strength (Method 8) or
ASTM. D2 166-66 (1972) No Rate Only
5.2.2 One-Dimensional Consolidation Test (consisting of 1 set of bulk density, particle size distribution and Atterberg Limit tests to be carried out on the specimen after test, 1 set of moisture
content tests to be carried out on soil immediately adjacent the soil specimen and submission of all test data).
No 2
5.2.1 Extra over Item 4.2.3 for extra days for determining
secondary compression. Day Rate Only
5.2.3 Uniaxial Compression Test on Rock
5.2.3.1 UCT without measurement of Poisson Ratio and
Elastic Modulus. No 3
5.2.3.2 UCT with measurement of Poisson Ratio and Elastic
Modulus. No Rate Only
5.2.4 Carry out Point Load Test on Rock No 3
5.2.5 Consolidated Undrained Triaxial test (C.I.U.) with pore pressure measurement and volume change
measurements on a set of 3 specimens which consist of three sets of bulk density, particle size distribution and Atterberg Limit tests to be carried out on the soil specimens after the tests, 2 sets of moisture content tests to be carried out on soil immediately adjacent the soil specimen and submission of digital
photographs of the undisturbed samples before and after shearing, computer files on stress path data and other relevant tests data.
5.2.5.1 Ditto - 70mm dia. samples Set 3
5.2.6 Consolidated Drained Direct Shear Box Test on a set
of 3 compacted specimens (60mm x 60mm). Set 6
Total for Bill No. 5 Carried to General Summary
Kerja-Kerja Penyiasatan Tanah Bagi Rekabentuk Terperinci Bagi Kolam Takungan Bluewater, Seri Kembangan
BILL OF QUANTITIES BILL NO. 5: LABORATORY TESTING
ITEM
NO. DESCRIPTION UNIT QTY
RATE RM
AMOUNT RM
5.3 Soil Chemical Test
5.3.1 Soil Chemical Test (As per BS 1377: Part 3:1990)
5.3.1.1 Organic matter content (Method 3) No 3
5.3.1.2 Sulphate content of ground water or soil (Method 5) No 3
5.3.1.3 pH value (Method 9) No 3
5.3.1.4 Chloride content (Method 7) No 3
Total for Bill No. 5 Carried to General Summary
F/11