Class B – Ground Investigation (CESMM4)

Ground investigation items are included in the BOQ to cover the exploration, sampling, testing, and reporting of subsurface conditions before or during construction.

This class ensures that the contractor accounts for all activities related to site geotechnical study so that the Employer and Engineer have reliable soil/rock data.


1. Purpose of Ground Investigation Items

  • To determine soil and rock properties for design and construction.
  • To evaluate bearing capacity, groundwater conditions, and soil stratification.
  • To provide standardized measurement rules so all tenders are comparable.
  • To separate site investigation costs from construction works.

2. Subdivision of Ground Investigation (as per CESMM4)

Ground Investigation is generally divided into:

B1. Trial Pits

  • Hand-dug or machine-dug pits to inspect soil layers.
  • Depth usually up to 3–5 m.
  • Used for visual inspection, sampling, groundwater observation.
  • Measurement unit: m³ of excavation or Each (No.) pit.

B2. Boreholes

  • Vertical drilling for soil/rock sampling.
  • Methods: auger, rotary, percussion, wash boring.
  • Cased/un-cased boreholes measured separately.
  • Measurement unit: Linear metre (m) depth drilled.

B3. In-situ Tests

Performed inside boreholes or trial pits. Examples:

  • SPT (Standard Penetration Test) – blow counts for soil resistance.
  • DCPT (Dynamic Cone Penetration Test).
  • Vane Shear Test – for soft clays.
  • Pressuremeter Test.
  • Permeability Test (falling head, pumping).
  • Measurement unit: Each (No.) test.

B4. Sampling

  • Disturbed Samples – collected by auger/spade, not intact.
  • Undisturbed Samples – thin-walled tubes (Shelby tube, piston sampler).
  • Rock Cores – extracted using core barrels.
  • Measurement unit: Each (No.) sample or m length of core.

B5. Laboratory Testing

  • Soil: grain size analysis, Atterberg limits, compaction, triaxial, CBR, consolidation.
  • Rock: UCS (Unconfined Compressive Strength), water absorption, point load test.
  • Chemical: sulphates, chlorides, organic content.
  • Measurement unit: Each (No.) test.

B6. Groundwater Observations

  • Standpipes, piezometers, water table recording.
  • Pumping tests for aquifer properties.
  • Measurement unit: Each (No.) installation or per test.

B7. Reporting

  • Preparation of factual/geotechnical reports.
  • Logs, charts, lab results, interpretations.
  • Usually measured as Lump Sum (LS).

3. Measurement Rules (CESMM4 Principles)

  • Borehole depth is measured from ground level to final depth.
  • Casing is measured separately.
  • Sampling is recorded separately from drilling.
  • Tests are measured by type and frequency.
  • Reporting is always lump sum unless specified.

4. Example BOQ for Class B

Item No.DescriptionUnitQuantityRateAmount
B1.1Excavation of trial pits up to 3.0 m depth including backfillingNo.6
B2.1Rotary drilling of boreholes up to 20 m depth, uncasedm120
B2.2Supply and installation of casing for boreholesm50
B3.1Standard Penetration Tests (SPT) at 1.5 m intervalsNo.40
B4.1Collection of undisturbed soil samples (100 mm diameter)No.20
B4.2Rock core recovery (NX size)m30
B5.1Laboratory grain size distribution testsNo.15
B5.2Laboratory triaxial tests on soil samplesNo.6
B6.1Installation of standpipe piezometersNo.5
B7.1Preparation of factual geotechnical investigation reportLS1

5. Site Example

👉 Suppose you are constructing a highway bridge foundation:

  • Trial pits help to inspect near-surface soils.
  • Boreholes give deep strata details (say 20 m depth).
  • SPT tests confirm bearing strata.
  • Undisturbed samples taken for lab CBR tests.
  • Piezometers measure seasonal groundwater fluctuations.
  • A final report is issued for foundation design.

In short:
Class B (Ground Investigation) in CESMM4 provides a structured way to measure all geotechnical investigation works including pits, boreholes, sampling, in-situ & lab testing, groundwater monitoring, and reporting.

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