Class L – Pipework: Supports and Protection, Ancillaries to Laying and Excavation

1. Scope

  • Class L covers all ancillary works required during pipe-laying and pipe excavation, including:
    • Pipe supports (when not included in Class K structural supports).
    • Pipe protection (encasement, wrapping, coating, sleeving, corrosion protection).
    • Bedding, surround, haunching, and backfilling of pipes.
    • Temporary works for excavation (shoring, timbering, trench boxes).
    • Dewatering and maintaining dry conditions in pipe trenches.
    • Extraordinary ancillaries such as crossings (roads, railways, rivers).

👉 In simple terms:

  • Class I = Pipes
  • Class J = Fittings & Valves
  • Class K = Manholes & chambers
  • Class L = The “everything around the pipe trench” – bedding, protection, supports, shoring, dewatering, etc.

2. General Principles

  • Unit of measurement:
    • Bedding, surround, haunching → m (measured along the length of pipeline).
    • Wrapping / Coating / Sleeving → m or , depending on specification.
    • Concrete encasement → .
    • Shoring / timbering → m² of surface supported.
    • Dewatering → sum (lump sum) or litres / m³ if specified in contract.
  • Rates include:
    • Labour, materials, placing, removal (for temporary works).
    • Protection of adjoining services.
    • Maintaining stability of excavation until permanent works are in place.

3. Sub-classifications

L1 – Bedding and Surround to Pipes

  • Material placed below, around, and above pipes to ensure stability and prevent damage.
  • Types:
    • Sand / granular bedding.
    • Haunching (side support).
    • Surround (encasing with sand, gravel, concrete).
  • Measurement: per metre (m) of pipe length, classified by pipe size and type of bedding/surround.

L2 – Encasement, Wrapping, Coating, Sleeving

  • Concrete encasement → for high load conditions (under roads, railways).
  • Protective wrapping/coating → bituminous, epoxy, polyethylene, coal tar.
  • Sleeving → placing pipe inside casing pipe (usually steel or HDPE).
  • Cathodic protection may also be listed under this section.

Measurement:

  • Encasement → of concrete.
  • Wrapping/coating → m (length of pipe protected).
  • Sleeving → m (length of carrier pipe in casing).

L3 – Shoring, Timbering, and Trench Supports

  • Temporary supports to keep trench walls stable during excavation/pipe-laying.
  • Types:
    • Timbering, steel sheeting, trench boxes, hydraulic shoring.
  • Measurement: per m² of vertical face supported, classified by depth.
  • Removal after backfilling included in rate.

L4 – Dewatering and Ancillaries

  • Includes pumping, well points, or other methods to maintain dry working conditions.
  • Can also include trench sumps and drainage channels.
  • Measurement:
    • Normally lump sum (sum) for whole pipeline section.
    • Sometimes per cubic metre of water removed (if specified).

L5 – Special Crossings and Protection Works

  • Road, railway, canal, or river crossings requiring extra protection.
  • Concrete slabs, casing pipes, culverts, or duct crossings.
  • Measurement: per metre (m) length of pipe crossing or per number (No.) if specified.

4. Measurement Rules

  • Pipe bedding & surround → measured separately from excavation (Class E).
  • Encasement → measured by volume (m³), classified by concrete grade.
  • Shoring/timbering → measured by area (m²) of trench face supported.
  • Dewatering → measured by lump sum (sum) unless specified otherwise.
  • Crossings → measured separately with detailed description.

5. Examples of BOQ Items (Class L)

  1. Sand bedding and haunching for 200 mm dia DI pipe, thickness 150 mm below and 300 mm above crown – m.
  2. Granular bedding for 400 mm dia RCC NP3 pipe, thickness 100 mm, with side haunching – m.
  3. Concrete encasement, M20 grade, for 300 mm dia DI pipe, 100 mm all around – m³.
  4. Bituminous wrapping to 150 mm dia MS pipe, two coats, incl. surface preparation – m.
  5. PE sleeve (250 mm dia HDPE casing) for 150 mm dia DI pipe crossing road – m.
  6. Timbering to trench sides, depth exceeding 3.0 m but not exceeding 4.5 m, incl. fixing and removal – m².
  7. Steel trench box support for trench depth 2.0–3.0 m – m².
  8. Dewatering by pumping, complete for pipeline section between chainage 0.0–200.0 m – Sum.
  9. Concrete slab protection to 200 mm dia pipe crossing under road, 150 mm thick RCC M25 – m².

In summary:

  • Class L is all about support, protection, and temporary works around pipelines.
  • It ensures safety of workers, durability of pipes, and protection under special conditions.
  • Measurements are mixed (m, m², m³, No., or Sum) depending on the work type

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