8826/TOKEN-06/2026-27

Surface excavation n exc 30cm deep and averaging 15cm deep and getting out in any type of hard/dense soil.

Add to (or deduct) item No. 01 here in before for every 3cm or part thereof above or below 15cm avg depth in any type of hard/dense soil.

Excavation in trenches n exc 1.50 m wide and n exc 1.50 m in depth for fdn and getting out in any type of hard/dense soil.

Excavation in trenches n exc 1.50 m wide and n exc 3.00m in depth for fdn and getting out in any type of hard/dense soil.

Reinforced concrete pipes 300mm bore , class NP2, laid and jointed complete with collarsin trenches.

Ditoo- but 450 mm bore pipes.

Demolition of brickwork masonry built in cement mortar including all quoins arches, pillars etc but excluding ashlar facings, dressed stone work and precast concrete articles.

Demolition concrete of any description and in any position not other wise described provided for.

M&L for PCC (1:4:8) type D-2 using 40mm graded stone aggregate in fdn filling and mass concrete.

M&L for PCC 1:2:4 type B-2 (using 40mm graded stone aggregate) as in bed drain.