Page 33 - SMM2 eBOOK

F.3 Labours on concrete (cont'd)

4, Working concrete around pipes or cables of panel-heating systems shall be measured the
area of the system and given in square metres as extra-over the concrete work
concerned.

5. Hacking faces of concrete shall be given in square metres stating the purpose for which
the key is required.

6. Grinding, sand-blasting and similar treatments to the face of concrete shall each be given
separately in square metres. Such work required with margins of a different finish shall be
so described, giving in addition the total length of such area abutting margins. Such work
to soff ts shall be so described and where over 3.50m high shall be kept separate stating
the height in further stages of 1.50m.

7. For the formation of channels, chases, pockets and holes in unset concrete, see
Formwork section.

8. Channels and chases in concrete which are required to be cut shall be given in metres.

9. Mortices, pockets and holes in concrete which are required to be cut shali be enumerated
and described. Any subsequent grouting shall be inciUded in the description stating the
mix of grout unless measured elsewhere.

10. Making good in connection with channels, chases, mortices, pockets and holes where
required shall be given in the respective description.

F.7 Sundries

1. Grouting under steel stanchion bases and under steel gfillages shall be given separately
in square metres stating the mix of the grout and the number of bases or grillages.

2. Anchor bolts and other fixing devices shall be enumerated and described, stating where
cast into concrete. Temporary boxings or wedges to form holes or mortices shall be
enumerated. Any cutting of concrete and making good for the devices shall be given in
accordance with clauses F.6.9-10. The separate parts of any two part connecting devices
shall be given with the structural works to which they relate.

3. Guniting shall be given in square metres stating the thickness. The kind and quality of
materials, preparatory wofik and method of application and finish shall be so descfibed.

Reinforcement

F.8 Bar reinforcement

1. Particulans of the following shall be given:

a. Kind and quality of steel.
b. Section of bars if other than plain circular.
c. Tests of bars.
d. Restrictions of bending.

2. Bar reinforcement shall be given in kilogrammes or tonnes stating the diameters. Each
diameter shall be given separately.

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