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Administration Manual - B.E.S.T. Undertaking.

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2.8.2 (i)<br />

565<br />

Foundation concrete is measured in the unit of cubic meters which<br />

are (not less than) the exact dimensions as specified in the drawing.<br />

(ii) Footings, columns, beams lintels etc. are measured in cubic meters.<br />

(iii) Slabs and Chajja are measured in square meters.<br />

(iv) Parapet Wall, Apron Wall and Drop Wall from Chajja are measured<br />

for cubic contents.<br />

(v) Projections of 15 cms. or less in breadth and thickness are<br />

considered as band and measured in cubic meters. Deductions are<br />

to be made for grooves and no extra payment is made for forming<br />

such grooves.<br />

(vi) Staircase is measured in cubic metres comprising of steps and soffit<br />

slab. Landing and land beams are paid separately under slab and<br />

beam measurements.<br />

2.9 MILD STEEL REINFORCEMENT:<br />

Mild Steel is paid for on standard weight basis for the steel actually<br />

placed in position Wastage, spacers required and binding wire are not<br />

measured and included for payment. Each and every bar is checked for<br />

the size specified in the drawing and measured in running metres. The<br />

weight of steel is arrived at by calculations based on the following<br />

standard weights.<br />

2.10 BRICK MASONRY:<br />

6 mm 0.22 Kg. per mtr.<br />

10 mm 0.62 Kg. per mtr.<br />

12 mm 0.89 Kg. per mtr.<br />

16 mm 1.58 Kg. per mtr.<br />

20 mm 2.47 Kg. per mtr.<br />

22 mm 2.93 Kg. per mtr.<br />

25 mm 3.85 Kg. per mtr.<br />

In respect of construction of brick masonry two modes of measurements<br />

are involved for purpose of payment.

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