1200 part x1974 1 27 measurement in stages work shall

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Unformatted text preview: +1974* 1. 2.7 Measurement in Stages - Work shall be measured under the following categories in convenient stages stating the height or depth. a) Below ground/datum b) Above ground/datum NOTE - Ground/datum line, and line. line shall be specified in each case. 2.8 Excavation and Earthwork - Method of measurement and earthwork for laying pipelines and other allied works in IS : 1200 ( Part I )-1974”. 2.9 Red, Benchings and Covering - Method benchings and covering shall be as given ( Part II )-1974t. for excavation shall be as given of measurement in similar item for beds, in IS: 1200 3. METHOD OF MEASUREMENT OF WATER LINES 3.1 Pipes shall be classified according to their diameter, length of each pipe, kind of material, the quality of pipe and the method of jointing, and shall be measured in running metres inclusive of all joints. The measurement shall be taken along the central line of the pipes and fittings or specials. All fittings or specials shall be enumerated separately as extra over the Cutting and jointing the pipes to such fittings or specials shall be pipes. deemed to be included with the item of fittings or specials. 3.1.1 Alternatively, pipes shall be classified according to their diameter, kind of material quality of the pipe and shall be measured in running The measurement shall be taken along the central line of the pipes metres. All joints, fittings or specials shall and in between the fittings or specials. be fully described and enumerated separately. Cutting of pipes for jointing to such fittings or specials shall be deemed to be included with the item of fittings or specials. *Method of measurement of building and civil engineering works: Part I Earthwork ( third revision ). tMethod of measurement work ( third revision ). of building and civil engineering works: Part II Concrete 5 I IS: 1200 (Part XVI) - 1979 3.2 Suspended Dips and vertical pipes shall be so described and the supports and other fixing arrangement ( see 3.4.2 ) measured separately. 3.3 Testing - The measurement for testing of the pipelines shall be in running metres, unless otherwise stated. 3.4 Miscellaneoss Works 3.4.1 The valve cistern, public fountain platforms, fire hydrants, etc, shall be fully described and enumerated. 3.4.2 All other miscellaneous works, such as supports like hangers, pillars, crossing of railway lines and culverts, cutting and reconditioning of pavements, deviation ,of pipeiines and cabies, aismdnrling -- atid RCOiistriiCa’ m--P--r’f tion of masonfy works shall be measured as recommended in relevant Indian Standards. 4. METHOD OF MEASUREMENT OF SEW’ER LINES 4.1 Sewer lines shall be classified according to their diameter, length of each pipe, kind of material, the quality of pipe and the method of jointing, and shall be measured in running metres inclusive of all joints. The measuren)ent shall be taken along the central line of the sewers and fittings or specials. All fittings or specials shall be enumerated separately as ‘extra_..__, Ulc...
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