By Martin Barnes
This publication presents a entire variety of examples of diagrams and accounts of amounts in line with part eight, works class, of CESMM3. it's been up to date to supply insurance of using the recent part on water mains preservation and the thoroughly new type Z masking easy development works incidental to civil engineering works. the instance invoice pages illustrate the appliance of the principles of size in all 26 sessions of CESMM3. The diagrams comprise a few precious brief cuts for engineers and surveyors getting ready debts of amounts.
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Extra info for CESMM3 examples
25 mm bitumen impregnated fibreboard filler. 5 m. 5 - 1 m. 5 m. 5 - 1 m. 2 m. 45 m. m2 41 G651 PVC centre bulb waterstop; 100 mm wide. m 38 G652 PVC centre bulb waterstop/ 175 mm wide. m 110 G653 Rubber centre bulb waterstop; 225 mm wide. 1 Rubber centre bulb waterstop; 400 mm wide. 2 Rubber centre bulb waterstop; 4 50 mm wide. 1 Rebate sealed with 25 x 25 mm Plastic or similar approved. m 125 Rebate sealed with 25 x 25 mm Plastijoint or similar approved. 5 m centres as detail E drawing 137/25.
Nr 3 Adaptors; nominal bore 400 mm Grippon to flange effective length 160 mm. nr 6 Straight specials nominal bore 225 mm effective length 1220 mm. nr 1 Straight specials nominal bore 225 mm effective length 1500 mm; with puddle flange. nr 1 Straight specials nominal bore 400 mm effective length 900 mm; not in trenches, nr 3 Blank flanges; nominal bore 400 mm. 2 J383 J333 B Cast iron gate valves hand opera^ec} to RS 3464 /type a) with extension spindles. 1 400 mm nominal bore with T key. 2 400 mm nominal bore with hand wheel.
2 Existing sludge draw off pipe line: pipe bore 300 - 900 mm. nr 2 Underground high voltage electric cable: pipe bore 900 - 1800 mm. nr 1 Breaking up and temporary reinstatement of roads flexible road construction maximum depth 75 mm with 250 mm sub-base; pipe bore not exceeding 300 mm. m 387 Breaking up and temporary reinstatement of roads reinforced concrete slab depth 200 mm with 250 mm type 1 sub-base; pipe bore 300 - 900 mm. m 284 K543 K553 Crossings. 2 K683 Rei nstatement. LARTES. 2 K741 K760 Breaking up and temporary reinstatement of foads flexible road construction maximum depth 75 mm with 250 mm type 1 sub-base; pipe bore 300 - 900 mm.
CESMM3 examples by Martin Barnes