Name of Work:- WATERPROOFING OF POST OFFICE BUILDING AND FRONT OFFICE IN PUNJAB AND HARYANA HIGH COURT, SECTOR 1, CHANDIGARH.
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Item Description
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Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) DSR 15.2.1
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Demolishing brick tile covering in terracing including stacking of serviceable material and disposal of unserviceable material within 50 metres lead.. DSR 15.26
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Demolishing mud phaska in terracing and disposal of material within 50 metres lead.. DSR 15.27
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Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead. For thickness of tiles above 25 mm and up to 40 mm DSR 15.23.2
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Providing and applying one-component polyurethane-based liquid waterproofing membrane Made in India having solid content more than 90% , tensile strength more than 2.0MPA as per ASTM D 412, elongation more than 600% as per ASTM D 412, having total DFT of 1.5mm over prepared RCC substrate including PU primer complete in all respect to the entire satisfaction of Engineer-in-charge. NS
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Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement 50% Grey cement DSR 11.20.2
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10 cm thick (average) mud phaska of damped brick earth on roofs laid to slope consolidated and plastered with 25 mm thick mud mortar mixed with bhusa @ 35 kg per cum of earth and gobri leaping with mix 1:1 (1 clay : 1 cow dung) and covered with flat tile bricks, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement and finished neat: With common burnt clay F.P.S.(non modular) brick tile of class designation 10 DSR 12.16.1
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Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 4.2.3 Please Enable Macros to View BoQ information
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