Construction of C.C. Road And Drain at harinirmal Talkies Nai Sadak se Rajeev Sharma ke Makaan tak Ward No. 42 Zone No. 15 713/25X3/6 (Molik Nidhi)

Dismantling stone slab flooring laid in cement mortar including stacking of serviceablematerial and disposal of unserviceable material within 50 meters lead.

Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in-charge. 1:3:6 or richer mi

Earth work in excavation for foundation, trenches for pipes / cables or drains etc. by mechanical means /manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides, disposal of excavated earth including of all lift and lead upto 50m. Disposed earth to be levelled and neatly dressed. All kinds of soil

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-7.5 (Nominal Mix) with 40 mm maximum size of stone aggregate.

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering All work up to plinth level. Cement concrete grade M-20 (Nominal Mix) with 20 mm maximum size of stone aggregate.

Centering and shuttering including strutting, propping stretching etc. complete for and removal of form work by sheet plate or ply wood shuttering for : Foundations, footings, bases of columns, etc. For mass concrete.

1.0 Transportation By Mechanical means including loading, unloading and stacking where ever necessaryExcavated Earth 5 km

ProvidingandlayingCementConcretegradeM-10Nominalmix1:3:6with 40mmgraded crushed stone aggregate, spreading the concrete by shovelsmixing shall be inmechanical mixer, compacting by use of pin/plate/screedvibratorsincludingformworkbystrongsteelgirdersfixed by spikes.

ProvidingandlayingCementConcretegradeM-20(Nominalmix1:1.5:3) with 20 mm graded crushed stone aggregate, mixing shall be in mechanicalmixer, layingwithpaver compactingbyuseof pin, plate / screed vibrators including formwork by strong steel girders fixed by spikes,separationmembrane125micronthick, i/ccuttingof joints@4to 5minterval&fillingitwithhotappliedbituminoussealant (withoutdowel bars). (max. thickness 20cm) Deduct fromItemNo.6.2,6.3and6.6aboveifpaverwithelectronicsensor is not used and laying, compaction is done by any other method (Note :-Theacceptancecriteria regarding level, thickness, surface regularity, texture finish, strengthof concreteandall otherquality control measures shall be the same as in case of machine laid work.) ThisitemistobeexecutedwithPriorwrittenpermissionofEngineer in-charge

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