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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil. |
| 2 | Supplying and stacking at site.90mm to 45 mm size stone aggregate |
| 3 | Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate |
| 4 | Constructionof dry lean cementconcreteSub- baseoverapreparedsub-gradewith coarseandfineaggregateconformingtoIS: 383,thesizeofcoarseaggregatenot exceeding25mm,aggregatecementrationot to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to bedetermined duringtriallengthconstruction,concrete strength not to be less than 10 Mpa at 7 days, mixedinabatchingplant,transportedtosite, laid with a paverwithelectronic sensor, compactingwith8-10tonnesvibratoryroller, finishing and curing. (Using Batching Plant) |
| 5 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 7 | Reinforced cement concrete in all works walls including attached pilasters , buttreess, string courses, fillets columns, string courses,above plninth level upto floor five, excluding cost of centering shuttering finishing and reinforcement, 1:1.5:3(1 cement:1.5 coaarse sand: 3 aggregate graded) |
| 8 | Providing and Fixing Premoulded Joint Filler in expansion joints of RCC /CC Pavements after making the joints dust free with high pressure air jet cleaners all complete |
| 9 | Cement Concrete1:2:4(1 cement:2 Coarse:4 40 mm aggregate) in pavements laid to required slope and camber, as required including consolidation finishing and tamping complete |
