| 1723113434000 | 0 | None | None | Roads | Construction of 3 Nos of Deck slab Vivekanandanagar mainroad, construction of CC road and drain from LRK master house to Aftab house, construction of Deck slab near Ashwath house, construction of CC road near Gangadhar house at W.No.11 Vivekanandanagr-2 | 1685372.37 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3725763 | 138200 | None | code01 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m | Cum | 105.06 | 105.06 | 183.0 | False | None | None | False | None | False | 19225.98 | 0 | | 3725764 | 138200 | None | code02 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 175.0 | 175.0 | 30.0 | False | None | None | False | None | False | 5250.0 | 0 | | 3725765 | 138200 | None | code03 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8792.13 | 8792.13 | 71.9 | False | None | None | False | None | False | 632154.147 | 0 | | 3725766 | 138200 | None | code04 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. All other type of structures | Tonne | 81381.33 | 81381.33 | 3.17 | False | None | None | False | None | False | 257978.8161 | 0 | | 3725767 | 138200 | None | code05 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead | Sqm | 6.18 | 6.18 | 860.0 | False | None | None | False | None | False | 5314.8 | 0 | | 3725768 | 138200 | None | code06 | Wet Mix Macadam (Plant mix method) : Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2635.77 | 2635.77 | 20.0 | False | None | None | False | None | False | 52715.4 | 0 | | 3725769 | 138200 | None | code07 | Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) | Cum | 6977.22 | 6977.22 | 12.0 | False | None | None | False | None | False | 83726.64 | 0 | | 3725770 | 138200 | None | code08 | Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means | Sqm | 42.23 | 42.23 | 860.0 | False | None | None | False | None | False | 36317.8 | 0 | | 3725771 | 138200 | None | code09 | Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | Cum | 7762.08 | 7762.08 | 43.0 | False | None | None | False | None | False | 333769.44 | 0 | | 3725772 | 138200 | None | code10 | Providing and applying tack coat with Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 12.36 | 12.36 | 860.0 | False | None | None | False | None | False | 10629.6 | 0 | | 3725773 | 138200 | None | code11 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.(Ref. to MoRT&H Spec irc37 | Cum | 10456.56 | 10456.56 | 21.5 | False | None | None | False | None | False | 224816.04 | 0 | | 3725774 | 138200 | None | code12 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes | Sqm | 545.9 | 545.9 | 43.0 | False | None | None | False | None | False | 23473.7 | 0 |
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