1709383426000 | 0 | None | None | Roads | Improvement of roadbeside Nagalingeshwara temple park ward no.10, improvement of road and drain in 3rd cross beside Jabbar hall, ajeejsait road, ward no.12 and asphalting of shooting rajannqa street, tank road 2nd cross and construction of road in AJ block colony ward no.29, MCC limits, Mysuru | 6730345.09 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2891283 | 94667 | None | 1.12 v1 | Earth work excavation by manual means for drains,canals, waste weir draft,approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth | Cum | 313.95 | 313.95 | 543.75 | False | None | None | False | None | False | 170710.3125 | 0 | 2891284 | 94667 | None | 1.12 v1 | 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 upto 300 mm depth | Cum | 107.1 | 107.1 | 142.02 | False | None | None | False | None | False | 15210.342 | 0 | 2891285 | 94667 | None | 1.1b v3 | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/
Kankar/Moorum. (Tipper 10 m3
) | Cum | 141.75 | 141.75 | 483.75 | False | None | None | False | None | False | 68571.5625 | 0 | 2891286 | 94667 | None | 2.1.2 v1 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 114.84 | False | None | None | False | None | False | 682976.448 | 0 | 2891287 | 94667 | None | 6.6 v3 | 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 | 7112.7 | 7112.7 | 67.5 | False | None | None | False | None | False | 480107.25 | 0 | 2891288 | 94667 | None | 2.4.2 v1 | 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 | 6952.47 | 6952.47 | 53.48 | False | None | None | False | None | False | 371818.0956 | 0 | 2891289 | 94667 | None | 2.11c v1 | Supplying, Fitting and Placing TMT Fe 500 & above
Reinforcement in Foundation / Substructure /
Superstructure complete as per Drawing and Technical
Specifications. | Tonne | 90754.65 | 90754.65 | 0.72 | False | None | None | False | None | False | 65343.348 | 0 | 2891290 | 94667 | None | 2.11h v1 | Supplying, Fitting and Placing TMT Fe 500 & above
Reinforcement in Foundation / Substructure /
Superstructure complete as per Drawing and Technical
Specifications. For all other types | Tonne | 82961.55 | 82961.55 | 2.1 | False | None | None | False | None | False | 174219.255 | 0 | 2891291 | 94667 | None | 4.17 v3 | Providing, laying, spreading and compacting graded stone
aggregate to wet mix macadam specification including
premixing the Material with water at OMC in mechanical mix
plant carriage of mixed Material by tipper to site, 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 | 2686.95 | 2686.95 | 507.0 | False | None | None | False | None | False | 1362283.65 | 0 | 2891292 | 94667 | None | 5.1 v3 | Providing and applying primer coat with SS1 grade Bitumen
Emulsion on prepared surface of granular base including
cleaning of road surface and spraying primer at the rate of 0.70
kg per m2 using mechanical means. | Sqm | 43.05 | 43.05 | 3745.7 | False | None | None | False | None | False | 161252.385 | 0 | 2891293 | 94667 | None | 5.6c v3 | Providing and laying Bituminous Macadam with 40/60 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 | 7835.1 | 7835.1 | 195.93 | False | None | None | False | None | False | 1535131.143 | 0 | 2891294 | 94667 | None | 5.3 v3 | Providing and applying tack coat with RS1 Bituminous Emulsion
using emulsion pressure distributor at the rate of 0.20 kg/m2
on the prepared bituminous surface cleaned with mechanical
broom | Sqm | 12.6 | 12.6 | 5503.5 | False | None | None | False | None | False | 69344.1 | 0 | 2891295 | 94667 | None | 5.31 v3 | 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. | Cum | 10659.6 | 10659.6 | 137.59 | False | None | None | False | None | False | 1466654.364 | 0 | 2891296 | 94667 | None | 8.15 v3 | 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 | 556.5 | 556.5 | 171.25 | False | None | None | False | None | False | 95300.625 | 0 | 2891297 | 94667 | None | 3.1 v3 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 127.98 | False | None | None | False | None | False | 11422.215 | 0 |
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