| 1726801710000 | 0 | None | None | Other Works | Formation of 12M Wide Road Including Construction of RCC Drain, Hume Pipe and Providing and laying HDPE Water Supply Line in Plot No. 66 Koorgally Housing Layout, Mysuru Industrial Area, 3rd Stage, Mysuru District | 4167866.35 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4033558 | 156488 | None | code01 | Road : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness.By Mechanical Means using Dozer. In area of light jungle with all lead and lift etc complete as per specifications and as directed by engineer in charge. | 100 Sqm | 404.79 | 404.79 | 10.08 | False | None | None | False | None | False | 4080.2832 | 0 | | 4033559 | 156488 | None | code02 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Cum | 97.85 | 97.85 | 214.2 | False | None | None | False | None | False | 20959.47 | 0 | | 4033560 | 156488 | None | code03 | Construction of Embankment by excavating the available approved Gravel/ Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Cum | 488.22 | 488.22 | 214.2 | False | None | None | False | None | False | 104576.724 | 0 | | 4033561 | 156488 | None | code04 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads,
transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Cum | 507.79 | 507.79 | 96.46 | False | None | None | False | None | False | 48981.4234 | 0 | | 4033562 | 156488 | None | code05 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers
with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.(ii) For Grading -II Material with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Cum | 2636.8 | 2636.8 | 285.6 | False | None | None | False | None | False | 753070.08 | 0 | | 4033563 | 156488 | None | code06 | 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 with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Cum | 2635.77 | 2635.77 | 255.5 | False | None | None | False | None | False | 673439.235 | 0 | | 4033564 | 156488 | None | code07 | 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/m2 using mechanical means. with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Sqm | 42.23 | 42.23 | 980.0 | False | None | None | False | None | False | 41385.4 | 0 | | 4033565 | 156488 | None | code08 | Providing and applying tack coat with Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom on granular surface.with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Sqm | 14.42 | 14.42 | 980.0 | False | None | None | False | None | False | 14131.6 | 0 | | 4033566 | 156488 | None | code09 | Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Cum | 9333.86 | 9333.86 | 49.0 | False | None | None | False | None | False | 457359.14 | 0 | | 4033567 | 156488 | None | code10 | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 percent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH Specification clause No. 507 complete in all respects with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Cum | 10944.78 | 10944.78 | 29.4 | False | None | None | False | None | False | 321776.532 | 0 | | 4033568 | 156488 | None | code11 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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.with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Sqm | 545.9 | 545.9 | 49.0 | False | None | None | False | None | False | 26749.1 | 0 | | 4033569 | 156488 | None | code12 | RCC Side Drains : 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 with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Cum | 105.06 | 105.06 | 327.6 | False | None | None | False | None | False | 34417.656 | 0 | | 4033570 | 156488 | None | code13 | 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 (M10) Using 40 mm nominal size graded crushed coarse aggregates.with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Cum | 6168.67 | 6168.67 | 46.2 | False | None | None | False | None | False | 284992.554 | 0 | | 4033571 | 156488 | None | code14 | Providing and laying in position Reinforced 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 necesary, 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Cum | 8810.21 | 8810.21 | 88.2 | False | None | None | False | None | False | 777060.522 | 0 | | 4033572 | 156488 | None | code15 | 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 with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Tonne | 81381.33 | 81381.33 | 2.94 | False | None | None | False | None | False | 239261.1102 | 0 | | 4033573 | 156488 | None | code16 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specificationswith all lead and lift etc complete as per specifications and as directed by engineer in charge. | Mtr | 142.14 | 142.14 | 14.1 | False | None | None | False | None | False | 2004.174 | 0 | | 4033574 | 156488 | None | code17 | Refilling available earth around trenches/ pipelines, cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50m and lift upto 1.5 m. Including cost of all labour with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Cum | 164.8 | 164.8 | 151.2 | False | None | None | False | None | False | 24917.76 | 0 | | 4033575 | 156488 | None | code18 | RCC Culvert : 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 with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Cum | 105.06 | 105.06 | 39.6 | False | None | None | False | None | False | 4160.376 | 0 | | 4033576 | 156488 | None | code19 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Cum | 6403.51 | 6403.51 | 3.24 | False | None | None | False | None | False | 20747.3724 | 0 | | 4033577 | 156488 | None | code20 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances
required to complete the work as per technical specifications.M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Cum | 7831.3 | 7831.3 | 15.0 | False | None | None | False | None | False | 117469.5 | 0 | | 4033578 | 156488 | None | code21 | 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 with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Tonne | 81381.33 | 81381.33 | 0.9 | False | None | None | False | None | False | 73243.197 | 0 | | 4033579 | 156488 | None | code22 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Mtr | 142.14 | 142.14 | 6.0 | False | None | None | False | None | False | 852.84 | 0 | | 4033580 | 156488 | None | code23 | Refilling available earth around trenches/ pipelines, cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Cum | 164.8 | 164.8 | 9.9 | False | None | None | False | None | False | 1631.52 | 0 | | 4033581 | 156488 | None | code24 | Water Supply pipeline : Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Cum | 269.86 | 269.86 | 94.5 | False | None | None | False | None | False | 25501.77 | 0 | | 4033582 | 156488 | None | code25 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For :HDPE Grade PE80-PN8.0,110mm dia with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Rmtr | 569.59 | 569.59 | 140.0 | False | None | None | False | None | False | 79742.6 | 0 | | 4033583 | 156488 | None | code26 | Refilling available earth around trenches/ pipelines, cables in layers not exceeding 20 cm in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour with all lead and lift etc complete as per specifications and as directed by engineer in charge. | Cum | 164.8 | 164.8 | 93.17 | False | None | None | False | None | False | 15354.416 | 0 |
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