| 1706604227000 | 0 | None | None | Roads | PACKAGE 11-1)Construction of C C Road in ward no 22 Conservency Gully Cross 1&2. 2)Improvements road in ward no 23 Shankarapura Badavane VHP kannada Medium School in Chamarajanagara CMC limits. | 1339020.42 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2338351 | 69121 | None | 1.14 | 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. (Common SR-2023-24, Vol-1, Page no-8, I.No-1.14) | Cum | 105.06 | 105.06 | 28.6 | False | None | None | False | None | False | 3004.716 | 0 | | 2338352 | 69121 | None | 2.1.3 | 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 machinery, 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. (Common SR-2023-24, Vol-1, Page no-15, I.No-2.1.3) | Cum | 6168.67 | 6168.67 | 4.4 | False | None | None | False | None | False | 27142.148 | 0 | | 2338353 | 69121 | None | 2.4.2 | 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Common SR-2023-24, Vol-1, Page no-16, I.No-2.4.2) | Cum | 8725.74 | 8725.74 | 8.8 | False | None | None | False | None | False | 76786.512 | 0 | | 2338354 | 69121 | None | 2.11H | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (Common SR-2023-24, Vol-1, Page no-18, I.No-2.11H) | MT | 81381.33 | 81381.33 | 0.35 | False | None | None | False | None | False | 28483.4655 | 0 | | 2338355 | 69121 | None | 1.1 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms 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 (I.No.1.1 P.No.35) of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol. I | Cum | 164.8 | 164.8 | 14.85 | False | None | None | False | None | False | 2447.28 | 0 | | 2338356 | 69121 | None | 1.13 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/Soft rock & 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 lasbour, tools, usage of machinery & other appurtenances required to complete the wor(Common SR-2023-24, Vol-1, Page no-37, I.No-1.13) | Cum | 372.86 | 372.86 | 196.0 | False | None | None | False | None | False | 73080.56 | 0 | | 2338357 | 69121 | None | 3.6 | 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 (Common SR-2023-24, Vol-3, Page no-17, I.No-3.6) | Cum | 507.79 | 507.79 | 243.2 | False | None | None | False | None | False | 123494.528 | 0 | | 2338358 | 69121 | None | 4.17 | 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. (Common SR-2023-24, Vol-3, Page no-26, I.No-4.17) | Cum | 2635.77 | 2635.77 | 86.2 | False | None | None | False | None | False | 227203.374 | 0 | | 2338359 | 69121 | None | 5.1 | 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 0.90 kg per m2 using mechanical means. (Common SR-2023-24, Vol-3, Page no-31, I.No-5.1) | Sqm | 42.23 | 42.23 | 944.0 | False | None | None | False | None | False | 39865.12 | 0 | | 2338360 | 69121 | None | 5.10C | Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 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. (Common SR-2023-24, Vol-3, Page no-34, I.No-5.10 C) | Cum | 9042.37 | 9042.37 | 23.6 | False | None | None | False | None | False | 213399.932 | 0 | | 2338361 | 69121 | None | 5.31 | 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. (Common SR-2023-24, Vol-3, Page no-43, I.No-5.31) | Cum | 10456.56 | 10456.56 | 11.8 | False | None | None | False | None | False | 123387.408 | 0 | | 2338362 | 69121 | None | 16.27 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14- days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (Common SR-2023-24, Vol-3, Page no-148, I.No-16.27) | Cum | 6565.22 | 6565.22 | 58.5 | False | None | None | False | None | False | 384065.37 | 0 | | 2338363 | 69121 | None | 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. (Common SR-2023-24, Vol-3, Page no-17, I.No-3.1) | Cum | 85.0 | 85.0 | 196.0 | False | None | None | False | None | False | 16660.0 | 0 |
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