| 1707329246000 | 0 | None | None | Other Works | Reasphalt road work MDCC bank circle to ganeshabeedhiguptha store at ward No 16, Construction of CC Road at ward no 13, construction of drain in frot of Vetanary hospital at ward no 19, and construction of road near Jayamma house and construction of drain near Thimmappa house at ward no-02 within Hunsur CMC Limits | 779090.48 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2503531 | 76055 | None | 1.14.1 | 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 1.50 m (I.No.1.14.1 P.No 08 Commom SR 2023-24 Vol-III) | Cum | 105.06 | 105.06 | 49.8 | False | None | None | False | None | False | 5231.988 | 0 | | 2503532 | 76055 | None | 1.12 | 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. (I.No.1.12 P.No 8 Commom SR 2023-24 Vol-III) | Cum | 97.85 | 97.85 | 8.0 | False | None | None | False | None | False | 782.8 | 0 | | 2503533 | 76055 | None | 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of wor (I.No.3.1 P.No 17 Commom SR 2023-24 Vol-III) | Cum | 87.55 | 87.55 | 45.35 | False | None | None | False | None | False | 3970.3925 | 0 | | 2503534 | 76055 | None | 2.1.4 | 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 (I.No.2.1.4 P.No 15 Commom SR 2023-24 Vol-I) | Cum | 6168.67 | 6168.67 | 6.64 | False | None | None | False | None | False | 40959.9688 | 0 | | 2503535 | 76055 | None | 2.4.2 | 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 achinery, 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(I.No.2.4.2 P.No 17 Commom SR 2023-24 Vol-I) | Cum | 8792.13 | 8792.13 | 17.86 | False | None | None | False | None | False | 157027.4418 | 0 | | 2503536 | 76055 | None | 2.11h | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure /Superstructure complete as per Drawing and Technical Specifications. (I.No.2.11h P.No 18 Commom SR 2023-24 Vol-I) | Tonne | 81381.33 | 81381.33 | 0.581 | False | None | None | False | None | False | 47282.55273 | 0 | | 2503537 | 76055 | None | 4.17 | Patching of Deep Potholes using WBM Gr l & SDBC Gr lI 25 mm thick:Patching of Deep Potholes 75mm thick by restoring the Granular Base course using material confirming to WBM Grade -I with 1ype Sereenings standards wherever necessary by manual means including trimming the pothole to the required shape and size, cleaning the pothole, applying Prime Coat (SS1) at 0.70 kg per m2 over the WBM surface and covering the surface with SDBC 25mm thick including lead, loading unloading, rolling and finishing etc., complete as per specification.(I.No.4.17 P.No 26 Commom SR 2023-24 Vol-III) | Sqm | 511.91 | 511.91 | 60.0 | False | None | None | False | None | False | 30714.6 | 0 | | 2503538 | 76055 | None | 5.1A | Prime Coat 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.(I.No.5.1A P.No 30 Commom SR 2023-24 Vol-III) | Cum | 42.23 | 42.23 | 600.0 | False | None | None | False | None | False | 25338.0 | 0 | | 2503539 | 76055 | None | 5.6A | Providing and laying Bituminous Macadam with 120 tph capacity hot mix plant batch type 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(I.No.5.6A P.No 30 Commom SR 2023-24 Vol-III) | Cum | 7762.08 | 7762.08 | 30.0 | False | None | None | False | None | False | 232862.4 | 0 | | 2503540 | 76055 | None | 5.32 | Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom(I.No.5.32 P.No 43 Commom SR 2023-24 Vol-III) | Sqm | 12.36 | 12.36 | 600.0 | False | None | None | False | None | False | 7416.0 | 0 | | 2503541 | 76055 | 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.(I.No.5.31 P.No 43 Commom SR 2023-24 Vol-III) | Cum | 10456.56 | 10456.56 | 15.0 | False | None | None | False | None | False | 156848.4 | 0 | | 2503542 | 76055 | None | 8.15 | 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.(I.No.8.15 P.No 67 Commom SR 2023-24 Vol-III) | Cum | 545.9 | 545.9 | 24.0 | False | None | None | False | None | False | 13101.6 | 0 | | 2503543 | 76055 | None | 4.17 | Providing, laying, spreading and compacting graded stoneaggregate to Wet Mix Macadam specification includingpremixing the Material with water at OMC in mechanical mixplant carriage of mixed Material by tipper to site, laying inuniform layers withpaver/grader in sub-base / base course onwell prepared surface and compacting with vibratory roller toachieve the desired density.(I.No.4.17 P.No 26 Commom SR 2023-24 Vol-III) | Cum | 2635.77 | 2635.77 | 6.0 | False | None | None | False | None | False | 15814.62 | 0 | | 2503544 | 76055 | None | 16.28 | 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. .(I.No.16.28 P.No 149 Commom SR 2023-24 Vol-III) | Cum | 6956.62 | 6956.62 | 6.0 | False | None | None | False | None | False | 41739.72 | 0 |
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