1709385765000 | 0 | None | None | Roads | Construction of Asphalt road at Siddaveerappa Badavane 8th cross from shamnuru road vai basavarajappa house in ward no.42 | 3997373.54 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2892448 | 94709 | None | 001 | 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 (Vol-03 SR-2023-24 P No.17 I NO 3.5) | Sqm | 6.3 | 6.3 | 2557.5 | False | None | None | False | None | False | 16112.25 | 0 | 2892449 | 94709 | None | 002 | Earth work in surface excavation by mechanical means for lowering and leveling the ground for all works other than foundation in all kinds of soils and 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 and other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth (Vol-01 SR-2023-24 P No.8 I NO 1.12) | Cum | 99.75 | 99.75 | 162.0 | False | None | None | False | None | False | 16159.5 | 0 | 2892450 | 94709 | None | 003 | Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. (Vol-03 SR-2023-24 P No 17 I NO 3.7) | Cum | 110.25 | 110.25 | 463.2 | False | None | None | False | None | False | 51067.8 | 0 | 2892451 | 94709 | None | 004 | 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. (Vol -01 SR-2023-24 I.NO.1.8 Pg No-7) | Cum | 497.7 | 497.7 | 198.36 | False | None | None | False | None | False | 98723.772 | 0 | 2892452 | 94709 | None | 005 | 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 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. (Vol-03 SR-2023-24 P No 26 I No 4.17) | Cum | 2686.95 | 2686.95 | 490.2 | False | None | None | False | None | False | 1317142.89 | 0 | 2892453 | 94709 | None | 006 | 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:383:2016:, 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., . (Vol-03 SR-2023-24 P No 149 I NO. 16.28) | Cum | 7091.7 | 7091.7 | 72.0 | False | None | None | False | None | False | 510602.4 | 0 | 2892454 | 94709 | None | 007 | Prime Coat over WMM/WBM 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. (PWD SR 2023-24 Vol III I.No. 5.1 P.No. 31) | Sqm | 43.05 | 43.05 | 2557.5 | False | None | None | False | None | False | 110100.375 | 0 | 2892455 | 94709 | None | 008 | 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 at 3.4 persentge 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 (PWD SR 2023-24 Vol III I.No. 5.8C P.No. 33) | Cum | 8044.05 | 8044.05 | 127.875 | False | None | None | False | None | False | 1028632.89375 | 0 | 2892456 | 94709 | None | 009 | Tack coat on Bituminous surface 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 (PWD SR 2023-24 Vol III I.No. 5.3 P.No. 31) | Sqm | 12.6 | 12.6 | 2557.5 | False | None | None | False | None | False | 32224.5 | 0 | 2892457 | 94709 | None | 010 | Semi Dense Bituminous Concrete IRC-37: 2018 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 at 5 persentge 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.(PWD SR 2023-24 Vol III I.No. 5.31 P.No. 43) | Cum | 11107.95 | 11107.95 | 63.938 | False | None | None | False | None | False | 710220.1071 | 0 | 2892458 | 94709 | None | 011 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole. Upto 0.30m depth (Vol-5 SR-2023-24 P No.198 I NO 16.28) | No | 8577.45 | 8577.45 | 10.0 | False | None | None | False | None | False | 85774.5 | 0 | 2892459 | 94709 | None | 012 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work.(Vol-03 SR-2023-24 P No 17 I No.3.1) | Cum | 89.25 | 89.25 | 162.0 | False | None | None | False | None | False | 14458.5 | 0 | 2892460 | 94709 | None | 013 | Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges and fixing charges. (Vol-03 SR-2023-24 I.NO.8.55 Pg NO-79) | Each | 6154.05 | 6154.05 | 1.0 | False | None | None | False | None | False | 6154.05 | 0 |
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