| 1722942946000 | 0 | None | None | Other Works | Construction of CC Road from Maleppa Desai House to Shrishail Desai House and from Shiva Wadder to Madari House in Ward no 10 and from Basavaraj Noola House to Main Road in Ward No 12 and form Kenchappa Guruappa House to Sharanappa Dasappa House in Ward No 14 in Afzalpur Town | 831088.49 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3704964 | 136554 | None | code01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposalof 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. As per MoRT&H specification, PWD Common SR(2023-24) Volume-3 Chapter-2 Sl.no-2.5 (ii)A,PNo-9 | Sqm | 4.12 | 4.12 | 621.25 | False | None | None | False | None | False | 2559.55 | 0 | | 3704965 | 136554 | 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 excavatedearth 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 . As per PWD Common SR(2023-24) Volume-1 Chapter-1 Sl.no-1.12,PNo-8 | Cum | 99.75 | 99.75 | 39.38 | False | None | None | False | None | False | 3928.155 | 0 | | 3704966 | 136554 | None | code03 | Compacting Original Ground 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.As per PWD Common SR(2023-24) Volume-3 Chapter-3 Sl.no-3.7,PNo-17 | Cum | 110.25 | 110.25 | 6.56 | False | None | None | False | None | False | 723.24 | 0 | | 3704967 | 136554 | 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.As per PWD Common SR(2023-24) Volume-3 Chapter-3 Sl.no-3.6,PNo-17 | Cum | 517.65 | 517.65 | 145.69 | False | None | None | False | None | False | 75416.4285 | 0 | | 3704968 | 136554 | 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 For Grading -V Material A.Plant Mix Method.As per PWD Common SR(2023-24) Volume-3 Chapter-4 Sl.no-4.1V,PNo-23 | Cum | 2611.35 | 2611.35 | 13.125 | False | None | None | False | None | False | 34273.96875 | 0 | | 3704969 | 136554 | None | code06 | 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 m3 2,394.00 uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.As per PWD Common SR(2023-24) Volume-3 Chapter-4 Sl.no-4.17V,PNo-26 | Cum | 2686.95 | 2686.95 | 13.13 | False | None | None | False | None | False | 35279.6535 | 0 | | 3704970 | 136554 | None | code07 | Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over a preparedsub base, with 43 grade cement or any other type as perClause 1501.2.2 M20 (Grade), coarse and fine aggregatesconforming to IS:383:2016, maximum size of coarseaggregate not exceeding 25 mm, mixed in a concrete mixerof not less than 0.2 cum capacity and appropriate weighbatcher using approved mix design, laid in approved fixedside 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 platevibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concreteslabs for 14-days, and water finishing to lines and grade per drawing and technical specification clause 1501 with all
lead, lifts, loading & unloading charges, cost and conveyanceof all materials, labour, equipments etc., complete. as per the
directions of the Engineer-in-charge of the work.. As per PWD Common SR(2023-24) Volume-3 Sl.no-16.27,PNo-148 | Cum | 6692.7 | 6692.7 | 101.44 | False | None | None | False | None | False | 678907.488 | 0 |
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