| 1706425086000 | 0 | None | None | Roads | Construction of C.C road for Ward No 17 in front of Dattatray Matta in TMC Shikaripura | 756455.18 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2317445 | 68400 | None | code01 | Clearing and grubbing road land in area of light jungle 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 (PWD SR 2023-24,Vol-3,PN-9,IN-2.4A) | Sqm | 1155.66 | 1155.66 | 6.0 | False | None | None | False | None | False | 6933.96 | 0 | | 2317446 | 68400 | None | code02 | Earth work in surface excavation in all kinds of soils upto 300mm 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.(PWD SR 2023-24,Vol-1,PN-8,IN-1.12) | Cum | 97.85 | 97.85 | 150.0 | False | None | None | False | None | False | 14677.5 | 0 | | 2317447 | 68400 | None | code03 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (PWD SR 2023-24,Vol-3,PN-17,IN-3.1) | Cum | 87.55 | 87.55 | 150.0 | False | None | None | False | None | False | 13132.5 | 0 | | 2317448 | 68400 | None | code04 | 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.(PWD SR 2023-24,Vol-3,PN-17,IN-3.7) | Cum | 108.15 | 108.15 | 75.0 | False | None | None | False | None | False | 8111.25 | 0 | | 2317449 | 68400 | None | code05 | 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 equirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.(PWD SR 2023-24,Vol-1,PN-7,IN-1.8) | Cum | 488.22 | 488.22 | 67.5 | False | None | None | False | None | False | 32954.85 | 0 | | 2317450 | 68400 | 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.(PWD SR 2023-24,Vol-3,PN-26,IN-4.17) | Cum | 2635.77 | 2635.77 | 67.5 | False | None | None | False | None | False | 177914.475 | 0 | | 2317451 | 68400 | None | code07 | 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 (PWD SR 2023-24,Vol-3,PN-17,IN-3.6) | Cum | 507.79 | 507.79 | 36.0 | False | None | None | False | None | False | 18280.44 | 0 | | 2317452 | 68400 | None | code08 | Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over aprepared sub base, with 43 grade cement or any othertype as per Clause 1501.2.2 M30 (Grade), coarse andfine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in aconcrete mixer of not less than 0.2 cum capacity andappropriate 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 asper drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators and finished in continuous operation including constructionjoints, , 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 allmaterials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.(PWD SR 2023-24,Vol-3,PN-50&51,IN-6.5) | Cum | 8074.17 | 8074.17 | 60.0 | False | None | None | False | None | False | 484450.2 | 0 |
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