| 1710494226000 | 0 | None | None | Roads | Road construction work in old taluk office road ward.19 hassan | 1010039.5 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3087726 | 106129 | None | AE1 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead By Mechanical Means Cement Concrete Grade M-15 & M-20 (KPWD SR 2023-24 V-3 P.no: 10, I.no:2.8(ii)( A) | Cum | 740.57 | 740.57 | 92.625 | False | None | None | False | None | False | 68595.29625 | 0 | | 3087727 | 106129 | None | AE2 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work.In ordinary/soft rock without blasting upto 1.5 m depth (SR 2023-24 V-1 P.no: 5, I.no:1.4.1) | Cum | 249.26 | 249.26 | 123.5 | False | None | None | False | None | False | 30783.61 | 0 | | 3087728 | 106129 | None | AE3 | Compacting Original Ground
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.(USR 2023-24 V-3 P NO 17 I NO 3.7) | Cum | 108.15 | 108.15 | 92.625 | False | None | None | False | None | False | 10017.39375 | 0 | | 3087729 | 106129 | None | AE4 | Granular Sub-Base Plant Mix MethodConstruction 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 (i) For Grading -I Material (KPWD SR 2023-24 V-3 P.no: 23, I.no:4.1(i)) | Cum | 2562.64 | 2562.64 | 92.625 | False | None | None | False | None | False | 237364.53 | 0 | | 3087730 | 106129 | None | AE5 | 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. (SR 2023-24 V-3 P NO 149 I NO 16.28) | Cum | 6956.62 | 6956.62 | 92.625 | False | None | None | False | None | False | 644356.9275 | 0 | | 3087731 | 106129 | None | AE6 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (KPWD SR 2023-24 V-3 P.no: 17, I.no:3.1 ) | Cum | 87.55 | 87.55 | 216.125 | False | None | None | False | None | False | 18921.74375 | 0 |
|