| 1709374258000 | 0 | None | None | Other Works | Construction of Cement Concrete road in ward no 20 Rajeshvari galli in Hassan CMC Limit. | 422602.5 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 2886691 | 94454 | None | AE01 | 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 Cement Concrete Grade M-15 & M-20 By Mechanical Means (2023-24 SR V-3, P-10 I-2. a ) | Cum | 740.57 | 740.57 | 37.8 | False | None | None | False | None | False | 27993.546 | 0 | | 2886692 | 94454 | None | AE02 | 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 (2023-24 SR V-1 It no 1.15.1 P.no 6) | Cum | 307.97 | 307.97 | 37.8 | False | None | None | False | None | False | 11641.266 | 0 | | 2886693 | 94454 | None | AE03 | 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. (2023-24 SR V-3 It no:3.7 P.no 17) | Sqm | 108.51 | 108.51 | 252.0 | False | None | None | False | None | False | 27344.52 | 0 | | 2886694 | 94454 | None | AE04 | Granular Sub-Base 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 -IMaterial (2023-24 SR V-3 It no:4.1 P.no 23) | Cum | 2430.8 | 2430.8 | 37.8 | False | None | None | False | None | False | 91884.24 | 0 | | 2886695 | 94454 | None | AE05 | Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Paver Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) (2023-24 SR V-3 It no:6.6 P.no 51) | Cum | 6977.22 | 6977.22 | 37.8 | False | None | None | False | None | False | 263738.916 | 0 |
|