| 1722941747000 | 0 | None | None | Roads | Construction of connection road Manipala vidhyanagara 4th cross Ramesh D S house road in Sagri ward | 953250.48 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3704627 | 136529 | None | code01 | 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 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.In all kinds of soils upto 300 mm depth PWD SR 2024-25 Vol:1 P.NO.36 I.No:1.12 | Cum | 106.4 | 106.4 | 163.8 | False | None | None | False | None | False | 17428.32 | 0 | | 3704628 | 136529 | None | code02 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces
required to complete the work In ordinary/soft rock without blasting upto 1.5 m depth PWD SR 2024-25 Vol:1 P.NO.8 I.No:1.15.1 | Cum | 406.56 | 406.56 | 163.8 | False | None | None | False | None | False | 66594.528 | 0 | | 3704629 | 136529 | None | code03 | 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. Sl. No.3.7, 406 P.No. 17/CSR 2024-25 VOL-3 | Cum | 117.6 | 117.6 | 54.6 | False | None | None | False | None | False | 6420.96 | 0 | | 3704630 | 136529 | None | code04 | Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof 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 Sl. No.4.17, 406 P.No. 31/CSR 2024-25 VOL-3 | Cum | 2866.08 | 2866.08 | 81.9 | False | None | None | False | None | False | 234731.952 | 0 | | 3704631 | 136529 | None | code05 | Construction of un-reinforced plain cement concrete pavementusing RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. Thesuperplastisiser 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) Sl. No.6.6 P.No. 51/CSR 2024-25 VOL-3 | Cum | 7586.88 | 7586.88 | 81.9 | False | None | None | False | None | False | 621365.472 | 0 | | 3704632 | 136529 | None | code06 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications (Pg 7, Item No. 1.10 Vol I PWDSR 2024-25) | Cum | 179.2 | 179.2 | 37.44 | False | None | None | False | None | False | 6709.248 | 0 |
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