| 1721740422000 | 0 | None | None | Roads | Construction of concrete marati samaja mandir Panduranga nayak house road and Manchi kodi Ramesh Nayak house road in Indrali ward | 717821.22 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3592663 | 130825 | 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 2023-24 Vol:1 P.NO.36 I.No:1.12 | Cum | 106.4 | 106.4 | 86.8 | False | None | None | False | None | False | 9235.52 | 0 | | 3592664 | 130825 | None | code02 | 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 2023-24 VOL-3 | Cum | 2866.08 | 2866.08 | 65.1 | False | None | None | False | None | False | 186581.808 | 0 | | 3592665 | 130825 | None | code03 | 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 | 65.1 | False | None | None | False | None | False | 493905.888 | 0 | | 3592666 | 130825 | None | code04 | 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 neatlydressed disposing off or leveling the excavated stuff or sorting & stacking theselected 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 Sl. No.1.5.1 P.No. 6/CSR 2024-2025 Vol-1 | Cum | 334.88 | 334.88 | 4.8 | False | None | None | False | None | False | 1607.424 | 0 | | 3592667 | 130825 | None | code05 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuringwater for testing). Before the execution of the work, the contractor shall carry out the survey.RCC NP3 Class pipe of 450 mm dia. (page no. 188 Si no.16.3.2 KUWS&DB 2024-25) | Mtr | 2635.36 | 2635.36 | 7.5 | False | None | None | False | None | False | 19765.2 | 0 | | 3592668 | 130825 | 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 | 37.53 | False | None | None | False | None | False | 6725.376 | 0 |
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