| 1717830714000 | 0 | None | None | Other Works | Installation of interlock near mahishamardini temple school road and Construction of concrete mahishamardini 2nd cross veena house road in Badagubettu ward (ST | 535761.12 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3250464 | 112496 | 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 2021-22 Vol:1 P.NO.8 I.No:1.12 | Cum | 72.8 | 72.8 | 98.63 | False | None | None | False | None | False | 7180.264 | 0 | | 3250465 | 112496 | None | code02 | Loosening, leveling and Compacting original ground supportingembankment to facilitate placement of first layer of embankment,scarified to a depth of 150 mm, mixed with water at OMC and thencompacted 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. 16/CSR 2023-24 VOL-3 | Cum | 117.6 | 117.6 | 39.38 | False | None | None | False | None | False | 4631.088 | 0 | | 3250466 | 112496 | 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 2023-24 VOL-3 | Cum | 7586.88 | 7586.88 | 39.38 | False | None | None | False | None | False | 298771.3344 | 0 | | 3250467 | 112496 | None | code04 | 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 2023-24) | Cum | 179.2 | 179.2 | 13.5 | False | None | None | False | None | False | 2419.2 | 0 | | 3250468 | 112496 | None | code05 | Providing and laying 80mm thick factory made precast M -30
grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS
15658 for Commercial Traffic Axle load repetitions upto 10MSA& for Residential Streets of approved shape and colour, laid inrequired pattern and including over 40mm thick compacted bedof coarse sand, filling the joints with fine sand etc. all complete asper the direction of Engineer-in-charge. (WMM/WBM Base to bepaid separately as per relevant technical specification) | Sqm | 1300.32 | 1300.32 | 165.0 | False | None | None | False | None | False | 214552.8 | 0 | | 3250469 | 112496 | None | code06 | Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers not exceeding 150 mm thickness, well compacted using plate vibrators,
including all lead & lifts, cost of all materials of quality, labour, Usage charges ofmachinery, curing, and all the other appurtenances required to complete thework as per technical specifications.Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7460.4 | 7460.4 | 1.1 | False | None | None | False | None | False | 8206.44 | 0 |
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