| 1706674384000 | 0 | None | None | Roads | Reasphalting of Bad Reaches roads at 5th, 6th and cross road of Kanakanagar and Reconstruction of Concrete road at Kananakanagar and Faizabad cross road in Ward No 205 Yelechenahalli | 8383925.88 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2344575 | 69375 | None | 001 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock pilling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. (PWD SR 2023-24 of Vol -3, Page No.12, I No.2.19 ) | Cum | 619.3 | 619.3 | 343.0 | False | None | None | False | None | False | 212419.9 | 0 | | 2344576 | 69375 | None | 002 | 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 (P.No.8,I.No.1.12, Vol.1) | Cum | 104.5 | 104.5 | 588.0 | False | None | None | False | None | False | 61446.0 | 0 | | 2344577 | 69375 | None | 003 | Providing,laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of 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.(PWD SR 2023-24 of Vol 3,Page No.26, I No.4.17 ) | Cum | 2814.9 | 2814.9 | 108.1 | False | None | None | False | None | False | 304290.69 | 0 | | 2344578 | 69375 | None | 004 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.(P.No.49,Sl.No.6.1,Vol.3) | Cum | 5412.0 | 5412.0 | 480.75 | False | None | None | False | None | False | 2601819.0 | 0 | | 2344579 | 69375 | None | 005 | Plain cement Pavement quality M30 grade concrete (RMC) with OPC and GGBS laid without paver. Construction of un-reinforced Plain cement concrete pavement using 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. 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 and lift, loading charges as per specification & direction of Engineer incharge of the work. (Groove cutting shall be paid seperately) (P.No.51,I.No.6.6, Vol.3) | Cum | 7451.4 | 7451.4 | 480.75 | False | None | None | False | None | False | 3582260.55 | 0 | | 2344580 | 69375 | None | 006 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means.(PWD SR 2023-24 of Vol 3,Page No.31, I No.5.1) | Sqm | 45.1 | 45.1 | 470.0 | False | None | None | False | None | False | 21197.0 | 0 | | 2344581 | 69375 | None | 007 | Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction (PWD SR 2023-24 of Vol -3, Page No.33, I No.5.8.C ) | Cum | 8427.1 | 8427.1 | 37.6 | False | None | None | False | None | False | 316858.96 | 0 | | 2344582 | 69375 | None | 008 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (PWD SR 2023-24, Of Vol 3,Page No.31. I No.5.3 ) | Sqm | 13.2 | 13.2 | 2820.0 | False | None | None | False | None | False | 37224.0 | 0 | | 2344583 | 69375 | None | 009 | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, at 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.Bituminous Concrete Grading II for traffic 20 MSA. | Cum | 12049.4 | 12049.4 | 98.7 | False | None | None | False | None | False | 1189275.78 | 0 | | 2344584 | 69375 | None | 010 | Road Marking with Hot Applied Thermoplastic compound with Reflectrising Glass beads on Bituminous surface. Providing and laying of Hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads at 250gm/sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35:2005,. The finished surface to be level, uniform and free from streaks and holes.(PWD SR 2023-24 of Vol-3,Page No.67. I No.8.15 ) | Sqm | 583.0 | 583.0 | 98.0 | False | None | None | False | None | False | 57134.0 | 0 |
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