| 1726313570000 | 0 | None | None | Roads | Construction of road from Kurugal main road matt to Venkateshappas house and construction of Asphalt road from RO plant to school on the same road | 839946.46 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4008335 | 155136 | None | Code01 | 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 all kinds of soils Depth upto 3 m | Cum | 105.06 | 105.06 | 62.0 | False | None | None | False | None | False | 6513.72 | 0 | | 4008336 | 155136 | None | Code02 | 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. | Cum | 108.15 | 108.15 | 30.0 | False | None | None | False | None | False | 3244.5 | 0 | | 4008337 | 155136 | None | Code03 | Wet Mix Macadam (Plant mix method) : Providing, laying, spreading and compacting graded stone aggregate 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. | Cum | 2635.77 | 2635.77 | 43.0 | False | None | None | False | None | False | 113338.11 | 0 | | 4008338 | 155136 | None | Code04 | Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means | Sqm | 42.23 | 42.23 | 200.0 | False | None | None | False | None | False | 8446.0 | 0 | | 4008339 | 155136 | None | Code05 | Providing and laying Bituminous Macadam with 120 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% 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 (P.N.31, Sl.No.5.6A) Vol-3 | Cum | 7762.08 | 7762.08 | 34.0 | False | None | None | False | None | False | 263910.72 | 0 | | 4008340 | 155136 | None | Code06 | Providing and applying tack coat with Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom ( Page no.31, I.No.5.3) Vol-3 | Sqm | 12.36 | 12.36 | 1200.0 | False | None | None | False | None | False | 14832.0 | 0 | | 4008341 | 155136 | None | Code07 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.(Ref. to MoRT&H Spec irc37 Pwd SR 2021-22 P No 43,I-5.31.)Vol-3 | Cum | 10456.56 | 10456.56 | 36.0 | False | None | None | False | None | False | 376436.16 | 0 | | 4008342 | 155136 | None | Code08 | Providing and constructing un-reinforced plain cement concrete avement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse ggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work.(PWD SR 2023-24 VOL 3 P-148, S.No.16.28) | Cum | 6956.62 | 6956.62 | 6.0 | False | None | None | False | None | False | 41739.72 | 0 | | 4008343 | 155136 | None | Code09 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | Cum | 425.39 | 425.39 | 27.0 | False | None | None | False | None | False | 11485.53 | 0 |
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