1720593495000 | 0 | None | None | Other Works | Construction of road and drain in Rajeev nagar hudco layout Yasgulla masjid ward no.11 | 2975303.38 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3501510 | 125173 | None | code1.14.1 | 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 (Common SR (Volume -1)-2023-24 Item No.1.14.1, Page No.8) | Cum | 126.37 | 126.37 | 248.0 | False | None | None | False | None | False | 31339.76 | 0 | 3501511 | 125173 | None | code2.1.2 | 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 (Common SR (Volume -1)-2023-24 Item No.1.14.1, Page No.8) | Cum | 7017.69 | 7017.69 | 13.05 | False | None | None | False | None | False | 91580.8545 | 0 | 3501512 | 125173 | None | code4.17 | 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 surfaceand compacting with vibratory roller to achieve the desired density.. (, It no-4.17) (S.R-2023-24)( volume-III) | Cum | 3170.6 | 3170.6 | 186.0 | False | None | None | False | None | False | 589731.6 | 0 | 3501513 | 125173 | None | code5.1 | 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 0.90 kg per m2using mechanical means.MORTH specification 502. (, It no-5.1) (S.R-2023-24 volume-III) | Sqm | 50.79 | 50.79 | 1240.0 | False | None | None | False | None | False | 62979.6 | 0 | 3501514 | 125173 | None | code5.6c | 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 @ 3.3% 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 (Vol-3, P-32, I.No-5.6C, S.R-2023-24) | Cum | 9245.41 | 9245.41 | 62.0 | False | None | None | False | None | False | 573215.42 | 0 | 3501515 | 125173 | None | code5.3 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broom ack coat on Bituminous surface MORTH specification 503(i)(It .no-5.3) (S.R-2023-24 volume-III) | Sqm | 14.86 | 14.86 | 3720.0 | False | None | None | False | None | False | 55279.2 | 0 | 3501516 | 125173 | None | code5.31 | 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. (It .no-5.31) (S.R-2023-24)( volume-III) | Cum | 12578.32 | 12578.32 | 93.0 | False | None | None | False | None | False | 1169783.76 | 0 | 3501517 | 125173 | None | code1.5.1 | 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 neatly dressed disposing off or leveling the excavated stuff or sorting & stacking the selected 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 ( Vol I, P-6, I.No.1.5.1 S.R 2023-24) | Cum | 370.46 | 370.46 | 31.2 | False | None | None | False | None | False | 11558.352 | 0 | 3501518 | 125173 | None | code2.4.2 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevantIS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) (VOL-1/I.N-2.4)Appendix I Additionalities for Formwork, Centering & Scaffolding, Foundation, Sub structure of Cross drainages for centering 5% on the Percentage on finished rate of concrete per m3(VOL-1/PG.NO-115/SL.NO-2)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (VOL-1/I.N-2.4.2) | Cum | 8203.91 | 8203.91 | 27.45 | False | None | None | False | None | False | 225197.3295 | 0 | 3501519 | 125173 | None | code2.11h | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification All other type of structures (Vol-1, P-18, I.No-2.11 h, S.R-2023-24) | Tonne | 97894.62 | 97894.62 | 0.85 | False | None | None | False | None | False | 83210.427 | 0 | 3501520 | 125173 | None | code1 | Providing and laying of hot applied thermoplastic compound2.5 mm thick including reflectorising glass beads @ 250 g/m2area, thickness of 2.5 mm is exclusive of surface applied glassbeads as per IRC:35:2015.The finished surface to be level,
uniform and free from streaks and holes. | Sqm | 656.67 | 656.67 | 124.0 | False | None | None | False | None | False | 81427.08 | 0 |
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