1726566699000 | 0 | None | None | Roads | Construction of Road from CDPO office to Mahadev Udagave and Ganesh temple to Manjunath Hugar House works in Town Panchayat KAGWAD Limits of Belagavi District under Chief Minister Amrut Nagarothana(Municipality) Phase-4 | 2764083.77 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4014296 | 155514 | None | code01 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means usingHydraulic excavator with in all lifts and lead.PWD Common DSR 2023-2024 Vol 3 I.No.3.5 | Sqm | 6.3 | 6.3 | 862.5 | False | None | None | False | None | False | 5433.75 | 0 | 4014297 | 155514 | None | code02 | 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 | Cum | 240.45 | 240.45 | 207.0 | False | None | None | False | None | False | 49773.15 | 0 | 4014298 | 155514 | None | code03 | 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.PWD Common DSR 2023-2024 Vol.3(P.NO.17,I.No.3.7) | Cum | 110.25 | 110.25 | 138.0 | False | None | None | False | None | False | 15214.5 | 0 | 4014299 | 155514 | None | code04 | 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.PWD Common DSR 2023-2024 Vol.3(P.NO.17,I.No.3.6) | Cum | 517.65 | 517.65 | 51.75 | False | None | None | False | None | False | 26788.3875 | 0 | 4014300 | 155514 | None | code05 | 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.PWD Common DSR 2023-2024 Vol.3(P.NO.26,I.No.4.17) | Cum | 2686.95 | 2686.95 | 138.0 | False | None | None | False | None | False | 370799.1 | 0 | 4014301 | 155514 | None | code06 | Prime Coat over WMM/WBM
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 Common DSR 2023-2024 Vol.3(P.NO.31,I.No.5.1) | Sqm | 43.05 | 43.05 | 862.5 | False | None | None | False | None | False | 37130.625 | 0 | 4014302 | 155514 | None | code07 | Providing and applying tack coat with VG-10 Bitumen usingpressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom.PWD Common DSR 2023-2024 Vol.3(P.NO.43,I.No.5.32) | Sqm | 12.6 | 12.6 | 862.5 | False | None | None | False | None | False | 10867.5 | 0 | 4014303 | 155514 | None | code08 | Bituminous Macadam Grading - II for traffic 20 MSA,Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 4.5 per cent by weight of total 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. 505 complete in all respects.PWD Common DSR 2023-2024 Vol.3 P.NO.35,I.No.5.12.C | Cum | 9921.45 | 9921.45 | 43.13 | False | None | None | False | None | False | 427912.1385 | 0 | 4014304 | 155514 | None | code09 | Semi Dense Bituminous Concrete: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.IRC-37,2018.PWD Common DSR 2023-2024 Vol.3(P.NO.43,I.No.5.31) | Cum | 10659.6 | 10659.6 | 21.56 | False | None | None | False | None | False | 229820.976 | 0 | 4014305 | 155514 | None | code10 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.PWD Common DSR 2023-2024 Vol.3(P.NO.67,I.No.8.15) | Sqm | 556.5 | 556.5 | 46.0 | False | None | None | False | None | False | 25599.0 | 0 | 4014306 | 155514 | None | code11 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means usingHydraulic excavator with in all lifts and lead.PWD Common DSR 2023-2024 Vol 3(I.No.3.5) | Sqm | 6.3 | 6.3 | 1200.0 | False | None | None | False | None | False | 7560.0 | 0 | 4014307 | 155514 | None | code12 | 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 | Cum | 240.45 | 240.45 | 270.0 | False | None | None | False | None | False | 64921.5 | 0 | 4014308 | 155514 | None | code13 | 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.PWD Common DSR 2023-2024 Vol.3(P.NO.17,I.No.3.7) | Cum | 110.25 | 110.25 | 180.0 | False | None | None | False | None | False | 19845.0 | 0 | 4014309 | 155514 | None | code14 | 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.PWD Common DSR 2023-2024 Vol.3(P.NO.17,I.No.3.6) | Cum | 517.65 | 517.65 | 67.5 | False | None | None | False | None | False | 34941.375 | 0 | 4014310 | 155514 | None | code15 | 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.PWD Common DSR 2023-2024 Vol.3(P.NO.26,I.No.4.17) | Cum | 2686.95 | 2686.95 | 180.0 | False | None | None | False | None | False | 483651.0 | 0 | 4014311 | 155514 | None | code16 | Prime Coat over WMM/WBM
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 Common DSR 2023-2024 Vol.3(P.NO.31,I.No.5.1) | Sqm | 43.05 | 43.05 | 1125.0 | False | None | None | False | None | False | 48431.25 | 0 | 4014312 | 155514 | None | code17 | Providing and applying tack coat with VG-10 Bitumen usingpressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom.PWD Common DSR 2023-2024 Vol.3(P.NO.43,I.No.5.32) | Sqm | 12.6 | 12.6 | 1125.0 | False | None | None | False | None | False | 14175.0 | 0 | 4014313 | 155514 | None | code18 | Bituminous Macadam Grading - II for traffic 20 MSA,Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total 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. 505 complete in all respects.PWD Common DSR 2023-2024 Vol.3(P.NO.35,I.No.5.12.C) | Cum | 9921.45 | 9921.45 | 56.25 | False | None | None | False | None | False | 558081.5625 | 0 | 4014314 | 155514 | None | code19 | Semi Dense Bituminous Concrete: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.IRC-37,2018.PWD Common DSR 2023-2024 Vol.3(P.NO.43,I.No.5.31) | Cum | 10659.6 | 10659.6 | 28.12 | False | None | None | False | None | False | 299747.952 | 0 | 4014315 | 155514 | None | code20 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface:Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/ m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.PWD Common DSR 2023-2024 Vol.3(P.NO.67,I.No.8.15) | Sqm | 556.5 | 556.5 | 60.0 | False | None | None | False | None | False | 33390.0 | 0 |
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