| 1724151737000 | 0 | None | None | Roads | Construction of BT road from Dr B R Ambedkar arch to Peddamma house and infront of nooriya masidi at 07th ward Construction of BT road from Bindappa house to Nagaraja house and suhas house to toppala channappa school at 11th ward Kamalapura (SC Category) | 1740314.45 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3820847 | 145365 | None | KML01 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. PWD Common SR 2023-24,Volume 1, Page No:10, Item No:1.17 | Cum | 275.1 | 275.1 | 45.0 | False | None | None | False | None | False | 12379.5 | 0 | | 3820848 | 145365 | None | KML02 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For PVC pipes 90mm dia., 6 kg/sqcm & class 3 WS Common SR 2023-24,Volume V, Page No:113, Item No:10.1.6 | Rmtr | 308.7 | 308.7 | 150.0 | False | None | None | False | None | False | 46305.0 | 0 | | 3820849 | 145365 | None | KML03 | 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 PWD Common SR 2023-24,Volume 1, Page No:7, Item No:1.10 | Cum | 168.0 | 168.0 | 37.5 | False | None | None | False | None | False | 6300.0 | 0 | | 3820850 | 145365 | None | KML04 | Compacting original ground supporting embankment : 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.K P W Department Volume-3 2023-24, Page No: 17 Item No:3.7 | Cum | 110.25 | 110.25 | 52.0 | False | None | None | False | None | False | 5733.0 | 0 | | 3820851 | 145365 | None | KML05 | 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 K P W Department Volume-3 2023-24, Page No: 26 Item No:4.1.7 | Cum | 2686.95 | 2686.95 | 41.6 | False | None | None | False | None | False | 111777.12 | 0 | | 3820852 | 145365 | None | KML06 | Prime Coat over WMM/WBM : Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning with mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means.K P W Department Volume-3 2023-24, Page No: 31 Item No:5.2 | Sqm | 55.65 | 55.65 | 847.5 | False | None | None | False | None | False | 47163.375 | 0 | | 3820853 | 145365 | None | KML07 | Bituminous Macadam Grading - I for traffic 20 MSA: Providing and laying Bituminous Macadam with 4060 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 K P W Department Volume-3 2023-24, Page No: 32 Item No:5.6.C | Cum | 7835.1 | 7835.1 | 42.38 | False | None | None | False | None | False | 332051.538 | 0 | | 3820854 | 145365 | None | KML08 | Tack coat on Bituminous surface: 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 K P W Department Volume-3 2023-24, Page No: 31 Item No:5.3 | Sqm | 12.6 | 12.6 | 847.5 | False | None | None | False | None | False | 10678.5 | 0 | | 3820855 | 145365 | None | KML09 | 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 binderVG-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. K P W Department Volume-3 2023-24, Page No: 43 Item No:5.31 | Cum | 10659.6 | 10659.6 | 21.19 | False | None | None | False | None | False | 225876.924 | 0 | | 3820856 | 145365 | None | KML10 | Construction of Subgrade and Earthen Shoulders: 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 K P W Department Volume-3 2023-24, Page No: 19 Item No:3.6 | Cum | 517.65 | 517.65 | 22.58 | False | None | None | False | None | False | 11688.537 | 0 | | 3820857 | 145365 | None | KML11 | 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. K P W Department Volume-3 2023-24, Page No: 67 Item No:8.15 | Sqm | 556.5 | 556.5 | 10.4 | False | None | None | False | None | False | 5787.6 | 0 | | 3820858 | 145365 | None | KML12 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. PWD Common SR 2023-24,Volume 1, Page No:10, Item No:1.17 | Cum | 275.1 | 275.1 | 39.0 | False | None | None | False | None | False | 10728.9 | 0 | | 3820859 | 145365 | None | KML13 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest
amendments and conveying to worksite, rolling and lowering into
trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For PVC pipes 90mm dia., 6 kg/sqcm & class 3 WS Common SR 2023-24,Volume V, Page No:113, Item No:10.1.6 | Rmtr | 308.7 | 308.7 | 130.0 | False | None | None | False | None | False | 40131.0 | 0 | | 3820860 | 145365 | None | KML14 | 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 PWD Common SR 2023-24,Volume 1, Page No:7, Item No:1.10 | Cum | 168.0 | 168.0 | 32.5 | False | None | None | False | None | False | 5460.0 | 0 | | 3820861 | 145365 | None | KML15 | Compacting original ground supporting embankment : 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.K P W Department Volume-3 2023-24, Page No: 17 Item No:3.7 | Cum | 110.25 | 110.25 | 80.0 | False | None | None | False | None | False | 8820.0 | 0 | | 3820862 | 145365 | None | KML16 | 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 K P W Department Volume-3 2023-24, Page No: 26 Item No:4.1.7 | Cum | 2686.95 | 2686.95 | 80.0 | False | None | None | False | None | False | 214956.0 | 0 | | 3820863 | 145365 | None | KML17 | Prime Coat over WMM/WBM : Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning with mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means.K P W Department Volume-3 2023-24, Page No: 31 Item No:5.2 | Sqm | 55.65 | 55.65 | 815.0 | False | None | None | False | None | False | 45354.75 | 0 | | 3820864 | 145365 | None | KML18 | Bituminous Macadam Grading - I for traffic 20 MSA: Providing and laying Bituminous Macadam with 4060 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 K P W Department Volume-3 2023-24, Page No: 32 Item No:5.6.C | Cum | 7835.1 | 7835.1 | 43.1 | False | None | None | False | None | False | 337692.81 | 0 | | 3820865 | 145365 | None | KML19 | Tack coat on Bituminous surface: 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 K P W Department Volume-3 2023-24, Page No: 31 Item No:5.3 | Sqm | 12.6 | 12.6 | 862.0 | False | None | None | False | None | False | 10861.2 | 0 | | 3820866 | 145365 | None | KML20 | 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 binderVG-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. K P W Department Volume-3 2023-24, Page No: 43 Item No:5.31 | Cum | 10659.6 | 10659.6 | 21.55 | False | None | None | False | None | False | 229714.38 | 0 | | 3820867 | 145365 | None | KML21 | Construction of Subgrade and Earthen Shoulders: 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 K P W Department Volume-3 2023-24, Page No: 19 Item No:3.6 | Cum | 517.65 | 517.65 | 8.25 | False | None | None | False | None | False | 4270.6125 | 0 | | 3820868 | 145365 | None | KML22 | 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. K P W Department Volume-3 2023-24, Page No: 67 Item No:8.15 | Sqm | 556.5 | 556.5 | 29.8 | False | None | None | False | None | False | 16583.7 | 0 |
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