| 1710584199000 | 0 | None | None | Roads | Improvement of roads in ward no 01 vivekanada nagar 17th cross road next school and 15th cross road, smt jyothi house to sri manjuntaha house,dodda junjappa bhadvane sri shivu house to sri ramachandra house roads and construction of drain and asphalting of ward 27 gattinabbe road to mahadeva school road in hosakote cmc limits | 4136571.32 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3127805 | 107420 | 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 KPWD SR-2023-2024,, Volume-1, P-9 Sl.No.1.14 | Cum | 105.06 | 105.06 | 405.6 | False | None | None | False | None | False | 42612.336 | 0 | | 3127806 | 107420 | None | code02 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work KPWD SR-SR-2023-2024,, , Volume-3, P-17 Sl.No.3.1 | Cum | 87.55 | 87.55 | 283.92 | False | None | None | False | None | False | 24857.196 | 0 | | 3127807 | 107420 | None | code03 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates KPWD SR-SR-2023-2024, Volume-1, P-58 Sl.No.2.1.3 | Cum | 6168.67 | 6168.67 | 40.56 | False | None | None | False | None | False | 250201.2552 | 0 | | 3127808 | 107420 | None | code04 | 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 relevant IS 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 to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates KPWD SR-SR-2023-2024, Volume-1, P-74 Sl.No.2.4.2 | Cum | 8792.13 | 8792.13 | 91.26 | False | None | None | False | None | False | 802369.7838 | 0 | | 3127809 | 107420 | None | code05 | 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 .(h)All other type of structures KPWD SR-2023-2024, Volume-1, P-18 Sl.No.2.11 | Tonne | 81381.33 | 81381.33 | 4.1067 | False | None | None | False | None | False | 334208.707911 | 0 | | 3127810 | 107420 | None | code06 | 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. KPWD SR-2023-2024, Volume-3, P-17Sl.No. 3.7 | Cum | 108.15 | 108.15 | 358.68 | False | None | None | False | None | False | 38791.242 | 0 | | 3127811 | 107420 | None | code07 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401. A. Plant Mix method (i) For Grading - I Material. KPWD SR-2023-24, Volume-3, P-23 Sl.No. 4.1(i) | Cum | 2562.64 | 2562.64 | 269.01 | False | None | None | False | None | False | 689375.7864 | 0 | | 3127812 | 107420 | None | code08 | 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 m3 2,394.00 uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. KPWD 2023-2024,Volume-3, P-26 Sl.No.4.17 | Cum | 2635.77 | 2635.77 | 269.01 | False | None | None | False | None | False | 709048.4877 | 0 | | 3127813 | 107420 | None | code09 | 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 m2 using mechanical means. KPWD SR-2023-2024,, Volume-3, P-31 Sl.No.5.1(i) | Sqm | 42.23 | 42.23 | 1793.4 | False | None | None | False | None | False | 75735.282 | 0 | | 3127814 | 107420 | None | code10 | 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. KPWD SR-2023-2024,, Volume-3, P-31 Sl.No.5.3 | Sqm | 11.33 | 11.33 | 1793.4 | False | None | None | False | None | False | 20319.222 | 0 | | 3127815 | 107420 | None | code11 | 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 KPWD SR-2023-2024 , Volume-3, P-33 Sl.No.5.8.C | Cum | 7585.95 | 7585.95 | 89.67 | False | None | None | False | None | False | 680232.1365 | 0 | | 3127816 | 107420 | None | code12 | 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. KPWD SR-2023-2024, Volume-3, P-145, Sl.No.5.31 1. as per issue rate on 20/10/2023 | Cum | 10456.56 | 10456.56 | 44.835 | False | None | None | False | None | False | 468819.8676 | 0 |
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