| 1721882085000 | 0 | None | None | Roads | Road and drain development work in front of Lawyer Dhananjay Kumars house construction of CC drain in front of Shashidharas house construction of CC drain in front of Nandas house at ward no 13 CC drain work from Narayanagowdas house to Shivappas house Construction of CC drain in front of Kumbar Govindas house | 1691503.84 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3612117 | 131282 | None | Page No. 17 Item No. 3.7 PWD CSR SR 2023-24 | 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.Page No. 17 Item No. 3.7 PWD CSR VOL-III SR 2023-24 | Cum | 108.15 | 108.15 | 141.6 | False | None | None | False | None | False | 15314.04 | 0 | | 3612118 | 131282 | None | Page No. 26 Item No. 4.17 PWD CSR SR 2023-24 | 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.Page No. 26 Item No. 4.17 PWD CSR VOL-III SR 2023-24 | Cum | 2635.77 | 2635.77 | 141.6 | False | None | None | False | None | False | 373225.032 | 0 | | 3612119 | 131282 | None | Page No. 31 Item No. 5.1 PWD CSR SR 2023-24 | roviding 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. Page No. 31 Item No. 5.1 PWD CSR VOL-III SR 2023-24 | Sqm | 42.23 | 42.23 | 944.0 | False | None | None | False | None | False | 39865.12 | 0 | | 3612120 | 131282 | None | Page No. 33 Item No. 5.8-C PWD CSR SR 2023-24 | 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 @ 3.4% by weight of mix, ransported to site, aid 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 Page No. 33 Item No. 5.8-C PWD CSR VOL-III SR 2023-24 | Cum | 7890.83 | 7890.83 | 47.2 | False | None | None | False | None | False | 372447.176 | 0 | | 3612121 | 131282 | None | Page No.43 Item No. 5.31 IRC- PWD CSR SR 2023-24 | Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates 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 asper MoRTH V revision Page No.43 Item No. 5.31 IRC-37:2018 PWD CSR VOL-III SR 2023-24 | Cum | 10456.56 | 10456.56 | 23.6 | False | None | None | False | None | False | 246774.816 | 0 | | 3612122 | 131282 | None | Page No 08 Item No. 1.14.1 PWD | 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 Page No. 08 Item No. 1.14.1 PWD CSR VOL-I SR 2023-24 | Cum | 105.06 | 105.06 | 103.59 | False | None | None | False | None | False | 10883.1654 | 0 | | 3612123 | 131282 | None | Page No 15 Item No. 2.1.2 PWD CSR | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates Page No. 15 Item No. 2.1.2 PWD CSR VOL-I SR 2023-24 | Cum | 5833.92 | 5833.92 | 10.9 | False | None | None | False | None | False | 63589.728 | 0 | | 3612124 | 131282 | None | Page No 18 Item No. 2.11 h PWD CSR | 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 Page No. 18 Item No. 2.11 h PWD CSR VOL-I SR 2023-24 | Tonne | 81381.33 | 81381.33 | 2.05 | False | None | None | False | None | False | 166831.7265 | 0 | | 3612125 | 131282 | None | Page No. 16 Item No. 2.4.2 PWD CSR | Providing and laying in position 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 necessary, 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Page No. 16 Item No. 2.4.2 PWD CSR VOL-I SR 2023-24 | Cum | 6828.84 | 6828.84 | 34.42 | False | None | None | False | None | False | 235048.6728 | 0 | | 3612126 | 131282 | None | Page No.7 Item No. 1.10 PWD CSR VOL-I SR 2023-24 | 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 Page No.7 Item No. 1.10 PWD CSR VOL-I SR 2023-24 | Cum | 164.8 | 164.8 | 40.8 | False | None | None | False | None | False | 6723.84 | 0 | | 3612127 | 131282 | None | Page No. 08 Item No. 1.14.1 PWD CSR SR 2023-24 | 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 Page No. 08 Item No. 1.14.1 PWD CSR VOL-I SR 2023-24 | Cum | 105.06 | 105.06 | 32.0 | False | None | None | False | None | False | 3361.92 | 0 | | 3612128 | 131282 | None | Page No. 26 Item No. 4.17 PWD CSR SR 2023-24 | 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.Page No. 26 Item No. 4.17 PWD CSR VOL-III SR 2023-24 | Cum | 2635.77 | 2635.77 | 16.0 | False | None | None | False | None | False | 42172.32 | 0 | | 3612129 | 131282 | None | Page No. 149 Item No. 16.27 PWD CSR SR 2023-24 | Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregatesconforming to IS:383:2016, maximum size of coarseaggregate not exceeding 25 mm, mixed in a concrete mixerof not less than 0.2 cum capacity and appropriate weighbatcher using approved mix design, laid in approved fixedside formwork (steel channel, laying and fixing of 125 micronthick polythene film, wedges, steel plates including levellingthe formwork as per drawing), spreading the concrete withshovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concreteslabs for 14-days, and water finishing to lines and grade asper drawing and technical specification clause 1501 with alllead, lifts, loading & unloading charges, cost and conveyanceof all materials, labour, equipments etc., complete. as per thedirections of the Engineer-in-charge of the work.Page No. 149 Item No. 16.27 PWD CSR VOL-III SR 2023-24 | Cum | 6565.22 | 6565.22 | 16.0 | False | None | None | False | None | False | 105043.52 | 0 | | 3612130 | 131282 | None | Bwssb SR23-24 I.no 10.14 page no 120 Vol v | Providing and installing at site of work P.V.C. pipes including cost of pipesand specials and labour, including lowering into trenches, laying trueto line, level and perfect linking at joints leak proof including jointingof approved type with all labour charges and all lift charges, handlingcharges including encasing the pipe around to a depth not less than15 cms with gravel or selected earth available from the excavation etc complete.6 Kgm2: 63mm weight of pipe -0.662 kg 10.14.8 .Bwssb SR23-24 I.no 10.14 page no 120 Vol v . | m | 143.17 | 143.17 | 25.0 | False | None | None | False | None | False | 3579.25 | 0 | | 3612131 | 131282 | None | Bwssb SR23-24 I.no 10.14 page no 120 Vol v | Providing and installing at site of work P.V.C. pipes including cost of pipesand specials and labour, including lowering into trenches, laying trueto line, level and perfect linking at joints leak proof including jointingof approved type with all labour charges and all lift charges, handlingcharges including encasing the pipe around to a depth not less than15 cms with gravel or selected earth available from the excavation etc complete. 90mm weight of pipe -1.313 kg .Bwssb SR23-24 I.no 10.14 page no 120 Vol v | m | 265.74 | 265.74 | 25.0 | False | None | None | False | None | False | 6643.5 | 0 |
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