1725003191000 | 0 | None | None | Roads | Construction of Asphalt road and deckslab at W.No 24 from km road to cmc member gurumallappa house. Construction of CC road and box drain at W.No 24 from Siddaiah house to vegetable kumaranna house and nagamani house kumara swamy house. cmc ckm | 3250782.01 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3884251 | 149215 | None | NO1 | Earth work in surface excavation by mechanical means for lowering &leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.(P.No:8, I.No:1.12 of KPWD Common S.R Vol-l) ---- road work | Sqm | 97.85 | 97.85 | 309.0 | False | None | None | False | None | False | 30235.65 | 0 | 3884252 | 149215 | None | NO2 | Construction of Embankment by excavating the available approved,Gravel/Murrum deposited at a place or borrow pits during or prior,excavation with all lifts and lead, transportation to site, spreading,,grading to required slope and compacting to meet the requirement,complete as per specifications, including cost of labour, rolling, water ,all, materials, usage& all other appurtenaces required to complete the work. (P.No:7, I.No:1.8 of KPWD Common S.R Vol-l) ---- road work | Cum | 488.22 | 488.22 | 201.405 | False | None | None | False | None | False | 98329.9491 | 0 | 3884253 | 149215 | None | NO3 | 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. (P.No:27, I.No:4.18, of KPWD Common S.R Vol-lll ---- road work | Cum | 3335.14 | 3335.14 | 205.5 | False | None | None | False | None | False | 685371.27 | 0 | 3884254 | 149215 | None | NO4 | 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 0.90 kg per m2 using mechanical means. (P.No:31, I.No:5.1 A (i), of KPWD Common S.R Vol-lll) ---- road work | Sqm | 42.23 | 42.23 | 1020.0 | False | None | None | False | None | False | 43074.6 | 0 | 3884255 | 149215 | None | NO5 | Tack coat on Granular surface treated with primer,Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (P.No:31, I.No:5.4 (ii), of KPWD Common S.R Vol-lll) ---- road work | Sqm | 14.42 | 14.42 | 1020.0 | False | None | None | False | None | False | 14708.4 | 0 | 3884256 | 149215 | None | NO6 | Bituminous Macadam Grading - I for traffic less 20 MSA,Providing and laying Bituminous Macadam with 100 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 at 3.3prcentage 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 (P.No:31, I.No:5.6 (i) B, of KPWD Common S.R Vol-lll) ---- road work | Cum | 7599.34 | 7599.34 | 51.0 | False | None | None | False | None | False | 387566.34 | 0 | 3884257 | 149215 | None | NO7 | Bituminous Concrete Grading I for traffic less20 MSA,Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30 at5.2 per cent of 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. 507 complete in all respects (P.No:36, I.No:5.14 B, of KPWD Common S.R Vol-lll) ---- road work | Cum | 10853.11 | 10853.11 | 25.5 | False | None | None | False | None | False | 276754.305 | 0 | 3884258 | 149215 | None | NO8 | Maintenance of Earth Shoulder (stripping excess soil),Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor(Note:The earth stripped from earthen shoulders to be dumped on the side slopes locally for disposal.)(P.No:91, I.No:10.3 of KPWD Common S.R Vol-lll) ---- road work | Sqm | 40.17 | 40.17 | 306.0 | False | None | None | False | None | False | 12292.02 | 0 | 3884259 | 149215 | None | NO9 | 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 (P.No:8, I.No:1.14.1 of KPWD Common S.R Vol-l) ---- road work | Cum | 105.06 | 105.06 | 203.4 | False | None | None | False | None | False | 21369.204 | 0 | 3884260 | 149215 | None | NO10 | 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 (P.No:15, I.No:2.1.2 of KPWD Common S.R Vol-l) ---- road work | Cum | 5833.92 | 5833.92 | 22.515 | False | None | None | False | None | False | 131350.7088 | 0 | 3884261 | 149215 | None | NO11 | 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 (P.No:16, I.No:2.4.2 of KPWD S.R Vol-l) ---- road work | Cum | 8792.13 | 8792.13 | 82.347 | False | None | None | False | None | False | 724005.52911 | 0 | 3884262 | 149215 | None | NO12 | 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. (P.No:18, I.No:2.11a , of KPWD Common S.R Vol-I) ---- road work | Tonne | 92140.71 | 92140.71 | 2.76 | False | None | None | False | None | False | 254308.3596 | 0 | 3884263 | 149215 | None | NO13 | 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 and 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 hudraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing)etc, commplete for PVC pipes 110mm dia, 6kg/sqcm & class 3 (P.No. 113 I No 10.1.7) CSR 2023-24 ---- road work | Mtr | 423.33 | 423.33 | 100.0 | False | None | None | False | None | False | 42333.0 | 0 | 3884264 | 149215 | None | NO14 | Providing 50 mm Dia HDPE Sleeve pipe with allied accessories at ferrule point of HSC to assist in regulating flow with allen key with appurtenances., complete.(P.No 109, I.No.9.22 C S.R2023-24,VOL5) ---- road work | Nos | 301.79 | 301.79 | 40.0 | False | None | None | False | None | False | 12071.6 | 0 | 3884265 | 149215 | None | NO15 | Providing and constructing un-reinforced plain cement concrete 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 aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer
of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (P.No:148, I.No:16.27, of KPWD Common S.R Vol-lll) ---- road work | Cum | 6565.22 | 6565.22 | 78.75 | False | None | None | False | None | False | 517011.075 | 0 |
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