| 1718179616000 | 0 | None | None | Roads | W.NO.01 CONSTRUCTION OF ROAD FROM GURUNATH HOME TO NAVEEN HOME AT BHASKAR CIRCLE, W.NO.11 IMPROVEMENT OF ROAD FROM BHOOTESHWAR COLONY MAIN ROAD TO PRAKASH HEGDE HOME, W.NO.3 IMPROVEMENT OF ROAD FROM NIRMALA TEACHER HOME TO ROTARY HOSPITAL ROAD, W.NO.5 IMPROVEMENT OF ROAD FROM MARATIKOPPA MAIN ROAD TO SUBHASH NAGAR ANJANEYA TEMPLE ROAD. | 1057579.08 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3276586 | 113683 | None | 1.5.1 | 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 | 334.88 | 334.88 | 52.5 | False | None | None | False | None | False | 17581.2 | 0 | | 3276587 | 113683 | None | 3.5 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead | Sqm | 6.72 | 6.72 | 262.5 | False | None | None | False | None | False | 1764.0 | 0 | | 3276588 | 113683 | None | 3.1 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work | Cum | 95.2 | 95.2 | 52.5 | False | None | None | False | None | False | 4998.0 | 0 | | 3276589 | 113683 | None | 4.17 | 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 surfaceand compacting with vibratory roller to achieve the desired density. | Cum | 2866.08 | 2866.08 | 58.25 | False | None | None | False | None | False | 166949.16 | 0 | | 3276590 | 113683 | None | 4.17 | Prime Coat over WMM/WBM]. Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granularbase including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. | Sqm | 45.92 | 45.92 | 861.0 | False | None | None | False | None | False | 39537.12 | 0 | | 3276591 | 113683 | None | 16.28 | 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 M30 (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 alllead, 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. | Cum | 7564.48 | 7564.48 | 39.38 | False | None | None | False | None | False | 297889.2224 | 0 | | 3276592 | 113683 | None | 5.6(c) | 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 | Cum | 8357.44 | 8357.44 | 13.13 | False | None | None | False | None | False | 109733.1872 | 0 | | 3276593 | 113683 | None | 5.31 | Semi Dense Bituminous ConcreteProviding 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. | Cum | 11370.24 | 11370.24 | 6.56 | False | None | None | False | None | False | 74588.7744 | 0 | | 3276594 | 113683 | None | 5.14(c) | Bituminous Concrete Grading I for traffic 20 MSA, Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 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 | Cum | 11901.12 | 11901.12 | 23.94 | False | None | None | False | None | False | 284912.8128 | 0 | | 3276595 | 113683 | None | 3.6 | 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 | Cum | 552.16 | 552.16 | 33.77 | False | None | None | False | None | False | 18646.4432 | 0 | | 3276596 | 113683 | None | 2.11 | 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 | Tonne | 88492.32 | 88492.32 | 0.22 | False | None | None | False | None | False | 19468.3104 | 0 | | 3276597 | 113683 | None | 2.4.2 | 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 plasticizers, 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, labor, 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 | Cum | 9560.38 | 9560.38 | 2.25 | False | None | None | False | None | False | 21510.855 | 0 |
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