1723095580000 | 0 | None | None | Roads | Construction of CC road and drain in ward no 30 from prophesor Hanumantharayappa house to dayananada sagar house | 688899.29 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3719592 | 137746 | None | cmcsira01 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. M30 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8936.84 | 8936.84 | 16.2 | False | None | None | False | None | False | 144776.808 | 0 | 3719593 | 137746 | None | cmcsira02 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For drain work at the rate of 25percentage. | Cum | 2234.21 | 2234.21 | 16.2 | False | None | None | False | None | False | 36194.202 | 0 | 3719594 | 137746 | None | cmcsira03 | 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 - For Buildings | Cum | 108726.04 | 108726.04 | 1.62 | False | None | None | False | None | False | 176136.1848 | 0 | 3719595 | 137746 | None | cmcsira04 | 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 In all kinds of soils upto 300 mm depth | Cum | 115.46 | 115.46 | 25.0 | False | None | None | False | None | False | 2886.5 | 0 | 3719596 | 137746 | None | cmcsira05 | Compacting Original Ground, Compacting original ground supporting sub grade, 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 | Cum | 127.62 | 127.62 | 25.0 | False | None | None | False | None | False | 3190.5 | 0 | 3719597 | 137746 | None | cmcsira06 | 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. | Cum | 3110.21 | 3110.21 | 30.0 | False | None | None | False | None | False | 93306.3 | 0 | 3719598 | 137746 | None | cmcsira07 | 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 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. | Cum | 7746.96 | 7746.96 | 30.0 | False | None | None | False | None | False | 232408.8 | 0 |
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