| 1720680046000 | 1 | None | None | Roads | Construction of CC Road from Kannika Parameshwari Hanumatha Shetti House in Madhugiri Town Tumkur Dist (Reserved for SC Category) | 298841.63 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3506185 | 125450 | None | Code 001 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work | Cum | 285.56 | 285.56 | 4.5 | False | None | None | False | None | False | 1285.02 | 0 | | 3506186 | 125450 | None | Code 002 | 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 . | Cum | 6683.52 | 6683.52 | 0.9 | False | None | None | False | None | False | 6015.168 | 0 | | 3506187 | 125450 | None | Code 003 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 7539.02 | 7539.02 | 2.88 | False | None | None | False | None | False | 21712.3776 | 0 | | 3506188 | 125450 | None | Code 004 | Providing and laying in position Reinforced 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9388.08 | 9388.08 | 1.38 | False | None | None | False | None | False | 12955.5504 | 0 | | 3506189 | 125450 | None | Code 005 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, aping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. . | Kg | 105559.26 | 105559.26 | 0.143 | False | None | None | False | None | False | 15094.97418 | 0 | | 3506190 | 125450 | None | Code 006 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. | Sqm | 300.9 | 300.9 | 1.8 | False | None | None | False | None | False | 541.62 | 0 | | 3506191 | 125450 | None | Code 007 | 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 | 123.9 | 123.9 | 20.45 | False | None | None | False | None | False | 2533.755 | 0 | | 3506192 | 125450 | None | Code 008 | 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. | Cum | 559.32 | 559.32 | 20.45 | False | None | None | False | None | False | 11438.094 | 0 | | 3506193 | 125450 | None | Code 009 | Providing, laying, spreading and comp acting 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 | 3019.62 | 3019.62 | 13.64 | False | None | None | False | None | False | 41187.6168 | 0 | | 3506194 | 125450 | None | Code 010 | 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 mixerof 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 platevibrators 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 | 7521.32 | 7521.32 | 24.74 | False | None | None | False | None | False | 186077.4568 | 0 |
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