| 1721489649000 | 0 | None | None | Other Works | Construction Of CC Road In Theggin Peti Sharanappa Makashi House To Kedagi Yallappanavr House At Ward No 09 | 442143.25 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3570334 | 129613 | None | 111 | KSRRB 300 - Excavation for road, drains and similar works KSRRB 300-1. Earthwork excavation by manual means in ordinary soil involving an average horizontal throw upto 2 meters and an average lift upto 0.5 m, excavated surface leveled and sides neatly dressed, the disposed earth to be leveled neatly after breaking of clods complete as per specifications. MORTH / Chapter 3 | Cum | 140.4 | 140.4 | 94.8 | False | None | None | False | None | False | 13309.92 | 0 | | 3570335 | 129613 | None | 222 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work | Cum | 78.75 | 78.75 | 94.8 | False | None | None | False | None | False | 7465.5 | 0 | | 3570336 | 129613 | None | 333 | KSRRB 300-Compaction KSRRB 300-58. Compaction of original ground with maximum of 6 passes of 8 to 10 tonnes power roller including filling in depression occuring during rolling including cost of all labour, HOM of machinery complete as per specifications. MORTH / Chapter 3 | Sqm | 6.48 | 6.48 | 316.0 | False | None | None | False | None | False | 2047.68 | 0 | | 3570337 | 129613 | None | 444 | KSRRB M300- Construction of Embankment with Material Gravel/ Murrum. KSRRB M300-53. Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300- 2 complete as per specifications.(Including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of proctors density) MORTH Specification No. 305 | Cum | 506.52 | 506.52 | 47.4 | False | None | None | False | None | False | 24009.048 | 0 | | 3570338 | 129613 | None | 555 | Construction of granular sub-base Grading-Vas Sub-base and drainage layer by providing coarse graded crushed stone aggregates of granite/ trap/basalt material, mixing in a mechanical mix plant at OMC, Carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the 98% proctor density, complete as per specifications. Clause 401 of MORTH V Revision | Cum | 1881.36 | 1881.36 | 47.4 | False | None | None | False | None | False | 89176.464 | 0 | | 3570339 | 129613 | None | 666 | KSRRB M600-2. Providing and Constructing un-reinforced, dowel jointed, plain cement Pavement Quality concrete for pavements using Grade concrete M40 having Flexural strength not less than 4.50 Mpa over a prepared base with OPC, coarse aggregate at 0.64 cum, fine aggregates at 0.36 cum,Coarse and fine aggregate conforming to IS:383- 2016 and Table 600-3 of MORTH V Revision, with Superplastizer at 3 Its conforming to IS 9103-2008. loading materials to batch mix plant by front end loader,mixed in a cement concrete batch mix plant as per approved mix design,transported to site in transit truck agitator 5 cum capacity, laid with Paver, compacted and finished in a continuous operation as per IRC-15 including cost for providing of contraction,expansion, co nstruction and longitudinal joints, joint filler, separation membrane of impermiable plastic sheet of 125 micron, groove cutting,sealant primer joint sealent, debonding strip,dowel bars at 9 kg/cum, tie rods at 1.15 kg/cum, admixtures as approved, curing compound, finishing to lines and grades, textured with texturing machine, and curing including cost of all materials, labour,hire charges of machineries, aII lead & lift charges etc., complete as per specifications. Clause 601of MORTH V Revision and IS 456 Table-5 with OPC at 420 kg/cum and coarse aggregate 0.64cum, fine aggregate 0.36cum using Concrete Batch mix Plant at 75 cum/hr capacity with Slip form paver with electronic sensor. | Cum | 6245.64 | 6245.64 | 47.4 | False | None | None | False | None | False | 296043.336 | 0 | | 3570340 | 129613 | None | 777 | KSRB 4-6.4 : Providing and removing centering, shuttering, strutting, propping etc., and removal of form work for vertical surface such as walls at any thickness, including attached pilasters, buttresses, plinth cills and string courses cost of all materials, labour complete as per specifications. Specification No. KBS 4.6.2 | Sqm | 386.64 | 386.64 | 26.1 | False | None | None | False | None | False | 10091.304 | 0 |
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