| 1726722447000 | 0 | None | None | Roads | Construction work of CC Road from Gooli Lokappa house to shiggad Ishwarappa house in Kodakani village at soraba TMC | 1178499.29 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4026695 | 156102 | None | B01 | Construction of unlined surface drains of average cross sectional area 0.40 m2 in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307. .(Vol - 3, Sl No.16.8b, Ref. to MoRD : IRC. 307, Pg.No.144) | m | 25.75 | 25.75 | 426.0 | False | None | None | False | None | False | 10969.5 | 0 | | 4026696 | 156102 | None | B02 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. (Vol - 3, Sl No.2.1, Ref. to MoRD : IRC. 201 a(iv), Pg.No.9) | Sqm | 1155.66 | 1155.66 | 5.11 | False | None | None | False | None | False | 5905.4226 | 0 | | 4026697 | 156102 | None | B03 | Earth work in surface excavation for stripping, seating of bund, Road way by
manual means for lowering & levelling the ground for all works other than
foundation & depth in Ordinary rock and soft rock upto 300mm depth as per
drawing and technical specifications, including setting out, barricading, caution
lights, including dressing of excavated surfaces, disposing off or levelling 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 .(Vol - 1, It.No.1.2, Pg.No. 05) | Cum | 592.25 | 592.25 | 223.65 | False | None | None | False | None | False | 132456.7125 | 0 | | 4026698 | 156102 | None | B04 | Compacting original ground supporting embankment. 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.(Vol - 3, It.No.3.7 , Pg.No. 17) | Cum | 108.15 | 108.15 | 111.83 | False | None | None | False | None | False | 12094.4145 | 0 | | 4026699 | 156102 | None | B05 | 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.(Vol - 1, It.No.1.8 , Pg.No. 7) | Cum | 488.22 | 488.22 | 111.83 | False | None | None | False | None | False | 54597.6426 | 0 | | 4026700 | 156102 | None | B06 | 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 inuniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.(Vol - 3, It.No.4.17 , Pg.No. 26) | Cum | 2635.77 | 2635.77 | 103.84 | False | None | None | False | None | False | 273698.3568 | 0 | | 4026701 | 156102 | None | B07 | Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3(75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately).(Vol - 3, It.No.6.6 , Pg.No. 51) | Cum | 6977.22 | 6977.22 | 95.85 | False | None | None | False | None | False | 668766.537 | 0 | | 4026702 | 156102 | None | B08 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge.(Vol - 3, Sl.No.4, MoRTH 602.6.3 Pg.No. 163) | m | 72.1 | 72.1 | 210.0 | False | None | None | False | None | False | 15141.0 | 0 | | 4026703 | 156102 | None | B09 | 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(Vol - 3, It.No.3.6 , Pg.No. 17) | Cum | 507.79 | 507.79 | 9.59 | False | None | None | False | None | False | 4869.7061 | 0 |
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