1718948682000 | 0 | None | None | Roads | Formation, Construction of Roads, RCC Drain, CS Plot Demarcation in sy. no. 1,5,6,7, 12 to 21 at Konadasapura Village, Bangalore East Taluk | 143391852.36 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3322339 | 116359 | None | Kona01 | Clearing and Grubbing Road Land - a. In area of light jungle
KSRRB 201: 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. | Sqm | 613.95 | 613.95 | 4160.67 | False | None | None | False | None | False | 2554443.3465 | 0 | 3322340 | 116359 | None | Kona02 | 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 | 120.51 | 120.51 | 138688.845 | False | None | None | False | None | False | 16713392.71095 | 0 | 3322341 | 116359 | None | Kona03 | Lead for transporting the excavated material - Add for lead for earth (1.28 Tonne / Cum) 8km
Loading and Unloading Stone Boulder / Stone aggregates / Sand / Kankar / Moorum. (Tipper 14 m3) | Cum | 254.87 | 254.87 | 2529.216 | False | None | None | False | None | False | 644621.28192 | 0 | 3322342 | 116359 | None | Kona04 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work - In all kinds of soils Depth upto 3 m | Cum | 129.39 | 129.39 | 3161.52 | False | None | None | False | None | False | 409069.0728 | 0 | 3322343 | 116359 | None | Kona05 | 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 | 601.27 | 601.27 | 1471.14 | False | None | None | False | None | False | 884552.3478 | 0 | 3322344 | 116359 | None | Kona06 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. Including cost of all labour complete as per specifications | Sqm | 202.96 | 202.96 | 632.304 | False | None | None | False | None | False | 128332.41984 | 0 | 3322345 | 116359 | None | Kona07 | Providing and laying in Position Plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately).Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. | Cum | 7773.72 | 7773.72 | 389.26 | False | None | None | False | None | False | 3025998.2472 | 0 | 3322346 | 116359 | None | Kona08 | 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. | Tonne | 113476.2 | 113476.2 | 77.4887 | False | None | None | False | None | False | 8793123.21894 | 0 | 3322347 | 116359 | None | Kona09 | Providing and laying in position Reinforced 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 plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts, cost of all materials of 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 & formwork to be paid separately).M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 9624.87 | 9624.87 | 1249.32 | False | None | None | False | None | False | 12024542.5884 | 0 | 3322348 | 116359 | None | Kona10 | 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 | 625.37 | 625.37 | 7555.86 | False | None | None | False | None | False | 4725208.1682 | 0 | 3322349 | 116359 | None | Kona11 | Construction of Granular Sub-Base of required grading as per design 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 desired density, complete as per clause 401. Granular Sub-Base Plant Mix Method Grading V. Materia. | Cum | 3154.76 | 3154.76 | 7360.68 | False | None | None | False | None | False | 23221178.8368 | 0 | 3322350 | 116359 | None | Kona12 | 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. Wet Mix Macadam (Plant mix method). | Cum | 3246.09 | 3246.09 | 9200.85 | False | None | None | False | None | False | 29866787.1765 | 0 | 3322351 | 116359 | None | Kona13 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90 kg per m2 using mechanical means.
Prime Coat over WMM/WBM. | Sqm | 52.05 | 52.05 | 36803.4 | False | None | None | False | None | False | 1915616.97 | 0 | 3322352 | 116359 | None | Kona14 | Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.5 per cent by weight of total 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. 505 complete in all respects. | Cum | 12390.71 | 12390.71 | 1840.17 | False | None | None | False | None | False | 22801012.8207 | 0 | 3322353 | 116359 | None | Kona15 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broo.Tack coat on Bituminous surface. | Sqm | 15.22 | 15.22 | 36803.4 | False | None | None | False | None | False | 560147.748 | 0 | 3322354 | 116359 | None | Kona16 | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30,5.4 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.Bituminous Concrete Grading II for traffic 20 MSA. | Cum | 13895.15 | 13895.15 | 920.085 | False | None | None | False | None | False | 12784719.08775 | 0 | 3322355 | 116359 | None | Kona17 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Sqm | 672.31 | 672.31 | 1314.6 | False | None | None | False | None | False | 883818.726 | 0 | 3322356 | 116359 | None | Kona18 | Supplying and fixing M15 grade precast cement concrete Kerb Stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge.(The cost of PCC shall be paid extra). 300 x300 x 150 mm size. - Kerb Stone | Mtr | 476.96 | 476.96 | 2054.0 | False | None | None | False | None | False | 979675.84 | 0 | 3322357 | 116359 | None | Kona19 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. Painting Two Coats on New Concrete Surfaces. (PCC Below Kerb) | Sqm | 138.27 | 138.27 | 616.2 | False | None | None | False | None | False | 85201.974 | 0 | 3322358 | 116359 | None | Kona20 | Providing and fixing RCC name board of size 1.35x0.60x0.04 m fixed in reinforced cement concrete poles of size 0.10x0.10x2.60m in cement concrete M 20 proportion using 20mm and down size graded metal machine mixed with 10mm dia main steel bars and 8mm dia stirpes as shown in drawing. The board shall be provided with 12mm thick cement plaster in cement mortar 1:4 on both the sides. The poles shall be embedded in the ground for a depth of 0.5 m with cement concrete M 10 proportion. The board shall be fixed as per the drawing and at the place indicated by the Engineer in charge of the work. The cost includes excavation, cost of all materials, cost of steel, painting, centering, transportation charges & fixing charges. | Nos | 7434.68 | 7434.68 | 12.0 | False | None | None | False | None | False | 89216.16 | 0 | 3322359 | 116359 | None | Kona21 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting | Nos | 941.23 | 941.23 | 320.0 | False | None | None | False | None | False | 301193.6 | 0 |
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