| 1724226248000 | 0 | None | None | Roads | ASPHALTING OF ROAD FROM KHB MAIN ROAD TO KISHOR PAWAR HOME AT W NO.07, RE-ASPHALTING OF ROAD FROM VENKATARAMAN HEGDE AND SHANBHAG HOME TO VIDYAGIRI MAIN ROAD AT W.NO.09, ASPHALTING OF ROAD FROM ISMILE HOME TO CIRCLE AT W.NO.18 AND CONSTRUCTION OF ROAD FROM LADWA HOME TO JAYASHRI NAIK HOME AT W. NO.23. | 1261965.96 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3826210 | 145706 | None | 1.12 | 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. | Cum | 106.4 | 106.4 | 84.5475 | False | None | None | False | None | False | 8995.854 | 0 | | 3826211 | 145706 | None | 3.5 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead | Sqm | 6.72 | 6.72 | 304.0 | False | None | None | False | None | False | 2042.88 | 0 | | 3826212 | 145706 | None | 4.17 | 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 surfaceand compacting with vibratory roller to achieve the desired density. | Cum | 2866.08 | 2866.08 | 78.12 | False | None | None | False | None | False | 223898.1696 | 0 | | 3826213 | 145706 | None | 4.17 | Prime Coat over WMM/WBM]. Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granularbase including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. | Sqm | 45.92 | 45.92 | 1208.2 | False | None | None | False | None | False | 55480.544 | 0 | | 3826214 | 145706 | None | 2.1.2 | 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 | 6343.68 | 6343.68 | 0.975 | False | None | None | False | None | False | 6185.088 | 0 | | 3826215 | 145706 | None | 2.11 | 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.All other type of structures | Tonne | 88492.32 | 88492.32 | 0.5006 | False | None | None | False | None | False | 44299.255392 | 0 | | 3826216 | 145706 | None | 2.4.2 | Providing and laying in position 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 plasticizers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labor, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications,M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9560.38 | 9560.38 | 6.075 | False | None | None | False | None | False | 58079.3085 | 0 | | 3826217 | 145706 | None | 5.6 | Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | Cum | 8357.44 | 8357.44 | 60.41 | False | None | None | False | None | False | 504872.9504 | 0 | | 3826218 | 145706 | None | 5.31 | Semi Dense Bituminous ConcreteProviding and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. | Cum | 11370.24 | 11370.24 | 30.205 | False | None | None | False | None | False | 343438.0992 | 0 | | 3826219 | 145706 | None | 1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 297.92 | 297.92 | 1.125 | False | None | None | False | None | False | 335.16 | 0 | | 3826220 | 145706 | None | 3.1 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work | Cum | 95.2 | 95.2 | 39.14 | False | None | None | False | None | False | 3726.128 | 0 | | 3826221 | 145706 | None | 3.6 | Construction of Subgrade and Earthen Shoulders. Cons ruction 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 | 552.16 | 552.16 | 19.22 | False | None | None | False | None | False | 10612.5152 | 0 |
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