1709274934000 | 0 | None | None | Roads | Estimate for construction of Govt road adjacent Bharathiya yogadhama, utthanahalli, MUDA, Mysore | 4182768.03 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2867401 | 93437 | None | 001 | Asphalt Road Estimate: Clearing and Grubbing Road Land. Clearing and grubbing road land including uprooting rankvegetation, 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. By Mechanical Means using Dozer In area of thorny jungle. (Bharthiya Yogadhama Road) ---- with all lead, lift, loading and unloading charges complete as per specification and as directed by the Engineer in charge of the work. | Hectare | 168586.0 | 168586.0 | 0.087 | False | None | None | False | None | False | 14666.982 | 0 | 2867402 | 93437 | None | 002 | Asphalt Road Estimate: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. (Bharthiya Yogadhama Road) ---- with all lead, lift, loading and unloading charges complete as per specification and as directed by the Engineer in charge of the work. | Sqm | 4.0 | 4.0 | 1811.25 | False | None | None | False | None | False | 7245.0 | 0 | 2867403 | 93437 | None | 003 | Asphalt Road Estimate: Compacting Original Ground.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. ---- with all lead, lift, loading and unloading charges complete as per specification and as directed by the Engineer in charge of the work. | Cum | 87.0 | 87.0 | 271.69 | False | None | None | False | None | False | 23637.03 | 0 | 2867404 | 93437 | None | 004 | Asphalt Road Estimate: 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. (Bharthiya Yogadhama Road-Surface Drains)
---- with all lead, lift, loading and unloading charges complete as per specification and as directed by the Engineer in charge of the work. | Cum | 65.0 | 65.0 | 293.42 | False | None | None | False | None | False | 19072.3 | 0 | 2867405 | 93437 | None | 005 | Asphalt Road Estimate: 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 slopeand compacted to meet requirement of table No. 300-2. (Bharthiya Yogadhama Road-Sub Grade,Shoulders) ---- with all lead, lift, loading and unloading charges complete as per specification and as directed by the Engineer in charge of the work. | Cum | 413.0 | 413.0 | 1222.59 | False | None | None | False | None | False | 504929.67 | 0 | 2867406 | 93437 | None | 006 | Asphalt Road Estimate: 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. (Bharthiya Yogadhama Road-1st Layer,2nd Layer) ---- with all lead, lift, loading and unloading charges complete as per specification and as directed by the Engineer in charge of the work. | Cum | 2349.0 | 2349.0 | 456.435 | False | None | None | False | None | False | 1072165.815 | 0 | 2867407 | 93437 | None | 007 | Asphalt Road Estimate: 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 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. ---- with all lead, lift, loading and unloading charges complete as per specification and as directed by the Engineer in charge of the work. | Cum | 2394.0 | 2394.0 | 470.925 | False | None | None | False | None | False | 1127394.45 | 0 | 2867408 | 93437 | None | 008 | Asphalt Road Estimate: Prime Coat over WMM/WBM.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 0.70 kg per m2 using mechanical means. ---- with all lead, lift, loading and unloading charges complete as per specification and as directed by the Engineer in charge of the work. | Sqm | 42.0 | 42.0 | 1811.25 | False | None | None | False | None | False | 76072.5 | 0 | 2867409 | 93437 | None | 009 | Asphalt Road Estimate: Tack coat on Granular surface treated with primerProviding and applying tack coat with VG-10 Bitumen usingpressure distributor at the rate of 0.25 kg/m2 on the preparedGranular surface cleaned with mechanical broom ---- with all lead, lift, loading and unloading charges complete as per specification and as directed by the Engineer in charge of the work. | Sqm | 16.0 | 16.0 | 1811.25 | False | None | None | False | None | False | 28980.0 | 0 | 2867410 | 93437 | None | 010 | Asphalt Road Estimate: Bituminous Macadam Grading - II for traffic 20 MSA. 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 @ 3.4% 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. ---- with all lead, lift, loading and unloading charges complete as per specification and as directed by the Engineer in charge of the work. | Cum | 7525.0 | 7525.0 | 90.562 | False | None | None | False | None | False | 681479.05 | 0 | 2867411 | 93437 | None | 011 | Asphalt Road Estimate: Providing 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. ---- with all lead, lift, loading and unloading charges complete as per specification and as directed by the Engineer in charge of the work. | Cum | 9990.0 | 9990.0 | 45.281 | False | None | None | False | None | False | 452357.19 | 0 | 2867412 | 93437 | None | 012 | 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. ---- with all lead, lift, loading and unloading charges complete as per specification and as directed by the Engineer in charge of the work. | Sqm | 478.0 | 478.0 | 144.9 | False | None | None | False | None | False | 69262.2 | 0 | 2867413 | 93437 | None | 013 | CROSS DRAINAGE: 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. (Culvert 0.6m X 0.6M, 9.00 M) ---- with all lead, lift, loading and unloading charges complete as per specification and as directed by the Engineer in charge of the work. | Cum | 73.0 | 73.0 | 13.01 | False | None | None | False | None | False | 949.73 | 0 | 2867414 | 93437 | None | 014 | CROSS DRAINAGE: 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 & formworkshall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. (Culvert 0.6m X 0.6M, 9.00 M) ---- with all lead, lift, loading and unloading charges complete as per specification and as directed by the Engineer in charge of the work. | Cum | 5832.0 | 5832.0 | 2.295 | False | None | None | False | None | False | 13384.44 | 0 | 2867415 | 93437 | None | 015 | CROSS DRAINAGE: 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 coarseaggregates. (Culvert Head Walls-For Head Walls, For Vents, Parapet Walls) ---- with all lead, lift, loading and unloading charges complete as per specification and as directed by the Engineer in charge of the work. | Cum | 6445.0 | 6445.0 | 4.806 | False | None | None | False | None | False | 30974.67 | 0 | 2867416 | 93437 | None | 016 | CROSS DRAINAGE: 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. (Soild Slab Super structure-Culvert 0.6m X 0.6M, 9.00 M-For Deck Slab)
---- with all lead, lift, loading and unloading charges complete as per specification and as directed by the Engineer in charge of the work. | Cum | 7423.0 | 7423.0 | 2.7 | False | None | None | False | None | False | 20042.1 | 0 | 2867417 | 93437 | None | 017 | CROSS DRAINAGE: Supplying, Fitting and Placing TMT Fe550 bar Reinforcement in sub-structure complete as per Drawing and Technical Specifications. (Culvert 0.6m X 0.6M, 9.00 M-For Head Walls, Parapet Walls, For Deck Slab-Considering 100 Kg / cum)
---- with all lead, lift, loading and unloading charges complete as per specification and as directed by the Engineer in charge of the work. | Tonne | 88059.0 | 88059.0 | 0.456 | False | None | None | False | None | False | 40154.904 | 0 |
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