| 1706674991000 | 0 | None | None | Roads | Improvements to drains and Construction of Cuvlerts at M.S.Ramaiah City layout in ward no 207 RBI layout | 8386416.44 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2344601 | 69378 | None | 001 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m. | Cum | 266.2 | 266.2 | 938.0 | False | None | None | False | None | False | 249695.6 | 0 | | 2344602 | 69378 | None | 002 | 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 1:4:8( M5) Using 40 mm and down size graded crushed coarse aggregates | Cum | 6230.4 | 6230.4 | 139.98 | False | None | None | False | None | False | 872131.392 | 0 | | 2344603 | 69378 | None | 003 | 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 | 9389.65 | 9389.65 | 268.38 | False | None | None | False | None | False | 2519994.267 | 0 | | 2344604 | 69378 | None | 004 | 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.(c).Sub structure of Bridges | Tonne | 95076.3 | 95076.3 | 15.0129 | False | None | None | False | None | False | 1427370.98427 | 0 | | 2344605 | 69378 | None | 005 | Providing and fixing precast reinforced cement concrete covering slabs of 10cm thick made out of M25 with OPC cement @340kgs/Cum, with 20mm down size graded metal coarse aggregates @ 0.70cum and fine aggregates & 0.74cum with superplasticizers machine mixed including providing and removing centering, shuttering, strutting, propping etc., for edges of slabs with TMT steel (Fe 500) cost & reinforcement charges, including pointing with CM 1:3 finishing as required with cost of all materials, labour all lead and lift HOM of machinery curing including cost of reinforcement etc., complete as directed by the Engineer in charge of the work (Excluding GST and Area Leading Charges)(Approved Rate Analysis copy enclosed) | Sqm | 1923.9 | 1923.9 | 738.0 | False | None | None | False | None | False | 1419838.2 | 0 | | 2344606 | 69378 | None | 006 | Providing and fixing precast reinforced cement concrete covering slabs of 25cm thick made out of M25 with OPC cement @340kgs/Cum, with 20mm down size graded metal coarse aggregates @ 0.70cum and fine aggregates & 0.74cum with superplasticizers machine mixed including providing and removing centering, shuttering, strutting, propping etc., for edges of slabs with TMT steel (Fe 500) cost & reinforcement charges, including pointing with CM 1:3 finishing as required with cost of all materials, labour all lead and lift HOM of machinery curing including cost of reinforcement etc., complete as directed by the Engineer in charge of the work (Excluding GST and Area Leading Charges)(Approved Rate Analysis copy enclosed) | Sqm | 6781.5 | 6781.5 | 28.79 | False | None | None | False | None | False | 195239.385 | 0 | | 2344607 | 69378 | None | 007 | 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 | 104.5 | 104.5 | 115.19 | False | None | None | False | None | False | 12037.355 | 0 | | 2344608 | 69378 | None | 008 | Providing, laying, spreading and compacting graded stone aggregate mixed with cement to crushed stone treated base 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 in sub base / base course on well prepared surface and compacting with vibratary roller to achieve the desired density. (Laying using Mechanical paver) | Cum | 3561.8 | 3561.8 | 86.4 | False | None | None | False | None | False | 307739.52 | 0 | | 2344609 | 69378 | None | 009 | 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 | 45.1 | 45.1 | 384.0 | False | None | None | False | None | False | 17318.4 | 0 | | 2344610 | 69378 | None | 010 | 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 | Cum | 8427.1 | 8427.1 | 19.2 | False | None | None | False | None | False | 161800.32 | 0 | | 2344611 | 69378 | None | 011 | 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 | 13.2 | 13.2 | 2304.0 | False | None | None | False | None | False | 30412.8 | 0 | | 2344612 | 69378 | None | 012 | 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, at 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 | 12049.4 | 12049.4 | 80.64 | False | None | None | False | None | False | 971663.616 | 0 | | 2344613 | 69378 | None | 013 | 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 | 583.0 | 583.0 | 76.8 | False | None | None | False | None | False | 44774.4 | 0 | | 2344614 | 69378 | None | 014 | Loading and Unloading of Stone Boulder/Stone aggregates /Sand/ Kankar/ Moorum.(Tipper 5.5 m3) | Cum | 148.5 | 148.5 | 1053.2 | False | None | None | False | None | False | 156400.2 | 0 |
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