1707287719000 | 0 | None | None | Roads | Improvements ro Roads and Construction of CC Drain at N/s Side of Nadakerappa Industrial Area Main road (I0037) from Shrushruthi School road to SWD (13.00396835379800377.49713116213631) in Ward No. 25 (Old Ward No. 71). | 2661181.31 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2491009 | 75390 | None | CSR 2023-24, Volume-I, Page No.5, Item No.1.4.1 | 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. In all kinds of soils Depth upto 1.5 m Complete as per standard technical detailed specification and design and direction of the Engineer-in-Charge of the work. | Cum | 266.2 | 266.2 | 127.2 | False | None | None | False | None | False | 33860.64 | 0 | 2491010 | 75390 | None | CSR 2023-24, Volume-I, Page No.15, Item No.2.1.2 | 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 Using 40 mm nominal size graded crushed coarse aggregates Complete as per standard technical detailed specification and design and direction of the Engineer-in-Charge of the work. | Cum | 6230.4 | 6230.4 | 19.08 | False | None | None | False | None | False | 118876.032 | 0 | 2491011 | 75390 | None | CSR 2023-24, Volume-I, Page No.16, Item No.2.4.2 | 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 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 Complete as per standard technical detailed specification and design and direction of the Engineer-in-Charge of the work. | Cum | 6955.3 | 6955.3 | 46.11 | False | None | None | False | None | False | 320708.883 | 0 | 2491012 | 75390 | None | CSR 2023-24 | Adding Extra for Formwork, Centering & Shuttering for M20 Design Mix.As mentioned in Appendix in CSR 2023-24, Page No Additionalities for Formwork, Centering & Scaffolding Cement Concrete Drain Walls 35 percent with all lead and lift as per he directions of Engineer in Charge Complete as per standard technical detailed specification and design and direction of the Engineer-in-Charge of the work. | Cum | 2434.35 | 2434.35 | 46.11 | False | None | None | False | None | False | 112247.8785 | 0 | 2491013 | 75390 | None | P.No. 18, Sl.No.2.11.h, Vol-1, 2023-24 | 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. h.All other type of structures Complete as per standard technical detailed specification and design and direction of the Engineer-in-Charge of the work. | Tonne | 86912.1 | 86912.1 | 2.76 | False | None | None | False | None | False | 239877.396 | 0 | 2491014 | 75390 | None | CSR 2023-24, Volume-II, Page No.177, Item No.17.14 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete as per standard technical detailed specification and design and direction of the Engineer-in-Charge of the work. | Sqm | 1287.0 | 1287.0 | 95.4 | False | None | None | False | None | False | 122779.8 | 0 | 2491015 | 75390 | None | CSR 2023-24, Volume-I, Page No.5, Item No.1.1 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work. | Sqm | 100.1 | 100.1 | 1060.0 | False | None | None | False | None | False | 106106.0 | 0 | 2491016 | 75390 | None | CSR 2023-24, Volume-III, Page No.26, Item No. 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 surface and compacting with vibratory roller to achieve the desired density Complete as per standard technical detailed specification and design and direction of the Engineer-in-Charge of the work. | Cum | 2814.9 | 2814.9 | 243.8 | False | None | None | False | None | False | 686272.62 | 0 | 2491017 | 75390 | None | CSR 2023-24, Vol-III, Page No.31, Item No.5.1 | 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/m2 using mechanical means Complete as per standard technical detailed specification and design and direction of the Engineer-in-Charge of the work. | Sqm | 45.1 | 45.1 | 1060.0 | False | None | None | False | None | False | 47806.0 | 0 | 2491018 | 75390 | None | CSR 2023-24, Vol-III, Page No.32, Item No.5.6C | 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 Complete as per standard technical detailed specification and design and direction of the Engineer-in-Charge of the work. | Cum | 8208.2 | 8208.2 | 53.0 | False | None | None | False | None | False | 435034.6 | 0 | 2491019 | 75390 | None | CSR 2023-24, Vol-III, Page No.29, Item No.5.32 | Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Complete as per standard technical detailed specification and design and direction of the Engineer-in-Charge of the work. | Sqm | 13.2 | 13.2 | 1060.0 | False | None | None | False | None | False | 13992.0 | 0 | 2491020 | 75390 | None | CSR 2023-24, Vol-III, Page No.42, Item No.5.29A | Providing and laying Bituminous Concrete with not less than 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.78% Bitumen and waste plastic 8% of Bitumen 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 Complete as per standard technical detailed specification and design and direction of the Engineer-in-Charge of the work. | Cum | 11100.1 | 11100.1 | 31.8 | False | None | None | False | None | False | 352983.18 | 0 | 2491021 | 75390 | None | CSR 2023-24, Vol-III, Page No.57, Item No. 8.15 | 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 Complete as per standard technical detailed specification and design and direction of the Engineer-in-Charge of the work. | Sqm | 583.0 | 583.0 | 21.2 | False | None | None | False | None | False | 12359.6 | 0 | 2491022 | 75390 | None | CSR 2023-24, Volume-III, Page No.3, Item No.1.1 B | Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum Complete as per standard technical detailed specification and design and direction of the Engineer-in-Charge of the work. | Cum | 130.9 | 130.9 | 445.2 | False | None | None | False | None | False | 58276.68 | 0 |
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