| 1719371225000 | 0 | None | None | Other Works | Construction of interlock at ward no-07 Tarakari premakka house to Srinivas house, Kalkunike Dhanalakshmi house to Shanidevara devasthana road and w.no- 19 Dinesh house to Narayana house, near Shanthakka house and Thimmappa house to Dodda ramegowda house CC drain work and Ningegowda house to Putti house interlock work at Hunsur CMC Limit | 1609209.38 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3353622 | 117994 | 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. (I.No.1.12 P.No 8 Commom SR 2023-24 Vol-III) | Cum | 97.85 | 97.85 | 178.75 | False | None | None | False | None | False | 17490.6875 | 0 | | 3353623 | 117994 | None | 1.4 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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 1.50 m (I.No.1.4 P.No 05 Commom SR 2023-24 Vol-I) | Cum | 249.26 | 249.26 | 51.0 | False | None | None | False | None | False | 12712.26 | 0 | | 3353624 | 117994 | None | 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (I.No.3.1 P.No 17 Commom SR 2023-24 Vol-III) | Cum | 87.55 | 87.55 | 181.68 | False | None | None | False | None | False | 15906.084 | 0 | | 3353625 | 117994 | None | 2.1.3 | 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 (I.No.2.1.3 P.No 15 Commom SR 2023-24 Vol-I) | Cum | 6168.67 | 6168.67 | 6.8 | False | None | None | False | None | False | 41946.956 | 0 | | 3353626 | 117994 | None | 4.17 | Providing, laying, spreading and compacting graded stoneaggregate to Wet Mix Macadam specification includingpremixing the Material with water at OMC in mechanical mixplant carriage of mixed Material by tipper to site, laying inuniform layers withpaver/grader in sub-base / base course onwell prepared surface and compacting with vibratory roller toachieve the desired density.(I.No.4.17 P.No 26 Commom SR 2023-24 Vol-III) | Cum | 2635.77 | 2635.77 | 77.1 | False | None | None | False | None | False | 203217.867 | 0 | | 3353627 | 117994 | None | 6.1 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing.(I.No.6.1 P.No 49 Commom SR 2023-24 Vol-III) | Cum | 5067.6 | 5067.6 | 60.3 | False | None | None | False | None | False | 305576.28 | 0 | | 3353628 | 117994 | 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 plasticisers, 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, labour, Usage charges of achinery, 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(I.No.2.4.2 P.No 17 Commom SR 2023-24 Vol-I) | Cum | 8792.13 | 8792.13 | 13.175 | False | None | None | False | None | False | 115836.31275 | 0 | | 3353629 | 117994 | None | 2.11 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure /Superstructure complete as per Drawing and Technical Specifications. (I.No.2.11h P.No 18 Commom SR 2023-24 Vol-I) | Tonne | 81381.33 | 81381.33 | 0.51 | False | None | None | False | None | False | 41504.4783 | 0 | | 3353630 | 117994 | None | 6.8.2 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (WMM/WBM Base to be paid separately as per relevant technical specification)(I.No.6.8.2 P.No 51 Commom SR 2023-24 Vol-III) | Sqm | 1195.83 | 1195.83 | 715.0 | False | None | None | False | None | False | 855018.45 | 0 |
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