| 1707328703000 | 0 | None | None | Other Works | Construction of Retaining wall to repair road near veerabadra house at ward no 29, Construction of Culvert and Drain work near papuzabi house at ward no 30 and Construction of drain work back side of jamiamaszid at ward no 31, within Hunsur CMC Limits | 380146.87 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2503516 | 76052 | None | 1.4.1 | 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, caut ion 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. (I.No.1.4.1 P.No 5 Commom SR 2023-24 Vol-III) | Cum | 249.26 | 249.26 | 14.0 | False | None | None | False | None | False | 3489.64 | 0 | | 2503517 | 76052 | None | 1.14.1 | 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
1.14.1(I.No.1.14.1 P.No 08 Commom SR 2023-24 Vol-III) | Cum | 105.06 | 105.06 | 46.04 | False | None | None | False | None | False | 4836.9624 | 0 | | 2503518 | 76052 | None | 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of wor (I.No.3.1 P.No 17 Commom SR 2023-24 Vol-III) | Cum | 87.55 | 87.55 | 20.41 | False | None | None | False | None | False | 1786.8955 | 0 | | 2503519 | 76052 | None | 2.1.4 | 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.2.1.4 P.No 15 Commom SR 2023-24 Vol-I) | Cum | 6168.67 | 6168.67 | 7.28 | False | None | None | False | None | False | 44907.9176 | 0 | | 2503520 | 76052 | None | 2.3.1 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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(I.No.2.3.1 P.No 16 Commom SR 2023-24 Vol-I) | Cum | 8792.13 | 8792.13 | 10.38 | False | None | None | False | None | False | 91262.3094 | 0 | | 2503521 | 76052 | 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 | 15.19 | False | None | None | False | None | False | 133552.4547 | 0 | | 2503522 | 76052 | None | 2.11h | 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 | 1.184 | False | None | None | False | None | False | 96355.49472 | 0 | | 2503523 | 76052 | None | 10.1.1 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. complete For (I.No.10.1.1 P.No 113 Commom SR 2023-24 Vol-V) | m | 49.44 | 49.44 | 80.0 | False | None | None | False | None | False | 3955.2 | 0 |
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