| 1707331257000 | 0 | None | None | Other Works | Construction of CC Ropad Work from Srikanth House Chamundeshwari Bakery to Srikanth House at Ward No 26, Construction of Balance road work in Ranganatha Badavane 1st cross at ward no 01 and Construction of Drain work from CTRI 2nd cross to Savithramma Shop at ward No 21 withinHunsur CMC Limits | 2113936.41 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2503607 | 76067 | 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 | 269.1 | False | None | None | False | None | False | 26331.435 | 0 | | 2503608 | 76067 | 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
In all kinds of soils Depth upto 1.50 m (I.No.1.14.1 P.No 08 Commom SR 2023-24 Vol-I) | Cum | 105.06 | 105.06 | 24.3 | False | None | None | False | None | False | 2552.958 | 0 | | 2503609 | 76067 | 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 | 317.7 | False | None | None | False | None | False | 27814.635 | 0 | | 2503610 | 76067 | 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 | 2.88 | False | None | None | False | None | False | 17765.7696 | 0 | | 2503611 | 76067 | None | 3.7 | 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 (I.No.3.7 P.No 17 Commom SR 2023-24 Vol-III) | Cum | 108.15 | 108.15 | 134.55 | False | None | None | False | None | False | 14551.5825 | 0 | | 2503612 | 76067 | None | 3.1 | Providing, laying, spreading and compacting graded stoneaggregate to Wet Mix Macadam specification including premixing 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 | 201.83 | False | None | None | False | None | False | 531977.4591 | 0 | | 2503613 | 76067 | 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 | 7.44 | False | None | None | False | None | False | 65413.4472 | 0 | | 2503614 | 76067 | None | 16.28 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. .(I.No.16.28 P.No 149 Commom SR 2023-24 Vol-III) | Cum | 6956.62 | 6956.62 | 201.83 | False | None | None | False | None | False | 1404054.6146 | 0 | | 2503615 | 76067 | 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 | 0.252 | False | None | None | False | None | False | 20508.09516 | 0 | | 2503616 | 76067 | 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 ForPVC pipes 25mm dia, 10 kg/sqcm & class 5 (I.No.10.1.1 P.No 113 Commom SR 2023-24 Vol-V) | m | 49.44 | 49.44 | 60.0 | False | None | None | False | None | False | 2966.4 | 0 |
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