1725004671000 | 0 | None | None | Buildings | Construction of Compound wall and other development works to Dr. B.R Ambedkar Post Metric Hostel for Girls in Hunsur CMC Limit | 423393.81 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3884681 | 149241 | None | Code01 | 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 | 25.2 | False | None | None | False | None | False | 2465.82 | 0 | 3884682 | 149241 | None | Code02 | 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 | 17.28 | False | None | None | False | None | False | 1815.4368 | 0 | 3884683 | 149241 | None | Code03 | 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 | 249.26 | 249.26 | 11.97 | False | None | None | False | None | False | 2983.6422 | 0 | 3884684 | 149241 | None | Code04 | 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) | Sqm | 6168.67 | 6168.67 | 16.251 | False | None | None | False | None | False | 100247.05617 | 0 | 3884685 | 149241 | None | Code05 | 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 | 6.52 | False | None | None | False | None | False | 57324.6876 | 0 | 3884686 | 149241 | None | Code06 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (I.No. 5.4.1 P.No.9 of COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP) Vol-II | Cum | 6580.67 | 6580.67 | 6.588 | False | None | None | False | None | False | 43353.45396 | 0 | 3884687 | 149241 | None | Code07 | Providing and laying in position Cement Concrete for all Foundation works. The granite /trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the 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. 2.2.1.1 P.No.15 of COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP) Vol-I | Cum | 6799.39 | 6799.39 | 3.0807 | False | None | None | False | None | False | 20946.880773 | 0 | 3884688 | 149241 | None | Code08 | Filling available excavated earth (excluding rock) in trenches, plinth,
sides of foundations and other similar works etc. in layers not exceeding
20cm in depth, consolidating each deposited layer by ramming and
watering, lead up to 50 m and lift upto 1.5 m.(I.No.1.9.14.P.No 7 )COMMON SCHEDULE OF RATES 2023-24 Vol-1 | Cum | 210.12 | 210.12 | 15.67 | False | None | None | False | None | False | 3292.5804 | 0 | 3884689 | 149241 | None | Code09 | 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 | 0.43 | False | None | None | False | None | False | 34993.9719 | 0 | 3884690 | 149241 | None | Code10 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005
including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (I.No. 6.33 P.No.17 of COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP) Vol-II | Sqm | 1267.93 | 1267.93 | 13.5 | False | None | None | False | None | False | 17117.055 | 0 | 3884691 | 149241 | None | Code11 | Providing 18 mm cement plaster in two coats under layer 12 mm thick cement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and a top layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement : 3 coarse sand) finished rough with sponge to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge..(I.No. 8.9 P.No.42 of COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP) Vol-II | Sqm | 396.55 | 396.55 | 30.59 | False | None | None | False | None | False | 12130.4645 | 0 | 3884692 | 149241 | None | Code12 | 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 M20 (Grade), coarse and fine aggregates
conforming to IS:383:2016, 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 (I.No16.27 P.No148 of COMMON SCHEDULE OF RATES 2022 TECHNICAL WORKING GROUP) Vol-III | Cum | 6565.22 | 6565.22 | 18.9 | False | None | None | False | None | False | 124082.658 | 0 | 3884693 | 149241 | None | Code13 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) to give an even shade after
thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (I.No. 8.28 P.No.45 of COMMON SCHEDULE OF RATES 2023-24 TECHNICAL WORKING GROUP) Vol-II | Sqm | 91.67 | 91.67 | 28.8 | False | None | None | False | None | False | 2640.096 | 0 |
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