| 1719635229000 | 0 | None | None | Other Works | Construction of CC Drain from Mangalas house to Manjus house in Ward No 02 Yashodhas house to Ravis house in ward No 03 H Anus chicken shop A to Jayaram shop in Ward No 03 works Construction of CC Drain from Javaraiah house to Kusanna house in ward No 03 construction of CC Drain and road Development work from ward No 03 Ramesh house to Hejjuraiah house CC road work from CA Gowda house to Mallegowda shivu house and construction of duckslab construction near Shivappa house in ward No 09 | 1269889.07 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3406031 | 120258 | None | code1 | Demolishing cement concrete manually/ by mechanical means including
disposal of material to the appropriate disposal area as per direction of
Engineer-in-charge. CSR-2023-24 .I.No.19.2.1, PN-187 of Volume1. | Sqm | 1712.89 | 1712.89 | 55.5 | False | None | None | False | None | False | 95065.395 | 0 | | 3406032 | 120258 | None | code2 | 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 3 m) CSR 2023-24 PageNo. 8 Item No.1.14.1 Volume no I | Cum | 105.06 | 105.06 | 117.449 | False | None | None | False | None | False | 12339.19194 | 0 | | 3406033 | 120258 | None | code3 | 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( M5) Using 40 mm nominal size graded crushed coarse aggregates. CSR 2023-24 Sl. No.2.1.2, Page No.15Volume1. | Cum | 5833.92 | 5833.92 | 23.25 | False | None | None | False | None | False | 135638.64 | 0 | | 3406034 | 120258 | None | code4 | 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 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, 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. CSR 2023-24 Sl. No.2.3.1, Page No.16 Volume1. | Cum | 6512.69 | 6512.69 | 40.9087 | False | None | None | False | None | False | 266425.681403 | 0 | | 3406035 | 120258 | None | code5 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. CSR 2023-24 Sl. No.9.3, Page No.71Volume3. | Tonne | 92140.71 | 92140.71 | 2.225 | False | None | None | False | None | False | 205013.07975 | 0 | | 3406036 | 120258 | None | code6 | Appendix I Additionalities for Formwork, Centering & Scaffolding. Following additional percentage to be added to the finished rates of concrete of Buildings, Irrigation works, Water supply works, Roads & Bridges depending upon the type of structure. These percentages are worked out based on empirical mathematical approaches & exhaustive studies on the common standard sizes of the type of the structure of Buildings, Irrigation works, Bridges, Water works etc. The use rate of shuttering material is considered at 40 repetitions and type of material to be used is steel centering. Addendum-1 Vol.1 Common SR -Page :115 - 116 | Cum | 2279.44 | 2279.44 | 40.9087 | False | None | None | False | None | False | 93248.927128 | 0 | | 3406037 | 120258 | None | code7 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications.CSR 2023-24 Sl. No.1.10, Page No.07Volume1. | Cum | 164.8 | 164.8 | 117.4499 | False | None | None | False | None | False | 19355.74352 | 0 | | 3406038 | 120258 | None | code8 | 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 3 m) CSR 2023-24 PageNo. 8 Item No.1.14.1 Volume no I | Cum | 105.06 | 105.06 | 51.75 | False | None | None | False | None | False | 5436.855 | 0 | | 3406039 | 120258 | None | code9 | Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401(By mix in Place Method) For Grading II Material.PageNo. 19 Item No .4.2 B (ii) Volume III | Cum | 2504.96 | 2504.96 | 46.125 | False | None | None | False | None | False | 115541.28 | 0 | | 3406040 | 120258 | None | code10 | Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Paver
Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth
finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) CSR 2023-24 I NO 6.6 V-3 P -51 | Cum | 6977.22 | 6977.22 | 46.125 | False | None | None | False | None | False | 321824.2725 | 0 |
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