| 1710481091000 | 1 | None | None | Other Works | CONSTRUCTION OF RCC DRAIN AT 4TH AND 5TH CROSS BETWEEN THAMMA MASTER HOUSE IN WARD NO 13 OF TMC MADDUR LIMITS | 323280.8 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3083508 | 105787 | None | Item No 1.14.1 of Common SR Vol 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 3 m | Cum | 105.06 | 105.06 | 17.85 | False | None | None | False | None | False | 1875.321 | 0 | | 3083509 | 105787 | None | Item No 2.1.3 of Vol1 of Common SR | 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 | Cum | 6168.67 | 6168.67 | 5.1 | False | None | None | False | None | False | 31460.217 | 0 | | 3083510 | 105787 | None | Item No 2.4.2 of volume 1 Common SR | 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 and down size graded crushed coarse aggregates | Cum | 6512.69 | 6512.69 | 16.5 | False | None | None | False | None | False | 107459.385 | 0 | | 3083511 | 105787 | None | Item No 2.4.2 of Vol1 of Common SR | Form work for concrete Qty Item No 08 (35% of Rate) | Cum | 2279.44 | 2279.44 | 16.5 | False | None | None | False | None | False | 37610.76 | 0 | | 3083512 | 105787 | None | Item No 2.11h of Vol1 of Common SR | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately | Tonne | 81381.33 | 81381.33 | 0.61 | False | None | None | False | None | False | 49642.6113 | 0 | | 3083513 | 105787 | None | Item No 3.7 of Vol 3 | 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. | Cum | 108.15 | 108.15 | 10.23 | False | None | None | False | None | False | 1106.3745 | 0 | | 3083514 | 105787 | None | Item No 4.17 of Vol 3 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density | Cum | 2635.77 | 2635.77 | 10.23 | False | None | None | False | None | False | 26963.9271 | 0 | | 3083515 | 105787 | None | Item No 16.27 of volume 3 | 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 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. | Cum | 6565.22 | 6565.22 | 10.23 | False | None | None | False | None | False | 67162.2006 | 0 |
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