| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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| 1709379698000 | 1 | None | None | Roads | Detailed Estimate of C.C Road | 975866.91 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2889573 | 94581 | None | 3.7 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. (2023-24 Common SR, Volume-3, Page No. 17/ SI. No.3.7 ) | Cum | 110.25 | 110.25 | 95.62 | False | None | None | False | None | False | 10542.105 | 0 | | 2889574 | 94581 | None | 3.6 Vol-3 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (2023-24 Common SR, Volume-3, Page No. 17/ SI. No.3.6 ) | Cum | 517.65 | 517.65 | 63.75 | False | None | None | False | None | False | 33000.1875 | 0 | | 2889575 | 94581 | None | 4.2 (v) Vol-3 | Construction of Granular Sub-Base of required grading as per design 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, For Grading -V Materia ( 2023-24 Common SR, Volume-3, Page No. 23/ SI. No.4.2 (v) ) | Cum | 2476.95 | 2476.95 | 63.75 | False | None | None | False | None | False | 157905.5625 | 0 | | 2889576 | 94581 | None | 4.17 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 ( 2023-24 Common SR, Volume-3, Page No. 26/ SI. No.4.17 ) | Cum | 2686.95 | 2686.95 | 47.81 | False | None | None | False | None | False | 128463.0795 | 0 | | 2889577 | 94581 | None | 16.27 Vol-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, equipment's etc., complete. as per the directions of the Engineer-in-charge of the work. ( 2023-24 Common SR, Volume-3, Page No. 148-149/ SI. No.16.27 ) | Cum | 6692.7 | 6692.7 | 95.62 | False | None | None | False | None | False | 639955.974 | 0 | | 2889578 | 94581 | None | Market Rate | KKRDB Name Board | No | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 |
| | 1709379698000 | 1 | None | None | Roads | Detailed Estimate of RCC Drain | 709960.04 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2889579 | 94582 | None | 1.14.1 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 appurtenances required to complete the work. In all kinds of soils Depth upto 3 m ( 2023-24 Common SR, Volume-1, Page No. 8/ SI. No.1.14.1 ) | Cum | 107.1 | 107.1 | 139.42 | False | None | None | False | None | False | 14931.882 | 0 | | 2889580 | 94582 | None | 2.1.3 Vol-1 | Providing and laying in position 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 ma chine mixed, laid in layers not exceeding 150 mm thickness, well com pacted using plate vibrators, including all lead & lifts, cost of all materi als of quality, labour, Usage charges of machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates ( 2023-24 Common SR, Volume-1, Page No. 15/ SI. No.2.1.3 ) | Cum | 6288.45 | 6288.45 | 16.09 | False | None | None | False | None | False | 101181.1605 | 0 | | 2889581 | 94582 | None | 2.4.2 Vol-1 | 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 machinery, 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 ( 2023-24 Common SR, Volume-1, Page No. 16/ SI. No.2.4.2 ) | Cum | 6639.15 | 6639.15 | 51.15 | False | None | None | False | None | False | 339592.5225 | 0 | | 2889582 | 94582 | None | 2a Vol-1 | Formwork for CC Drain @ 35% ( 2023-24 Common SR, Volume-1, Page No. 29/ SI. No.2a ) | Cum | 2323.7 | 2323.7 | 29.7 | False | None | None | False | None | False | 69013.89 | 0 | | 2889583 | 94582 | None | 2.11f Vol-1 | Supplying fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, Labour, Cleaning, straightening, cutting, bending, hooking, lapping /welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. ( 2023-24 Common SR, Volume-1, Page No. 18/ SI. No.2.11f ) | t | 94510.5 | 94510.5 | 1.96 | False | None | None | False | None | False | 185240.58 | 0 |
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