tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1727337722000 | 0 | None | None | Roads | 1CONSTRUCTION OF C.C. ROAD AT S.C. COLONY AT KANNALLI VILLAGE IN SORAPUR TQ. DIST. YADGIR. | 1675678.35 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4081883 | 158865 | None | Item-01 | 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 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 110.25 | 110.25 | 184.41 | False | None | None | False | None | False | 20331.2025 | 0 | 4081884 | 158865 | None | Item-02 | Construction of Subgrade and Earthen Shoulders :-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 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 517.65 | 517.65 | 184.41 | False | None | None | False | None | False | 95459.8365 | 0 | 4081885 | 158865 | None | Item-03 | WBM Grading1 : -Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 2649.15 | 2649.15 | 122.94 | False | None | None | False | None | False | 325686.501 | 0 | 4081886 | 158865 | None | Item-04 | 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, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 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 | 6692.7 | 6692.7 | 184.41 | False | None | None | False | None | False | 1234200.807 | 0 |
| 1727337722000 | 0 | None | None | Roads | 2CONSTRUCTION OF C.C. ROAD AT S.T. COLONY AT KANNALLI VILLAGE IN SORAPUR TQ. DIST. YADGIR | 1671892.99 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4081887 | 158866 | None | Item No-1 | 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 with all leads & lifts, loading and unloading, hire charges of machinaries, all labour charges, and all other incidental charges, etc., complete as per detailed specifications and as directed by the Engineer-in-charge of the work. | Cum | 110.25 | 110.25 | 245.76 | False | None | None | False | None | False | 27095.04 | 0 | 4081888 | 158866 | None | Item No-2 | 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, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 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 | 6692.7 | 6692.7 | 245.76 | False | None | None | False | None | False | 1644797.952 | 0 |
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