| 1710140988000 | 0 | None | None | Roads | Construction of C.C road in Honnashettihalli village in Handanakere Hobli CN Halli taluk | 984727.25 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2984448 | 98994 | None | code01 | Compacting Original Ground Compacting original ground supporting embankment 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 (P.no 15 I.no 3.7)Vol 3 | Cum | 102.66 | 102.66 | 132.8 | False | None | None | False | None | False | 13633.248 | 0 | | 2984449 | 98994 | None | code02 | Wet Mix Macadam (Plant mix method) 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 (P.no 24 I.no 4.27a)Vol 3) | Cum | 2824.92 | 2824.92 | 66.4 | False | None | None | False | None | False | 187574.688 | 0 | | 2984450 | 98994 | None | code03 | 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 M30 (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 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 (P.no 138 I.no 20.29)Vol 3) | Cum | 7684.16 | 7684.16 | 99.6 | False | None | None | False | None | False | 765342.336 | 0 | | 2984451 | 98994 | None | code04 | 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 (P.no 15 I.no 3.6)Vol 3 | Cum | 487.34 | 487.34 | 14.94 | False | None | None | False | None | False | 7280.8596 | 0 | | 2984452 | 98994 | None | code05 | Providing and Fixing 'Logo Board ' of PMGSY at Intermediate Point Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges.The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15Gradeof 600*600*600 mm, 450 mm below ground level.Retro Reflecting Sheet as per IRC:67made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing.(P.no 140 I.no 20.32)Vol 3) | Nos | 10896.11 | 10896.11 | 1.0 | False | None | None | False | None | False | 10896.11 | 0 |
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