| 1721994050000 | 0 | None | None | Other Works | Construction of Windrow Platform (Aerobic Composting Pad) at SWM Site of Kittur TP | 2316892.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3630368 | 132008 | None | code01 | 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. PWD Common Volume 3 P No.17, I.No.3.7 | Cum | 108.15 | 108.15 | 315.0 | False | None | None | False | None | False | 34067.25 | 0 | | 3630369 | 132008 | None | code02 | 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 Depth exceeding 1.5 m, but not exceeding 3 m (PWD SR 2023-24, Vol 1, Item no. 1.15.2, Page No.8) | Cum | 437.75 | 437.75 | 43.43 | False | None | None | False | None | False | 19011.4825 | 0 | | 3630370 | 132008 | None | code03 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work (PWD SR Vol 3, 2023-24, Item no. 3.1, Page No.17) | Cum | 87.55 | 87.55 | 43.43 | False | None | None | False | None | False | 3802.2965 | 0 | | 3630371 | 132008 | None | code04 | 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 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR Vol-01, 2023-24, Item no. 2.1.2, Page No.15) | Cum | 5833.92 | 5833.92 | 18.08 | False | None | None | False | None | False | 105477.2736 | 0 | | 3630372 | 132008 | None | code05 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR, Vol.2, 2023-24, Item no. 5.2, Page No.9) | Cum | 6816.54 | 6816.54 | 35.1 | False | None | None | False | None | False | 239260.554 | 0 | | 3630373 | 132008 | None | code06 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement : 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge. (PWD SR Vol-02, 2023-24, Item no.8.19.1, Page No.44) | Cum | 262.65 | 262.65 | 39.0 | False | None | None | False | None | False | 10243.35 | 0 | | 3630374 | 132008 | None | code07 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (PWD Vol-1 SR 2023-24, Item no. 1.9, Page No.7) | Cum | 273.98 | 273.98 | 7.8 | False | None | None | False | None | False | 2137.044 | 0 | | 3630375 | 132008 | None | code08 | 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. (i) For Grading -I Material (PWD Vol-3 SR 2023-24, Item No. 4.2, Page No. 23) | Cum | 2430.8 | 2430.8 | 162.9 | False | None | None | False | None | False | 395977.32 | 0 | | 3630376 | 132008 | None | code09 | 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. (PWD Vol-3 SR 2023-24, Item No. 4.17, Page No. 26) | Cum | 2635.77 | 2635.77 | 162.9 | False | None | None | False | None | False | 429366.933 | 0 | | 3630377 | 132008 | None | code10 | 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. (PWD Vol-3 SR 2023-24, Item No. 16.27, Page No. 148) | Cum | 6565.22 | 6565.22 | 162.9 | False | None | None | False | None | False | 1069474.338 | 0 | | 3630378 | 132008 | None | code11 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. (PWD SR, Vol.2, Item no. 6.32, Page No.17) | Sqm | 1349.3 | 1349.3 | 4.5 | False | None | None | False | None | False | 6071.85 | 0 | | 3630379 | 132008 | None | code12 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR, Vol.2, Item no.8.2.1, Page No.41) | Sqm | 303.85 | 303.85 | 4.5 | False | None | None | False | None | False | 1367.325 | 0 | | 3630380 | 132008 | None | code13 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade :New work (two coats) over and including water thinnable priming coat with cement primer after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD SR, Vol.2, Item no.8.25, Page No.45) | Sqm | 141.11 | 141.11 | 4.5 | False | None | None | False | None | False | 634.995 | 0 |
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