| 1721482644000 | 0 | None | None | Other Works | Construction of cc road at ward no.18 Yallamma temple street from Venkatesh house to Puttaraju house, Providing and fixing covering slab to existing drain at ward no.21, Providing and laying drinking water Pipeline at Bacchappa house street in ward no.4 and Providing and laying drinking water pipeline from Masjid street to Avalappa house and from Venkateshappa house to Masjid street in ward no.21 Attibele TMC limit. | 1028929.11 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3569756 | 129554 | None | DMA01 | Earth Work Excavtion Earth work in surface excavation by mechanical means for lowering & levelling the ground for all works other than foundation in all kinds of soils & up to depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated urfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. | Cum | 97.85 | 97.85 | 57.75 | False | None | None | False | None | False | 5650.8375 | 0 | | 3569757 | 129554 | None | DMA02 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work | Cum | 87.55 | 87.55 | 57.75 | False | None | None | False | None | False | 5056.0125 | 0 | | 3569758 | 129554 | None | DMA03 | Compacting original ground supporting embankment Loosening, levelling 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 | 28.88 | False | None | None | False | None | False | 3123.372 | 0 | | 3569759 | 129554 | None | DMA04 | 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 | Cum | 507.79 | 507.79 | 28.88 | False | None | None | False | None | False | 14664.9752 | 0 | | 3569760 | 129554 | None | DMA05 | 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 | 28.88 | False | None | None | False | None | False | 76121.0376 | 0 | | 3569761 | 129554 | None | DMA06 | 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:383:2016:, 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 | 6956.62 | 6956.62 | 28.88 | False | None | None | False | None | False | 200907.1856 | 0 | | 3569762 | 129554 | None | DMA07 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 15 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409. PCC M20 grade for kerb Cast in Situ | Each | 272.95 | 272.95 | 483.0 | False | None | None | False | None | False | 131834.85 | 0 | | 3569763 | 129554 | None | DMA08 | Providing, laying & fixing cement base, precast, pre polished cement concrete, designer tiles 25mm thick conforming to IS 1237 heavy duty tiles for flooring, treads of steps and landing, laid on a bed of 12mm thick cement mortar 1:3 mis finished with flush pointing using white cement, including cost of materials, mortar, including cutting, griding the edge to half/full round wherever required, labour, curing complete as per specification. | Sqm | 959.96 | 959.96 | 21.0 | False | None | None | False | None | False | 20159.16 | 0 | | 3569764 | 129554 | None | DMA09 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. By Manual means Lime Concrete, Cement Concrete grade M-10 and below. | Cum | 808.55 | 808.55 | 9.5 | False | None | None | False | None | False | 7681.225 | 0 | | 3569765 | 129554 | None | DMA10 | Pre-Cast Cover Slab : Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer-in-charge. | Each | 1156.69 | 1156.69 | 95.0 | False | None | None | False | None | False | 109885.55 | 0 | | 3569766 | 129554 | None | DMA11 | 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 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 6403.51 | 6403.51 | 9.5 | False | None | None | False | None | False | 60833.345 | 0 | | 3569767 | 129554 | None | DMA12 | Providing groove cutting in concrete pavement for width of 5mm to 10mm and depth 80mm-100mm including cost of cutting machine, generator & HOM, including cost of blade, coolant etc., including cleaning of groove & providing sand and hot bitumen fillars, and filler metal etc., including cost of conveyance of all materials, labour, lead and lift charges and all other incidental charges as per drawing and as per specifications. | Mtr | 115.36 | 115.36 | 572.0 | False | None | None | False | None | False | 65985.92 | 0 | | 3569768 | 129554 | None | DMA13 | Cutting Cement Concrete Road surfaces by Machine cutting to demarcate the trench width of the surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. | Cum | 979.53 | 979.53 | 25.74 | False | None | None | False | None | False | 25213.1022 | 0 | | 3569769 | 129554 | None | DMA14 | Earth work excavation for pipelines/cables by Manual means in all kinds of soils. Depth upto 1.50m, upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavated surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5m including cost of labour, tools, usage & other appurtenances required to complete the work. | Cum | 498.52 | 498.52 | 154.44 | False | None | None | False | None | False | 76991.4288 | 0 | | 3569770 | 129554 | None | DMA15 | Supplying PVC pipes 63mm dia., 6kg/sqcm & class 3 ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. | Mtr | 165.83 | 165.83 | 300.0 | False | None | None | False | None | False | 49749.0 | 0 | | 3569771 | 129554 | None | DMA16 | Supply and delivery at site special moulded variety 63mm dia PVC couplers as per IS 7834/1987 and fabricated as per IG124/1984 with ISI mark and with its latest amendments. | Each | 44.29 | 44.29 | 40.0 | False | None | None | False | None | False | 1771.6 | 0 | | 3569772 | 129554 | None | DMA17 | Supply and delivery at site special moulded variety 63mm dia PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments. | Each | 104.03 | 104.03 | 7.0 | False | None | None | False | None | False | 728.21 | 0 | | 3569773 | 129554 | None | DMA18 | Supply and delivery at site 50 mm dia GM (copper alloy) Gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. | Each | 1738.64 | 1738.64 | 6.0 | False | None | None | False | None | False | 10431.84 | 0 | | 3569774 | 129554 | None | DMA19 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50m and lift upto 1.5m. Including cost of all labour complete as per specifications. | Cum | 164.8 | 164.8 | 154.44 | False | None | None | False | None | False | 25451.712 | 0 | | 3569775 | 129554 | None | DMA20 | Providing and laying in position M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with 20% partial replacement with Recycled concrete aggregate (RCA) Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) | Cum | 6435.44 | 6435.44 | 21.24 | False | None | None | False | None | False | 136688.7456 | 0 |
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