1708770080000 | 0 | None | None | Roads | Construction of concrete road at ward no 3 doddguru barahalli anchina vatara Oni road Construction of box Drain at Ward No 03 chikkurubahalli By pass Road from Naganna House to Hemakha House Construction of box Drain at ward no 03 Ashraya Badawane two crossroads in cmc limit. Construction of CC Road at ward no 03 near Colony road and Construction of Covering slab. Conception of CC Road at ward no 4 OHT Road chennamallappa house and Construction of two deck slab near Pataleshwara Temple cmc ckm | 2520164.71 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2799539 | 89754 | None | NO1 | Earth work in surface excavation by manual means for lowering and levelling the ground by chiselling and wedging in Hard rock for all works other than foundation and depth not exceeding 100 mm as per drawing and technical specifications, including setting out, barricading, caution lights, dressing of excavated surfaces, disposing off the excavated spallsand stuff and stacking the selected spalland stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage and other appurtenances required to complete the work ---- road work | Cum | 182.31 | 182.31 | 36.0 | False | None | None | False | None | False | 6563.16 | 0 | 2799540 | 89754 | None | NO2 | 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 paverand grader in sub-base and base course on well prepared surface and compacting with vibratory roller to achieve the desired density. ---- road work | Cum | 3335.14 | 3335.14 | 28.5 | False | None | None | False | None | False | 95051.49 | 0 | 2799541 | 89754 | None | NO3 | 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 and 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:148, I.No:16.27, of KPWD Common S.R Vol-lll) ---- road work | Cum | 6565.22 | 6565.22 | 42.75 | False | None | None | False | None | False | 280663.155 | 0 | 2799542 | 89754 | None | NO4 | Providing 50 mm Dia HDPE Sleeve pipe with allied accessories at ferrule point of HSC to assist in regulating flow with allen key with appurtenances., complete.(P.No 109, I.No.9.22 C S.R2023-24,VOL5) ---- road work | Nos | 301.79 | 301.79 | 119.0 | False | None | None | False | None | False | 35913.01 | 0 | 2799543 | 89754 | None | NO5 | Earth work excavation for Foundation by mechanical means for all works and 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 and 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 and other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m(P.No:8, I.No:1.14.1 of KPWD Common S.R Vol-l) ---- road work | Cum | 105.06 | 105.06 | 314.4 | False | None | None | False | None | False | 33030.864 | 0 | 2799544 | 89754 | None | NO6 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The graniteand trapand 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 and 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 ---- road work | Cum | 5833.92 | 5833.92 | 37.35 | False | None | None | False | None | False | 217896.912 | 0 | 2799545 | 89754 | None | NO7 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and other parallel works from 0.50m to 3.50 m height. The graniteand trapand 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 and 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 ---- road work | Cum | 8792.13 | 8792.13 | 99.45 | False | None | None | False | None | False | 874377.3285 | 0 | 2799546 | 89754 | None | NO8 | Supplying, fitting and placing TMT FE 550 and 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, lapingand welding joints, tying with binding wire and soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. ---- road work | Tonne | 92140.71 | 92140.71 | 3.46 | False | None | None | False | None | False | 318806.8566 | 0 | 2799547 | 89754 | None | NO9 | Construction of Embankment by excavating the available approved Graveland Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usageand all other appurtenaces required to complete the work. ---- road work | Cum | 488.22 | 488.22 | 63.35 | False | None | None | False | None | False | 30928.737 | 0 | 2799548 | 89754 | None | NO10 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains and utility ducts and Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 at 6kgand m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete.. ---- road work | Sqm | 1205.1 | 1205.1 | 510.0 | False | None | None | False | None | False | 614601.0 | 0 | 2799549 | 89754 | None | NO11 | Demolishing cement concrete manuallyand by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. (P.No:187, I.No:19.1.2 of KPWD Common S.R Vol-3) ---- road work | Cum | 1712.89 | 1712.89 | 6.0 | False | None | None | False | None | False | 10277.34 | 0 | 2799550 | 89754 | None | NO12 | Earth work in surface excavation by mechanical means for lowering and leveling the ground for all works other than foundation in all kinds of soils and upto 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 surfaces, disposing off or levelling the excavated earth or sorting and 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 and other appurtenances required to complete the work. ---- road work | Cum | 97.85 | 97.85 | 21.0 | False | None | None | False | None | False | 2054.85 | 0 |
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