1719498226000 | 0 | None | None | Roads | Construction of Concrete road at K Hemmanahalli Ashraya Badavane I st Cross road in Bogadi Town Panchayathi Limit | 5388518.25 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3390547 | 119430 | None | code01 | 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 ( Vol.1 SR-2023-24 P-8, SL.NO-1.14.1) | Cum | 105.06 | 105.06 | 988.8 | False | None | None | False | None | False | 103883.328 | 0 | 3390548 | 119430 | None | code02 | Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates : Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:4:8Using 40 mm nominal size graded crushed coarse aggregates.PWD 2023-24 common SRPage No. 15 Item No.2.1.2 Volume no I | Cum | 5833.92 | 5833.92 | 122.9 | False | None | None | False | None | False | 716988.768 | 0 | 3390549 | 119430 | None | code03 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification a) PWD 2023-24 common SR Page No. 18 Item No.2.11 (h) Volume no I | Tonne | 81381.33 | 81381.33 | 3.42 | False | None | None | False | None | False | 278324.1486 | 0 | 3390550 | 119430 | None | code04 | M20 Design Mix : Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/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 & 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 PWD 2023-24 common SR Page No.16 Item No.2.4.2 Volume no I | Cum | 6838.32 | 6838.32 | 95.92 | False | None | None | False | None | False | 655931.6544 | 0 | 3390551 | 119430 | None | code05 | 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 402. PWD 2023-24 common SR Page No.23 Item No 4.2 (i) Volume III | Cum | 2430.8 | 2430.8 | 138.5 | False | None | None | False | None | False | 336665.8 | 0 | 3390552 | 119430 | None | code06 | 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 Grader in sub- base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density.PWD 2023-24 common SR Page No.26 Item No 4.17 Volume III | Cum | 2635.77 | 2635.77 | 207.75 | False | None | None | False | None | False | 547581.2175 | 0 | 3390553 | 119430 | None | code07 | M30 (Grade) : Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid . KPWD 2023-24 common SR Page No.50 Item No 6.6 Volume III | Cum | 6977.22 | 6977.22 | 280.875 | False | None | None | False | None | False | 1959726.6675 | 0 | 3390554 | 119430 | None | code08 | Providing and laying 60mm thick factory made cement concrete paver block of approved shape and colour of M -30 grade made of C&D waste by block making machine with vibratory compaction laid in required pattern and including over 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. . PWD 2023-24 common SR Page No.63 Item No 9.25 Volume II | Sqm | 824.0 | 824.0 | 397.5 | False | None | None | False | None | False | 327540.0 | 0 | 3390555 | 119430 | None | code09 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete.: (WS& UGD works Vol. V SR-2023-24 P-198, I No 16.28.1 ) Upto 0.30m depth | Cum | 8414.07 | 8414.07 | 18.0 | False | None | None | False | None | False | 151453.26 | 0 | 3390556 | 119430 | None | code10 | Loading and Unloading of Stone Boulder/Stone aggregates/ Sand/Kankar/Moorum.(Tipper 5.5 m3).KPWD 2023-24 common SR Page No. 3 Item No.1.1 a Volume no III | Cum | 139.05 | 139.05 | 900.0 | False | None | None | False | None | False | 125145.0 | 0 | 3390557 | 119430 | None | code11 | Construction of Embankment by excavating the available approved Gravel/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,usage& all other appurtenaces required to complete the work. KPWD 2023-24 common SR Page No. 7 Item No.1.8 Volume no I | Cum | 488.22 | 488.22 | 51.975 | False | None | None | False | None | False | 25375.2345 | 0 | 3390558 | 119430 | None | code12 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceed- ing 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. KPWD 2023-24 common SR Page No. 7 Item No.1.9 Volume no I | Cum | 273.98 | 273.98 | 88.8 | False | None | None | False | None | False | 24329.424 | 0 | 3390559 | 119430 | None | code13 | Providing and laying 100 mm thick pre-cast cover slabs over Rainwater harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 500 @ 6kg/m2, slabs jointed in CM 1:3proportion and nicely finishedIncluding providing holes in the over slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc,Complete. KPWD 2023-24 common SR Page No. 177 Item No. 17.14 Volume no II | Sqm | 1205.1 | 1205.1 | 112.5 | False | None | None | False | None | False | 135573.75 | 0 |
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