| 1707719517000 | 1 | None | None | Other Works | Construction of Drain and CC Road work in Ward No 07 Fathima School to in front of Navaz House in Hosakote CMC Limites | 1609254.96 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2550022 | 78269 | 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 KPWD SR-2023-2024,, Volume-1, P-9 Sl.No.1.14 | Cum | 105.06 | 105.06 | 144.0 | False | None | None | False | None | False | 15128.64 | 0 | | 2550023 | 78269 | None | code02 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work KPWD SR-SR-2023-2024,, , Volume-3, P-17 Sl.No.3.1 | Cum | 87.55 | 87.55 | 100.8 | False | None | None | False | None | False | 8825.04 | 0 | | 2550024 | 78269 | None | code03 | 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates KPWD SR-SR-2023-2024, Volume-1, P-58 Sl.No.2.1.3 | Cum | 6168.67 | 6168.67 | 18.0 | False | None | None | False | None | False | 111036.06 | 0 | | 2550025 | 78269 | None | code04 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates KPWD SR-SR-2023-2024, Volume-1, P-74 Sl.No.2.4.2 | Cum | 8792.13 | 8792.13 | 36.0 | False | None | None | False | None | False | 316516.68 | 0 | | 2550026 | 78269 | None | code05 | 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 .(h)All other type of structures KPWD SR-2023-2024, Volume-1, P-18 Sl.No.2.11 | Tonne | 81381.33 | 81381.33 | 1.98 | False | None | None | False | None | False | 161135.0334 | 0 | | 2550027 | 78269 | None | code06 | Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/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. KPWD SR-2023-2024, Volume-2, P-177 Sl.No.17.14 | Sqm | 1205.1 | 1205.1 | 144.0 | False | None | None | False | None | False | 173534.4 | 0 | | 2550028 | 78269 | None | code07 | 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. KPWD SR-2023-2024, Volume-3, P-17Sl.No. 3.7 | Cum | 108.15 | 108.15 | 59.17 | False | None | None | False | None | False | 6399.2355 | 0 | | 2550029 | 78269 | None | code08 | 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 m3 2,394.00 uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. KPWD 2023-2024,Volume-3, P-26 Sl.No.4.17 | Cum | 2635.77 | 2635.77 | 88.76 | False | None | None | False | None | False | 233950.9452 | 0 | | 2550030 | 78269 | None | code09 | 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. KPWD SR 2023-2024, Vol:3 P.NO.148 SI.No: 16.27 as per issue rate on 20/10/2023 | Cum | 6565.22 | 6565.22 | 88.76 | False | None | None | False | None | False | 582728.9272 | 0 |
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