| 1725095263000 | 0 | None | None | Roads | Providing and laying of UGD, Construction of cement concrete road and drain in ward no 28 from Rajarajeshwari match factory 1st cross Lakshman house to G M school compound in Hassan city | 952672.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3893449 | 149770 | None | code01 | 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 Mechanical Means Cement Concrete Grade M-15 & M-20 (KPWD SR 2023-24 V-3 P.no: 10, I.no:2.8(ii) A) | Cum | 740.57 | 740.57 | 54.0 | False | None | None | False | None | False | 39990.78 | 0 | | 3893450 | 149770 | None | code02 | Dismantling of Structures
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. (ii) By Mechanical Means (B) Prestressed / RCC grade M-20 & above. (SR 2023-24 V-3 P.no: 10, I.no:2.8(ii)B) | Cum | 1141.24 | 1141.24 | 16.15 | False | None | None | False | None | False | 18431.026 | 0 | | 3893451 | 149770 | None | code03 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & 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 & 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 appurtenances required to complete the work. In all kinds of soils upto 300 mm depth. (SR 2023-24 V-1 P.no: 8, I.no:1.12) | Cum | 97.85 | 97.85 | 133.65 | False | None | None | False | None | False | 13077.6525 | 0 | | 3893452 | 149770 | None | code04 | 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 aggregate (KPWD SR 2023-24 V-1 P.no: 15, I.no:2.1.3 ) | Cum | 6168.67 | 6168.67 | 8.55 | False | None | None | False | None | False | 52742.1285 | 0 | | 3893453 | 149770 | None | code05 | Providing and laying in position 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)M20 Design Mix Using 20mm nominal size graded crushed coarse aggregates (KPWD SR 2023-24 V-1 P.no: 15, I.no:2.2.1 ) | Cum | 8047.36 | 8047.36 | 22.8 | False | None | None | False | None | False | 183479.808 | 0 | | 3893454 | 149770 | None | code06 | Steel Fabrication
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 All other type of structures (KPWD SR 2023-24 V-1 P.no: 18, I.no:2.11 h ) | Tonne | 81381.33 | 81381.33 | 0.912 | False | None | None | False | None | False | 74219.77296 | 0 | | 3893455 | 149770 | 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. (KPWD SR 2023-24 V-1 P.no: 7, I.no:1.9 ) | Cum | 273.98 | 273.98 | 17.1 | False | None | None | False | None | False | 4685.058 | 0 | | 3893456 | 149770 | None | code08 | 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 2023-24 V-3 P.no: 17, I.no:3.7 ) | Cum | 108.15 | 108.15 | 57.0 | False | None | None | False | None | False | 6164.55 | 0 | | 3893457 | 149770 | None | code09 | 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 paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. (SR 2023-24 V-3 P NO 26 I NO 4.17) | Cum | 2635.77 | 2635.77 | 57.0 | False | None | None | False | None | False | 150238.89 | 0 | | 3893458 | 149770 | 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 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. (SR 2023-24 V-3 P NO 149 I NO16.28) | Cum | 6956.62 | 6956.62 | 57.0 | False | None | None | False | None | False | 396527.34 | 0 | | 3893459 | 149770 | None | code11 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (KPWD SR 2023-24 V-3 P.no: 17, I.no:3.1 ) | Cum | 87.55 | 87.55 | 149.8 | False | None | None | False | None | False | 13114.99 | 0 |
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