1725440924000 | 0 | None | None | Other Works | Construction Of CC Road From Guleppa House to Maagala Ramanna House And From Konchigeri Hanumanthappa House to Nagappa Katte At 21st And 22nd Ward From Kandagallu Veeraiah House To Jain Basthi At 5Th Ward From Ramaswami Pakkirappa House To Badiger House At 18Th Ward And Construction Of CC Drainage And Slab From Stationary Imam Sab House At 13Th Ward And Near Bangi Jameer House At 14Th Ward, And Construction Of CD Near Hullikal Pavan House At 7Th Ward In TMC Huvinahadagali Limits | 2499987.9 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3916429 | 151086 | None | code01 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.. PWD SR 2023-24 Vol:2 P.NO.189 I.No:19.24 | Sqm | 190.05 | 190.05 | 820.5 | False | None | None | False | None | False | 155936.025 | 0 | 3916430 | 151086 | None | code02 | 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. PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.7 | Cum | 110.25 | 110.25 | 160.92 | False | None | None | False | None | False | 17741.43 | 0 | 3916431 | 151086 | None | code03 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work, PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.1 | Cum | 89.25 | 89.25 | 160.92 | False | None | None | False | None | False | 14362.11 | 0 | 3916432 | 151086 | None | code04 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. PWD SR 2023-24 Vol:3 P.NO.49, I.No: 6.1 | Cum | 5166.0 | 5166.0 | 82.05 | False | None | None | False | None | False | 423870.3 | 0 | 3916433 | 151086 | None | code05 | 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. PWD SR 2023-24 Vol:3 P.NO.26 I.No: 4.17 | Cum | 2686.95 | 2686.95 | 25.23 | False | None | None | False | None | False | 67791.7485 | 0 | 3916434 | 151086 | None | code06 | 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. PWD SR 2023-24 Vol:3 P.NO.149 I.No: 16.28 | Cum | 7091.7 | 7091.7 | 107.28 | False | None | None | False | None | False | 760797.576 | 0 | 3916435 | 151086 | None | code07 | 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, Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means (Page no: 10 item no:2.11 (II A) V-3, 2023-24 | Cum | 189.0 | 189.0 | 57.72 | False | None | None | False | None | False | 10909.08 | 0 | 3916436 | 151086 | None | code08 | Mechanical Means: 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. (Page no: 8 item no:1.12) V-1, 2023-24 | Cum | 99.75 | 99.75 | 97.34 | False | None | None | False | None | False | 9709.665 | 0 | 3916437 | 151086 | None | code09 | 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 (Page no: 15 item no:2.1.3) V-1, 2023-24 | Cum | 6288.45 | 6288.45 | 16.46 | False | None | None | False | None | False | 103507.887 | 0 | 3916438 | 151086 | None | code10 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (Page no: 18 item no:2.11a) V-1, 2023-24 | Kg | 93.93 | 93.93 | 3793.91 | False | None | None | False | None | False | 356361.9663 | 0 | 3916439 | 151086 | None | code11 | Add 35% Additionalities for Formwork, Centering & Scaffolding Percentage on finished rate of concrete per m3 | Cum | 2323.7 | 2323.7 | 64.6 | False | None | None | False | None | False | 150111.02 | 0 | 3916440 | 151086 | None | code12 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, rrigation 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 & formwork to be paidseparately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Page no:17 item no:2.4.2) | Cum | 6639.15 | 6639.15 | 64.6 | False | None | None | False | None | False | 428889.09 | 0 |
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