| 1721373709000 | 0 | None | None | Roads | Construction of Road from Sarojas house to Manjaiahs House and Construction of road and drain from Sarojas house to Manjaiahs House in Chowdanahalli Village of Kushavara G.P in Belur Taluk | 554876.2 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3549292 | 128359 | None | code01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. By Mechanical Means using Dozer In area of light jungle (CSR -2023-24 Vol-3, P.9/I. 2.5(II)(A)) | Sqm | 393.0 | 393.0 | 2.244 | False | None | None | False | None | False | 881.892 | 0 | | 3549293 | 128359 | None | code02 | 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.(P.8/I. 1.12 Vol 1) | Cum | 95.0 | 95.0 | 56.1 | False | None | None | False | None | False | 5329.5 | 0 | | 3549294 | 128359 | None | code03 | 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.( PNo: 7 I No 1.8 Vol 1) | Cum | 474.0 | 474.0 | 25.245 | False | None | None | False | None | False | 11966.13 | 0 | | 3549295 | 128359 | None | code04 | Wet Mix Macadam. 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 (CSR -2023-24 Vol-3, P.26/I.4.17) | Cum | 2559.0 | 2559.0 | 28.05 | False | None | None | False | None | False | 71779.95 | 0 | | 3549296 | 128359 | None | code05 | 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 & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. (CSR -2023-24 Vol-3, P.148/I.16.27) | Cum | 6374.0 | 6374.0 | 42.075 | False | None | None | False | None | False | 268186.05 | 0 | | 3549297 | 128359 | None | code06 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. (CSR. Vol-1, P.5/I.1.4.1) | Cum | 242.0 | 242.0 | 50.49 | False | None | None | False | None | False | 12218.58 | 0 | | 3549298 | 128359 | None | code07 | 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 (CSR. Vol-1, P.15/I.2.1.3) | Cum | 5989.0 | 5989.0 | 10.098 | False | None | None | False | None | False | 60476.922 | 0 | | 3549299 | 128359 | None | code08 | 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 & formwork to be paid separately) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates(CSR. Vol-1, P.16/I.2.1.1) | Cum | 7206.3 | 7206.3 | 11.615 | False | None | None | False | None | False | 83701.1745 | 0 | | 3549300 | 128359 | None | code09 | 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.Canal & Allied Works (CSR -2023-24 Vol-1, P.18/I.2.11.f) | MT | 90010.0 | 90010.0 | 0.4012 | False | None | None | False | None | False | 36112.012 | 0 | | 3549301 | 128359 | None | code10 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2012.(CSR. Vol-2, P.54/I.8.5 (Xii)) | Nos | 4224.0 | 4224.0 | 1.0 | False | None | None | False | None | False | 4224.0 | 0 |
|