1721977507000 | 0 | None | None | Bridge cum Barrages | Construction of road Bridge cum pickup cum pickup across Kanva river from Yelethotadha halli to Ambadahalli in Channapatana Taluk, Ramanagara District | 37475886.64 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3626255 | 131815 | None | CNN001 | 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 thorny jungle complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | 100 Sqm | 593.96 | 593.96 | 54.0 | False | None | None | False | None | False | 32073.84 | 0 | 3626256 | 131815 | None | CNN002 | Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 10.0 to 19.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary.complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | hr | 245.44 | 245.44 | 2400.0 | False | None | None | False | None | False | 589056.0 | 0 | 3626257 | 131815 | None | CNN003 | 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. In all kinds of soils Depth upto 3 m complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Cum | 141.13 | 141.13 | 2273.84 | False | None | None | False | None | False | 320907.0392 | 0 | 3626258 | 131815 | None | CNN004 | 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. In all kinds of soils Depth 3 m to 6 m complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Cum | 164.44 | 164.44 | 90.77 | False | None | None | False | None | False | 14926.2188 | 0 | 3626259 | 131815 | None | CNN005 | 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. In ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Cum | 512.97 | 512.97 | 360.5 | False | None | None | False | None | False | 184925.685 | 0 | 3626260 | 131815 | None | CNN006 | 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. In ordinary/soft rock without blasting Depth exceeding 3 m, but not exceeding 4.5 m complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Cum | 600.1 | 600.1 | 21.11 | False | None | None | False | None | False | 12668.111 | 0 | 3626261 | 131815 | None | CNN007 | 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 complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Cum | 8018.52 | 8018.52 | 131.73 | False | None | None | False | None | False | 1056279.6396 | 0 | 3626262 | 131815 | None | CNN008 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Cum | 8465.23 | 8465.23 | 733.58 | False | None | None | False | None | False | 6209923.4234 | 0 | 3626263 | 131815 | None | CNN009 | Additionalities for Formwork, Centering & Scaffolding for Sub structure including cost and conveyance of all materials, Labour, hire, charges of machineries and equipment, lead and lift, loading and unloading charges transportation and all other incidental charges etc... complete the work shall carried out as per technical detailed specfications and as per direction of engineer in charge | Cum | 846.52 | 846.52 | 733.58 | False | None | None | False | None | False | 620990.1416 | 0 | 3626264 | 131815 | None | CNN010 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Cum | 8358.46 | 8358.46 | 14.82 | False | None | None | False | None | False | 123872.3772 | 0 | 3626265 | 131815 | None | CNN011 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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, dowel bars & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregatesPier cap complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Cum | 9161.05 | 9161.05 | 248.75 | False | None | None | False | None | False | 2278811.1875 | 0 | 3626266 | 131815 | None | CNN012 | Additionalities for Formwork, Centering & Scaffolding for Super structure including cost and conveyance of all materials, Labour, hire, charges of machineries and equipment, lead and lift, loading and unloading charges transportation and all other incidental charges etc... complete the work shall carried out as per technical detailed specfications and as per direction of engineer in charge | Cum | 1832.21 | 1832.21 | 248.75 | False | None | None | False | None | False | 455762.2375 | 0 | 3626267 | 131815 | None | CNN013 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) as per direction of engineer in charge complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Cum | 14523.91 | 14523.91 | 14.82 | False | None | None | False | None | False | 215244.3462 | 0 | 3626268 | 131815 | None | CNN014 | 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. Sub structure of Bridges complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Tonne | 106070.58 | 106070.58 | 12.54 | False | None | None | False | None | False | 1330125.0732 | 0 | 3626269 | 131815 | None | CNN015 | 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. Super structure of Bridges complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Tonne | 106346.7 | 106346.7 | 18.85 | False | None | None | False | None | False | 2004635.295 | 0 | 3626270 | 131815 | None | CNN016 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Cum | 17145.21 | 17145.21 | 3.03 | False | None | None | False | None | False | 51949.9863 | 0 | 3626271 | 131815 | None | CNN017 | Providing and laying of a modular strip Box seal expansion joint including anchorage catering to a horizontal movement beyond 70 mm and upto 140mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/ supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation. complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | m | 7811.13 | 7811.13 | 31.2 | False | None | None | False | None | False | 243707.256 | 0 | 3626272 | 131815 | None | CNN018 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A) Granular material complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Cum | 1433.37 | 1433.37 | 6086.73 | False | None | None | False | None | False | 8724536.1801 | 0 | 3626273 | 131815 | None | CNN019 | Providing rubble and sand filling in layers of 250 to 300 mm including cost of all materials, machinery, labour, watering, ramming etc.,complete with all lead and all lifts.complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Cum | 2577.12 | 2577.12 | 410.4 | False | None | None | False | None | False | 1057650.048 | 0 | 3626274 | 131815 | None | CNN020 | Providing rubble and murum filling in layers of 250 to 300 mm including cost of all materials, machinery, labour, watering,ramming etc.,complete with all lead and all lifts.complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Cum | 1846.94 | 1846.94 | 69.16 | False | None | None | False | None | False | 127734.3704 | 0 | 3626275 | 131815 | None | CNN021 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Nos | 4014.17 | 4014.17 | 42.0 | False | None | None | False | None | False | 168595.14 | 0 | 3626276 | 131815 | None | CNN022 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | m | 293.3 | 293.3 | 451.2 | False | None | None | False | None | False | 132336.96 | 0 | 3626277 | 131815 | None | CNN023 | 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 complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Cum | 581.69 | 581.69 | 876.0 | False | None | None | False | None | False | 509560.44 | 0 | 3626278 | 131815 | None | CNN024 | Providing and constructing 300 mm thick size stone pitching using 200 to 250 mm size stones with pin headers at 2 per sqm set in CM 1 : 5 proportion by volume with pointing joints in CM 1 : 3 proportion by volume including cost of all materials from approved source, labour, packing stone chips and mortar into joints, finishing,curing etc.,complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Sqm | 1043.12 | 1043.12 | 240.0 | False | None | None | False | None | False | 250348.8 | 0 | 3626279 | 131815 | None | CNN025 | Drilling 80 mm dia hole through over-burden using casing shoe bit vertical or inclined upto 10 degrees to vertical as directed including cost of all materials, machinery, labour, water charges, reaming, collection of wash samples at suitable intervals, logging and labelling, supplying honne wood core box, fixing casing pipes ( excluding cost of casing pipes ) and all other ancillary operations complete for depth upto 30 m from surface.complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | m | 2054.33 | 2054.33 | 12.0 | False | None | None | False | None | False | 24651.96 | 0 | 3626280 | 131815 | None | CNN026 | Drilling 76 mm dia ( NX ) core hole in hard rock using diamond core bit vertical / inclined upto 10 degree to vertical as directed including cost of all materials, machinery, labour, water charges, collection of core samples, logging and labelling samples, supplying honne wood core box including cement grouting and redrilling in case of collapse of sides ( excluding cost of cement for grouting ) with all other ancillary operations and all other ancillary operations complete for depth upto 30 m from surface.complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | m | 10125.63 | 10125.63 | 16.0 | False | None | None | False | None | False | 162010.08 | 0 | 3626281 | 131815 | None | CNN027 | 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. In all kinds of soils Depth upto 3 m complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Cum | 125.17 | 125.17 | 2154.66 | False | None | None | False | None | False | 269698.7922 | 0 | 3626282 | 131815 | None | CNN028 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Cum | 7349.7 | 7349.7 | 165.44 | False | None | None | False | None | False | 1215934.368 | 0 | 3626283 | 131815 | None | CNN029 | 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 complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Cum | 7759.59 | 7759.59 | 601.19 | False | None | None | False | None | False | 4664987.9121 | 0 | 3626284 | 131815 | None | CNN030 | Additionalities for Formwork, Centering & Scaffolding for Sub structure including cost and conveyance of all materials, Labour, hire, charges of machineries and equipment, lead and lift, loading and unloading charges transportation and all other incidental charges etc... complete the work shall carried out as per technical detailed specfications and as per direction of engineer in charge | Cum | 387.98 | 387.98 | 554.69 | False | None | None | False | None | False | 215208.6262 | 0 | 3626285 | 131815 | None | CNN031 | Additionalities for Formwork, Centering & Scaffolding for Sub structure including cost and conveyance of all materials, Labour, hire, charges of machineries and equipment, lead and lift, loading and unloading charges transportation and all other incidental charges etc... complete the work shall carried out as per technical detailed specfications and as per direction of engineer in charge | Cum | 2715.85 | 2715.85 | 46.5 | False | None | None | False | None | False | 126287.025 | 0 | 3626286 | 131815 | None | CNN032 | 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 complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Tonne | 96962.3 | 96962.3 | 14.66 | False | None | None | False | None | False | 1421467.318 | 0 | 3626287 | 131815 | None | CNN033 | Providing and fixing GI pressure relief pipe with one end closed by perforated GI plate and other end provided with alluminium lid hinged to pipe including cost of all materials, labour, drilling 8 mm dia holes and all other ancillary operations complete. 50 mm diameter and 300 mm long | Each | 369.0 | 369.0 | 95.0 | False | None | None | False | None | False | 35055.0 | 0 | 3626288 | 131815 | None | CNN034 | 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 As directed by Engineer in charge. complete with all lead and lift as per the directions of the Engineer-in-charge of the work. complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Cum | 116.58 | 116.58 | 450.0 | False | None | None | False | None | False | 52461.0 | 0 | 3626289 | 131815 | None | CNN035 | 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. complete with all lead and lift as per the directions of the Engineer-in-charge of the work. | Cum | 3140.4 | 3140.4 | 225.0 | False | None | None | False | None | False | 706590.0 | 0 | 3626290 | 131815 | None | CNN036 | 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:383:2016:, 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 | Cum | 8288.51 | 8288.51 | 225.0 | False | None | None | False | None | False | 1864914.75 | 0 |
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