1718453816000 | 0 | None | None | Bridges | Construction of bridge across Arkavathi River at Ch 4.90 km road from Mayaganahalli to Bejjagarahalli katte, via Sugganahalli in Ramanagara Taluk | 96822693.77 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3296853 | 114700 | None | CNN001 | 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 as directed by Engineer in Charge | Cum | 882.35 | 882.35 | 2402.97 | False | None | None | False | None | False | 2120260.5795 | 0 | 3296854 | 114700 | None | CNN002 | Cutting and burning or disposing off Apu / Jondu from marshy areas as directed with all other ancillary operations complete.as directed by Engineer in Charge | Sqm | 11.54 | 11.54 | 20000.0 | False | None | None | False | None | False | 230800.0 | 0 | 3296855 | 114700 | None | CNN004 | 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. as directed by Engineer in Charge | hr | 245.44 | 245.44 | 2400.0 | False | None | None | False | None | False | 589056.0 | 0 | 3296856 | 114700 | 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 all kinds of soils Depth upto 3 m as directed by Engineer in Charge | Cum | 136.21 | 136.21 | 3031.22 | False | None | None | False | None | False | 412882.4762 | 0 | 3296857 | 114700 | 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 upto 1.5 m depth as directed by Engineer in Charge | Cum | 595.19 | 595.19 | 1626.62 | False | None | None | False | None | False | 968147.9578 | 0 | 3296858 | 114700 | None | CNN007 | Providing rubble and sand filling in layers of 250 to 300 mm including cost of all materials,machinery, labour, watering, ramming and all other ancillary operations complete as directed by Engineer in Charge | Cum | 2577.12 | 2577.12 | 516.31 | False | None | None | False | None | False | 1330592.8272 | 0 | 3296859 | 114700 | None | CNN008 | 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 as directed by Engineer in Charge | Cum | 8018.52 | 8018.52 | 460.43 | False | None | None | False | None | False | 3691967.1636 | 0 | 3296860 | 114700 | None | CNN009 | 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. as directed by Engineer in Charge | Tonne | 106346.69 | 106346.69 | 97.2 | False | None | None | False | None | False | 10336898.268 | 0 | 3296861 | 114700 | None | CNN010 | 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) M15 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as directed by Engineer in Charge | Cum | 8574.44 | 8574.44 | 3084.82 | False | None | None | False | None | False | 26450604.0008 | 0 | 3296862 | 114700 | None | CNN011 | 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 chargeas directed by Engineer in Charge | Cum | 857.44 | 857.44 | 3084.82 | False | None | None | False | None | False | 2645048.0608 | 0 | 3296863 | 114700 | None | CNN012 | 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 aggregatesas directed by Engineer in Charge | Cum | 8876.33 | 8876.33 | 797.1 | False | None | None | False | None | False | 7075322.643 | 0 | 3296864 | 114700 | None | CNN013 | 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 as directed by Engineer in Charge | Cum | 887.63 | 887.63 | 797.1 | False | None | None | False | None | False | 707529.873 | 0 | 3296865 | 114700 | None | CNN014 | Providing and laying in position 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as directed by Engineer in Charge | Cum | 9161.04 | 9161.04 | 932.5 | False | None | None | False | None | False | 8542669.8 | 0 | 3296866 | 114700 | None | CNN015 | 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 as directed by Engineer in Charge | Cum | 1832.2 | 1832.2 | 932.5 | False | None | None | False | None | False | 1708526.5 | 0 | 3296867 | 114700 | None | CNN016 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V 20H towards drawing foce. Complete as per drawing and Technical Specifications as directed by Engineer in Charge | No | 293.3 | 293.3 | 78.0 | False | None | None | False | None | False | 22877.4 | 0 | 3296868 | 114700 | None | CNN017 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification as directed by Engineer in Charge | No | 4014.17 | 4014.17 | 14.0 | False | None | None | False | None | False | 56198.38 | 0 | 3296869 | 114700 | None | CNN018 | Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, 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.as directed by Engineer in Charge | Mtr | 17537.91 | 17537.91 | 112.05 | False | None | None | False | None | False | 1965122.8155 | 0 | 3296870 | 114700 | None | CNN019 | 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.as directed by Engineer in Charge | Cum | 581.69 | 581.69 | 2000.0 | False | None | None | False | None | False | 1163380.0 | 0 | 3296871 | 114700 | None | CNN020 | Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. A. Boulders laid dry without wire cratesas directed by Engineer in Charge | Cum | 2346.4 | 2346.4 | 908.64 | False | None | None | False | None | False | 2132032.896 | 0 | 3296872 | 114700 | None | CNN021 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Stone/Boulder as directed by Engineer in Charge | Cum | 2346.4 | 2346.4 | 210.0 | False | None | None | False | None | False | 492744.0 | 0 | 3296873 | 114700 | None | CNN022 | 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. as directed by Engineer in Charge | Cum | 3140.4 | 3140.4 | 562.5 | False | None | None | False | None | False | 1766475.0 | 0 | 3296874 | 114700 | None | CNN023 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications.as directed by Engineer in Charge | Cum | 17145.21 | 17145.21 | 85.19 | False | None | None | False | None | False | 1460600.4399 | 0 | 3296875 | 114700 | None | CNN024 | 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 as directed by Engineer in Charge | Cum | 8288.5 | 8288.5 | 491.25 | False | None | None | False | None | False | 4071725.625 | 0 | 3296876 | 114700 | None | CNN025 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer incharge. 600 x 300 x 150 mm Kerb Stone (The cost of PCC shall be paid extra)as directed by Engineer in Charge | No | 568.19 | 568.19 | 20.0 | False | None | None | False | None | False | 11363.8 | 0 | 3296877 | 114700 | None | CNN026 | Providing and laying 60mm thick factory made precast M-30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification)as directed by Engineer in Charge | Sqm | 1310.64 | 1310.64 | 475.0 | False | None | None | False | None | False | 622554.0 | 0 | 3296878 | 114700 | None | CNN027 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 as directed by Engineer in Charge | No | 11044.8 | 11044.8 | 1.0 | False | None | None | False | None | False | 11044.8 | 0 | 3296879 | 114700 | None | CNN028 | 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 as directed by Engineer in Charge | Cum | 125.17 | 125.17 | 840.524 | False | None | None | False | None | False | 105208.38908 | 0 | 3296880 | 114700 | None | CNN029 | 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 1.5m, but not exceeding 3 m as directed by Engineer in Charge | Cum | 521.56 | 521.56 | 709.89 | False | None | None | False | None | False | 370250.2284 | 0 | 3296881 | 114700 | None | CNN030 | 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 as directed by Engineer in Charge | Cum | 7349.7 | 7349.7 | 185.37 | False | None | None | False | None | False | 1362413.889 | 0 | 3296882 | 114700 | None | CNN031 | 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. as directed by Engineer in Charge | Tonne | 106082.84 | 106082.84 | 17.06 | False | None | None | False | None | False | 1809773.2504 | 0 | 3296883 | 114700 | None | CNN032 | 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) M15 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as directed by Engineer in Charge | Cum | 7858.98 | 7858.98 | 393.12 | False | None | None | False | None | False | 3089522.2176 | 0 | 3296884 | 114700 | None | CNN033 | 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 as directed by Engineer in Charge | Cum | 785.89 | 785.89 | 393.12 | False | None | None | False | None | False | 308949.0768 | 0 | 3296885 | 114700 | None | CNN034 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates as directed by Engineer in Charge | Cum | 8136.33 | 8136.33 | 961.6 | False | None | None | False | None | False | 7823894.928 | 0 | 3296886 | 114700 | None | CNN035 | 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 as directed by Engineer in Charge | Cum | 813.63 | 813.63 | 961.6 | False | None | None | False | None | False | 782386.608 | 0 | 3296887 | 114700 | None | CNN036 | Providing and fixing 50 mm diameter and 300 mm long perforated 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 etc., complete with all leads and lifts as directed by Engineer in Charge | Each | 369.38 | 369.38 | 307.0 | False | None | None | False | None | False | 113399.66 | 0 | 3296888 | 114700 | None | CNN037 | Conveying and fixing Sluice valve / Check valve true to line and perfect linking with pipes on either side including loading, unloading, lifting and lowering into trench, cleaning ends, inserting gaskets into correct position, jointing pipes and valve to form water tight joints, cost of all jointing materials, machinery, labour & all necessary works completeas directed by Engineer in Charge | Each | 1856.75 | 1856.75 | 3.0 | False | None | None | False | None | False | 5570.25 | 0 | 3296889 | 114700 | None | CNN003 | Providing and placing sand bags consisting of empty cement bags filled with 35 to 40 kg locally available sand for forming ring bund including cost of all materials, labour, plugging joints with selected earth, and all other ancillary operations complete.as directed by Engineer in Charge | Bag | 83.45 | 83.45 | 5571.0 | False | None | None | False | None | False | 464899.95 | 0 |
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