1719663517000 | 0 | None | None | Other Works | Construction of Asphalt road, drain, retaining wall connecting from newly constructed concrete road via Balepuni village to Canara Industrial Area approach road in Ullal taluk, Dakshina Kannada District.(2nd call) | 10245232.84 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3417792 | 120957 | None | code01 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 138.77 | 138.77 | 450.0 | False | None | None | False | None | False | 62446.5 | 0 | 3417793 | 120957 | None | code02 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 3117.65 | 3117.65 | 656.25 | False | None | None | False | None | False | 2045957.8125 | 0 | 3417794 | 120957 | None | code03 | 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 etc, as per specification and as per directed by the Engineer in Charge | Cum | 3381.97 | 3381.97 | 468.75 | False | None | None | False | None | False | 1585298.4375 | 0 | 3417795 | 120957 | None | code04 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 54.19 | 54.19 | 1825.0 | False | None | None | False | None | False | 98896.75 | 0 | 3417796 | 120957 | None | code05 | Tack coat on Granular surface treated with primer Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 19.82 | 19.82 | 1825.0 | False | None | None | False | None | False | 36171.5 | 0 | 3417797 | 120957 | None | code06 | Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 11602.33 | 11602.33 | 91.25 | False | None | None | False | None | False | 1058712.6125 | 0 | 3417798 | 120957 | None | code07 | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.2 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 14043.32 | 14043.32 | 70.0 | False | None | None | False | None | False | 983032.4 | 0 | 3417799 | 120957 | None | code08 | 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 etc, as per specification and as per directed by the Engineer in Charge | Cum | 134.8 | 134.8 | 404.65 | False | None | None | False | None | False | 54546.82 | 0 | 3417800 | 120957 | None | code09 | 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 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 8135.77 | 8135.77 | 45.16 | False | None | None | False | None | False | 367411.3732 | 0 | 3417801 | 120957 | None | code10 | Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 11217.01 | 11217.01 | 93.0 | False | None | None | False | None | False | 1043181.93 | 0 | 3417802 | 120957 | None | code11 | Providing and laying in position 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 8973.61 | 8973.61 | 42.0 | False | None | None | False | None | False | 376891.62 | 0 | 3417803 | 120957 | None | code12 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Tonne | 104420.94 | 104420.94 | 6.68 | False | None | None | False | None | False | 697531.8792 | 0 | 3417804 | 120957 | None | code13 | 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. | Cum | 351.55 | 351.55 | 302.0 | False | None | None | False | None | False | 106168.1 | 0 | 3417805 | 120957 | None | code14 | Providing and constructing 450 mm thick hand packed rough stone revetment consisting of 300 mm thick rough stones with 400 to 450 mm long through stones at 1.5 m c / c over a backing of 150 mm thick 40 mm down graded coarse aggregate layer including cost of all materials machinery, labour, laying to specified slope, wedging with chips, finishing & all necessary works as directed and complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 971.38 | 971.38 | 200.0 | False | None | None | False | None | False | 194276.0 | 0 | 3417806 | 120957 | None | code15 | 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. Boulder Laid Dry Without Wire Crates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 2526.9 | 2526.9 | 6.1 | False | None | None | False | None | False | 15414.09 | 0 | 3417807 | 120957 | None | code16 | 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 etc, as per specification and as per directed by the Engineer in Charge | Cum | 134.8 | 134.8 | 165.0 | False | None | None | False | None | False | 22242.0 | 0 | 3417808 | 120957 | None | code17 | 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 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 8135.77 | 8135.77 | 15.0 | False | None | None | False | None | False | 122036.55 | 0 | 3417809 | 120957 | None | code18 | 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 for all other type of structures complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Tonne | 104420.94 | 104420.94 | 6.9 | False | None | None | False | None | False | 720504.486 | 0 | 3417810 | 120957 | None | code19 | 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.-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 9211.02 | 9211.02 | 69.0 | False | None | None | False | None | False | 635560.38 | 0 | 3417811 | 120957 | None | code20 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Mtr | 315.86 | 315.86 | 60.0 | False | None | None | False | None | False | 18951.6 | 0 |
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