1706788307000 | 1 | None | None | Flood Protection Works | Construction of RCC retaining wall to Vrushabhavathi Valley V-200 from Chainage 3650.00 to 3800.00m and service road along drain in Freedom Fighters colony in Laggere ward of R.R Nagara Zone | 32770090.46 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2381617 | 70811 | None | code01 | 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 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) with all lead & lift as directed by engineer-incharge-of work | hr | 192.5 | 192.5 | 900.0 | False | None | None | False | None | False | 173250.0 | 0 | 2381618 | 70811 | None | code02 | 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 workthe work 1.14.1 In all kinds of soils Depth upto 3 m with all lead & lift as directed by engineer-incharge-of work | Cum | 112.2 | 112.2 | 4050.0 | False | None | None | False | None | False | 454410.0 | 0 | 2381619 | 70811 | None | code03 | Providing and Filling in foundation with ranite / trap broken metal 100mm. And down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. with all lead & lift as directed by engineer-incharge-of work | Cum | 2950.2 | 2950.2 | 378.75 | False | None | None | False | None | False | 1117388.25 | 0 | 2381620 | 70811 | None | code04 | 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 20 mm nominal size graded crushed coarse aggregates with all lead & lift as directed by engineer-incharge-of work | Cum | 6838.7 | 6838.7 | 337.51 | False | None | None | False | None | False | 2308129.637 | 0 | 2381621 | 70811 | None | code05 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 with all lead & lift as directed by engineer-incharge-of work | Cum | 7413.12 | 7413.12 | 708.75 | False | None | None | False | None | False | 5254048.8 | 0 | 2381622 | 70811 | None | code06 | 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 with all lead & lift as directed by engineer-incharge-of work | Cum | 7666.56 | 7666.56 | 793.75 | False | None | None | False | None | False | 6085332.0 | 0 | 2381623 | 70811 | None | code07 | 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 with all lead & lift as directed by engineer-incharge-of work | Tonne | 86912.1 | 86912.1 | 150.26 | False | None | None | False | None | False | 13059412.146 | 0 | 2381624 | 70811 | None | code08 | 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 2706 & 2200 with all lead & lift as directed by engineer-incharge-of work | Mtr | 262.9 | 262.9 | 166.0 | False | None | None | False | None | False | 43641.4 | 0 | 2381625 | 70811 | None | code09 | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kankar/Moorum.(Tipper 14 m3) Taking output 25 t load and lead 10 km = 250 t.km Average Weight of Earth 10 Tonne/Km For 10.00Km ((25X10X7)/14) with all lead & lift as directed by engineer-incharge-of work | Cum | 232.1 | 232.1 | 3600.0 | False | None | None | False | None | False | 835560.0 | 0 | 2381626 | 70811 | None | code10 | Providing & fixing 20 mm thick compressible fibre boardin expansion joint complete as per drawing & Technical Specification. with all lead & lift as directed by engineer-incharge-of work | Mtr | 150.7 | 150.7 | 117.0 | False | None | None | False | None | False | 17631.9 | 0 | 2381627 | 70811 | None | code11 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. with all lead & lift as directed by engineer-incharge-of work | Cum | 2944.7 | 2944.7 | 45.0 | False | None | None | False | None | False | 132511.5 | 0 | 2381628 | 70811 | None | code12 | Compacting original ground supporting embankment 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 with all lead & lift as directed by engineer-incharge-of work | Cum | 115.5 | 115.5 | 206.25 | False | None | None | False | None | False | 23821.875 | 0 | 2381629 | 70811 | None | code13 | 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. with all lead & lift as directed by engineer-incharge-of work | Cum | 521.4 | 521.4 | 412.5 | False | None | None | False | None | False | 215077.5 | 0 | 2381630 | 70811 | None | code14 | 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.Wet Mix Macadam (Plant mix method) with all lead & lift as directed by engineer-incharge-of work | Cum | 2814.9 | 2814.9 | 206.25 | False | None | None | False | None | False | 580573.125 | 0 | 2381631 | 70811 | None | code15 | Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion,construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant,debonding strip, dowel bar, tie rod,admixtures, curing compound, steel channels, finishing to lines and grades as per drawing with all lead & lift as directed by engineer-incharge-of work | Cum | 9967.1 | 9967.1 | 137.5 | False | None | None | False | None | False | 1370476.25 | 0 | 2381632 | 70811 | None | code16 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete einforced with TMT bars Fe 550 @ 6kg/ m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. with all lead & lift as directed by engineer-incharge-of work | Sqm | 1287.0 | 1287.0 | 250.0 | False | None | None | False | None | False | 321750.0 | 0 | 2381633 | 70811 | None | code17 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.with all lead & lift as directed by engineer-incharge-of work | Kg | 149.6 | 149.6 | 3275.425 | False | None | None | False | None | False | 490003.58 | 0 | 2381634 | 70811 | None | code18 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. (Made of G.I. wire of dia 4 mm)with all lead & lift as directed by engineer-incharge-of work | Sqm | 883.3 | 883.3 | 325.0 | False | None | None | False | None | False | 287072.5 | 0 |
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