| 1706874630000 | 0 | None | None | Other Works | Upgradation of Road, Including Asphalting & Construction of RCC drains in Raichur Growth Centre Industrial Area, Raichur District. | 99999237.11 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2408380 | 71923 | None | code01 | FORMATION OF ROADS & ASPHALTING : 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. ii) By Mechanical Means using Dozer: B. In area of thorny jungle.complete with all lead and lift etc, as per specification and direction of Engineer in charge. | 100 Sqm | 599.68 | 599.68 | 135.9 | False | None | None | False | None | False | 81496.512 | 0 | | 2408381 | 71923 | None | code02 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material by Mechanical Means using Hydraulic excavator with in all lifts and lead .complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Sqm | 7.43 | 7.43 | 15855.0 | False | None | None | False | None | False | 117802.65 | 0 | | 2408382 | 71923 | None | code03 | Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator .complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Sqm | 6.2 | 6.2 | 31710.0 | False | None | None | False | None | False | 196602.0 | 0 | | 2408383 | 71923 | None | code04 | 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.complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 130.1 | 130.1 | 6296.7 | False | None | None | False | None | False | 819200.67 | 0 | | 2408384 | 71923 | None | code05 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2.complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 610.83 | 610.83 | 7678.35 | False | None | None | False | None | False | 4690166.5305 | 0 | | 2408385 | 71923 | None | code06 | 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 (v) For Grading -V Material.complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 2922.8 | 2922.8 | 6311.8 | False | None | None | False | None | False | 18448129.04 | 0 | | 2408386 | 71923 | None | code07 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mx 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 direction of Engineer in charge. | Cum | 3170.6 | 3170.6 | 5285.0 | False | None | None | False | None | False | 16756621.0 | 0 | | 2408387 | 71923 | None | code08 | 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 direction of Engineer in charge. | Sqm | 50.8 | 50.8 | 21140.0 | False | None | None | False | None | False | 1073912.0 | 0 | | 2408388 | 71923 | None | code09 | Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 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 direction of Engineer in charge. | Cum | 11802.71 | 11802.71 | 1268.4 | False | None | None | False | None | False | 14970557.364 | 0 | | 2408389 | 71923 | None | code10 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface.complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Sqm | 17.35 | 17.35 | 21140.0 | False | None | None | False | None | False | 366779.0 | 0 | | 2408390 | 71923 | None | code11 | Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 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 with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 13669.89 | 13669.89 | 845.6 | False | None | None | False | None | False | 11559258.984 | 0 | | 2408391 | 71923 | None | code12 | Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409. b. PCC M20 grade for kerb Cast in Situ.complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Mtr | 482.65 | 482.65 | 3020.0 | False | None | None | False | None | False | 1457603.0 | 0 | | 2408392 | 71923 | None | code13 | Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408.complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 454.71 | 454.71 | 1328.8 | False | None | None | False | None | False | 604218.648 | 0 | | 2408393 | 71923 | None | code14 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 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:67:2022. 90 cm equilateral triangle .complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Each | 5882.77 | 5882.77 | 6.0 | False | None | None | False | None | False | 35296.62 | 0 | | 2408394 | 71923 | None | code15 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Sqm | 11163.39 | 11163.39 | 6.3 | False | None | None | False | None | False | 70329.357 | 0 | | 2408395 | 71923 | None | code16 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Sqm | 656.67 | 656.67 | 1132.5 | False | None | None | False | None | False | 743678.775 | 0 | | 2408396 | 71923 | None | code17 | CONSTRUCTION OF RCC SIDE DRAINS : 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 direction of Engineer in charge. | Cum | 126.38 | 126.38 | 877.5 | False | None | None | False | None | False | 110898.45 | 0 | | 2408397 | 71923 | None | code18 | 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 direction of Engineer in charge. | Cum | 7627.28 | 7627.28 | 351.0 | False | None | None | False | None | False | 2677175.28 | 0 | | 2408398 | 71923 | 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.-M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 10576.17 | 10576.17 | 1255.5 | False | None | None | False | None | False | 13278381.435 | 0 | | 2408399 | 71923 | 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 with all lead and lift etc, as per specification and direction of Engineer in charge. | Mtr | 296.12 | 296.12 | 270.0 | False | None | None | False | None | False | 79952.4 | 0 | | 2408400 | 71923 | None | code21 | 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 direction of Engineer in charge. | Tonne | 97894.63 | 97894.63 | 69.05 | False | None | None | False | None | False | 6759624.2015 | 0 | | 2408401 | 71923 | None | code22 | Construction of RCC Box Culvert : 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 direction of Engineer in charge. | Cum | 126.38 | 126.38 | 79.4 | False | None | None | False | None | False | 10034.572 | 0 | | 2408402 | 71923 | None | code23 | 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 direction of Engineer in charge. | Cum | 7627.28 | 7627.28 | 61.47 | False | None | None | False | None | False | 468848.9016 | 0 | | 2408403 | 71923 | None | code24 | 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 direction of Engineer in charge. | Tonne | 97894.63 | 97894.63 | 13.07 | False | None | None | False | None | False | 1279482.8141 | 0 | | 2408404 | 71923 | None | code25 | 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 direction of Engineer in charge. | Cum | 9420.36 | 9420.36 | 211.56 | False | None | None | False | None | False | 1992971.3616 | 0 | | 2408405 | 71923 | None | code26 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant).complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 14663.57 | 14663.57 | 58.38 | False | None | None | False | None | False | 856059.2166 | 0 | | 2408406 | 71923 | None | code27 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) .complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 17310.07 | 17310.07 | 14.01 | False | None | None | False | None | False | 242514.0807 | 0 | | 2408407 | 71923 | None | code28 | 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. complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 3316.8 | 3316.8 | 66.72 | False | None | None | False | None | False | 221296.896 | 0 | | 2408408 | 71923 | None | code29 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20
mm, covered with sealant complete as per drawing and technical specifications.complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Mtr | 286.21 | 286.21 | 55.6 | False | None | None | False | None | False | 15913.276 | 0 | | 2408409 | 71923 | None | code30 | 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 direction of Engineer in charge. | Mtr | 296.12 | 296.12 | 13.71 | False | None | None | False | None | False | 4059.8052 | 0 | | 2408410 | 71923 | None | code31 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Sqm | 135.05 | 135.05 | 13.61 | False | None | None | False | None | False | 1838.0305 | 0 | | 2408411 | 71923 | None | code32 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade - English and Roman.complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Per cm Height Per Letter | 1.98 | 1.98 | 3200.0 | False | None | None | False | None | False | 6336.0 | 0 | | 2408412 | 71923 | None | code33 | 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.complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 329.57 | 329.57 | 6.67 | False | None | None | False | None | False | 2198.2319 | 0 |
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