1708072296000 | 0 | None | None | Roads | Construction of road from Hulyal to Bhimrao naik thanda in Aurad taluka Dist. Bidar | 2519584.93 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2645315 | 82418 | None | Vol.3-2.5.ii | 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. iii)By Mechanical Means using Motor Grader A. In area of light jungle | Sqm | 4.13 | 4.13 | 260.0 | False | None | None | False | None | False | 1073.8 | 0 | 2645316 | 82418 | None | Vol.3-3.7 | 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. | Cum | 110.25 | 110.25 | 146.25 | False | None | None | False | None | False | 16124.0625 | 0 | 2645317 | 82418 | None | Vol.1-1.14.1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, includin 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 5 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. i) In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 78.98 | False | None | None | False | None | False | 8458.758 | 0 | 2645318 | 82418 | None | Vol.1-1.7 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. | Cum | 121.8 | 121.8 | 39.49 | False | None | None | False | None | False | 4809.882 | 0 | 2645319 | 82418 | None | Vol.1-1.8 | 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. | Cum | 497.7 | 497.7 | 184.76 | False | None | None | False | None | False | 91955.052 | 0 | 2645320 | 82418 | None | Vol.3-4.2.B.v | 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 vi)For Grading -V Material | Cum | 2476.95 | 2476.95 | 91.0 | False | None | None | False | None | False | 225402.45 | 0 | 2645321 | 82418 | None | Vol.3-4.14.VB.i.a | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical mean Grading-I (63 mm to 45 mm Using Screening Crushable type such as Moorum or Gravel | Cum | 2272.2 | 2272.2 | 38.02 | False | None | None | False | None | False | 86389.044 | 0 | 2645322 | 82418 | None | Vol.3-4.14.B.ii.b | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. Mechanical mean Grading-II (53 mm to 22.4 mm) Using Screening Type B (11.2mm agg) | Cum | 2526.3 | 2526.3 | 38.02 | False | None | None | False | None | False | 96049.926 | 0 | 2645323 | 82418 | None | Vol.3-5.1.A.i | 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 0.90 kg per m2 using mechanical means. | Sqm | 43.05 | 43.05 | 507.0 | False | None | None | False | None | False | 21826.35 | 0 | 2645324 | 82418 | None | Vol.3-5.3.i | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 12.6 | 12.6 | 487.5 | False | None | None | False | None | False | 6142.5 | 0 | 2645325 | 82418 | None | Vol.3-5.19 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using viscosity grade bitumen VG- 30 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable Hot mix plant of capacity not less than 40/60 TPH laying and rolling with a smooth wheeled roller, finished to required level and grades. | Sqm | 156.45 | 156.45 | 487.5 | False | None | None | False | None | False | 76269.375 | 0 | 2645326 | 82418 | None | Vol.3-5.21.i | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A seal coats with bituminous binder VG-30 Case - I : Type B Premix Sand Seal coat | Sqm | 78.75 | 78.75 | 487.5 | False | None | None | False | None | False | 38390.625 | 0 | 2645327 | 82418 | None | Vol.3-3.6 | 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 | Cum | 517.65 | 517.65 | 58.5 | False | None | None | False | None | False | 30282.525 | 0 | 2645328 | 82418 | None | Vol.3-8.5.a.ii | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2012 made of Class B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 803.1, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 2 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:67:2012. 90 cm equilateral triangle | No | 4918.2 | 4918.2 | 2.0 | False | None | None | False | None | False | 9836.4 | 0 | 2645329 | 82418 | None | Vol.1-1.14 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, includin 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 5 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. i) In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 105.14 | False | None | None | False | None | False | 11260.494 | 0 | 2645330 | 82418 | None | Vol.1-2.1.3 | 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 150mm 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) 3) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6288.45 | 6288.45 | 17.14 | False | None | None | False | None | False | 107784.033 | 0 | 2645331 | 82418 | None | Vol.1-2.5.1 | 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) 1)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6961.5 | 6961.5 | 155.95 | False | None | None | False | None | False | 1085645.925 | 0 | 2645332 | 82418 | None | Vol.1-2.11.h | 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 | Tonne | 82961.55 | 82961.55 | 5.46 | False | None | None | False | None | False | 452970.063 | 0 | 2645333 | 82418 | None | Vol.3-16.15.a | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.1.6 1000mm dia | Rmtr | 8355.9 | 8355.9 | 10.0 | False | None | None | False | None | False | 83559.0 | 0 | 2645334 | 82418 | None | Vol.3-16.15.c | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1101.1.6 750mm dia | Rmtr | 3501.75 | 3501.75 | 15.0 | False | None | None | False | None | False | 52526.25 | 0 | 2645335 | 82418 | None | Vol.1-1.8 | 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. | Cum | 497.7 | 497.7 | 13.72 | False | None | None | False | None | False | 6828.444 | 0 | 2645336 | 82418 | None | MR. | KKRDB Logo Board | No | 6000.0 | 6000.0 | 1.0 | False | None | None | False | None | False | 6000.0 | 0 |
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