| 1722426205000 | 0 | None | None | Roads | Construction of CC Road, Asfalt Road and Rcc Drain at Various places of Basavanabagewadi Town | 33463651.3 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3660530 | 133579 | None | code01 | Earth Work Excavtion : Earth work in surface excavation by mechanical means for lowering & levelling the ground for all works other than foundation in all kinds of soils & up to depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. PWD SR 2023-24, vol-1 Item No.1.12, Page No.08 | Cum | 97.85 | 97.85 | 4504.4 | False | None | None | False | None | False | 440755.54 | 0 | | 3660531 | 133579 | 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 work PWD SR 2023-24, vol-1 Item No.1.14.1, Page No.08 | Cum | 105.06 | 105.06 | 561.31 | False | None | None | False | None | False | 58971.2286 | 0 | | 3660532 | 133579 | None | code03 | 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 leadPWD SR 2023-24, vol-3 Item No.3.5 Page No.17 | Sqm | 6.18 | 6.18 | 3641.4 | False | None | None | False | None | False | 22503.852 | 0 | | 3660533 | 133579 | None | code04 | 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 PWD SR 2023-24, vol-3 Item No.1.8 Page No.7 | Cum | 488.22 | 488.22 | 4357.6 | False | None | None | False | None | False | 2127467.472 | 0 | | 3660534 | 133579 | None | code05 | Construction of Granular Sub Base by providing graded Material, mixing with cement in a mechanical mix plant at OMC carriage of mixed material to work site spreading in a uniform layer with mechanical paver on prepared surface and compaction with vibratory power roller to achieve the desired density complete as per clause 401 (2.5% Cement) Laying using Mechanical Paver Grading V materials PWD SR 2023-24, vol-3 Item No.16.10 Page No.145 | Cum | 1469.81 | 1469.81 | 1100.75 | False | None | None | False | None | False | 1617893.3575 | 0 | | 3660535 | 133579 | None | code06 | 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.PWD SR 2023-24, vol-3 Item No.4.17 Page No.26 | Cum | 2635.77 | 2635.77 | 2865.02 | False | None | None | False | None | False | 7551533.7654 | 0 | | 3660536 | 133579 | None | code07 | 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 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, 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.PWD SR 2023-24, vol-3 Item No.16.27 Page No.148 | Cum | 6565.22 | 6565.22 | 1391.28 | False | None | None | False | None | False | 9134059.2816 | 0 | | 3660537 | 133579 | None | code08 | 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) 2.1.3 Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregatesPWD SR 2023-24, vol-1 Item No.2.1.6 Page No.15 | Cum | 6430.29 | 6430.29 | 139.76 | False | None | None | False | None | False | 898697.3304 | 0 | | 3660538 | 133579 | None | code09 | 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 aggregatesPWD SR 2023-24, vol-1 Item No.2.4.2 Page No.16 | Cum | 6828.9 | 6828.9 | 256.32 | False | None | None | False | None | False | 1750383.648 | 0 | | 3660539 | 133579 | None | code10 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Cement Concrete Drain Walls pwd2023-24, vol-1 Item No.4 Page No.111 | Sqm | 2390.12 | 2390.12 | 256.32 | False | None | None | False | None | False | 612635.5584 | 0 | | 3660540 | 133579 | None | code11 | 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.PWD SR 2023-24, vol-1 Item No.1.9 Page No.7 | Cum | 273.98 | 273.98 | 85.86 | False | None | None | False | None | False | 23523.9228 | 0 | | 3660541 | 133579 | 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.PWD SR 2023-24, vol-1 Item No.2.11.a Page No.18 | Tonne | 92140.71 | 92140.71 | 10.48 | False | None | None | False | None | False | 965634.6408 | 0 | | 3660542 | 133579 | None | code13 | 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.PWD SR 2023-24, vol-3 Item No.5.1 Page No.31 | Sqm | 42.23 | 42.23 | 11476.4 | False | None | None | False | None | False | 484648.372 | 0 | | 3660543 | 133579 | None | code14 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on the prepared bituminous surface cleaned with mechanical broomPWD SR 2023-24, vol-3 Item No.5.1 Page No.31 | Sqm | 12.36 | 12.36 | 11476.4 | False | None | None | False | None | False | 141848.304 | 0 | | 3660544 | 133579 | None | code15 | Providing and laying Bituminous Macadam with 120 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compactionPWD SR 2023-24, vol-3 Item No.5.6i Page No.31 | Cum | 7762.08 | 7762.08 | 502.83 | False | None | None | False | None | False | 3903006.6864 | 0 | | 3660545 | 133579 | None | code16 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 5 by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revisionPWD SR 2023-24, vol-3 Item No.5.31 Page No.43 | Cum | 10456.56 | 10456.56 | 286.91 | False | None | None | False | None | False | 3000091.6296 | 0 | | 3660546 | 133579 | None | code17 | 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 holesPWD SR 2023-24, vol-4 Item No.8.15 Page No.67 | Sqm | 545.9 | 545.9 | 87.0 | False | None | None | False | None | False | 47493.3 | 0 | | 3660547 | 133579 | None | code18 | Providing and laying 100mm thick precast cover slabs over Road side
drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @6kg/m2, slabs jointed in CM 1:3 proportion and nicely finishedIncluding
providing holes in the Cover slabs wherever necessary for easy drain ageof surface water including of labour,materials, scaffolding, usage of
machinery, curing, lead and lift charges etc, Complete.PWD SR 2023-24, vol-2 Item No.17.14 Page No.177 | Sqm | 1205.1 | 1205.1 | 1.0 | False | None | None | False | None | False | 1205.1 | 0 | | 3660548 | 133579 | None | code19 | Providing Random rubble masonry with hard stone in foundation and
plinth including levelling up with cement concrete 1:6:12 (1 cement : 6
coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with PWD SR 2023-24, vol-2 Item No.5.11 Page No.9 | Cum | 5779.33 | 5779.33 | 101.97 | False | None | None | False | None | False | 589318.2801 | 0 | | 3660549 | 133579 | None | code20 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement:
4 fine sand) to brick masonry including rounding off corners wherever
required smooth rendering, providing and removing scaffolding, including
cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-chargePWD SR 2023-24, vol-2 Item No.8.1.1 Page No.41 | Sqm | 262.65 | 262.65 | 350.2 | False | None | None | False | None | False | 91980.03 | 0 |
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