| 1719494010000 | 0 | None | None | Other Works | Development of Road at Ward No.01 from Raju Dodamani to Govt Hospital (9.00 lakhs), Construction of Storm Water Drain and Providing Slab over Drain at Ward No.04 From Baligar Oni Road to Veerabhadreswar Temple (7.00 lakhs) and Ward No.09 IB Road from Anganwadi to Banashnkari Temple Road in Kittur Town Limits (5.60 lakhs). | 1813971.66 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3390292 | 119407 | 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. PWD Common Volume 3 P No.17, I.No.3.7 | Cum | 108.15 | 108.15 | 750.0 | False | None | None | False | None | False | 81112.5 | 0 | | 3390293 | 119407 | None | code02 | 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 PWD SR Vol 3 P No 17, S No 3.6 | Cum | 507.79 | 507.79 | 150.0 | False | None | None | False | None | False | 76168.5 | 0 | | 3390294 | 119407 | None | code03 | Providing, laying, spreading and compacting stone aggregates of pecific 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. PWD SR Vol 3 P No 25, S No 4.13 A By Manual Means i) Grading-I (63 mm to 45 mm) a) Using Screening Crushable type such as Moorum or Gravel | Cum | 2598.69 | 2598.69 | 75.0 | False | None | None | False | None | False | 194901.75 | 0 | | 3390295 | 119407 | None | code04 | Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-30 laid on prepared surface and rolling with 8-10 t smooth wheeled steel roller Case-II 13mm nominal size chipping Volume 3 (P No. 38, I.No.5.18 ) | Sqm | 82.4 | 82.4 | 1000.0 | False | None | None | False | None | False | 82400.0 | 0 | | 3390296 | 119407 | None | code05 | 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. Volume 3 (P No. 31, I.No.5.1 ) | Sqm | 42.23 | 42.23 | 1000.0 | False | None | None | False | None | False | 42230.0 | 0 | | 3390297 | 119407 | None | code06 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface Volume 3 (P No. 31, I.No.5.4 ) | Sqm | 14.42 | 14.42 | 1000.0 | False | None | None | False | None | False | 14420.0 | 0 | | 3390298 | 119407 | None | code07 | 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 revision. Volume 3 (P No. 43, I.No.5.31 ) | Cum | 10456.56 | 10456.56 | 25.0 | False | None | None | False | None | False | 261414.0 | 0 | | 3390299 | 119407 | None | code08 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin- charge. In cement mortar PWD SR Vol 2 P No 187, I No 19.9.2 | Cum | 1734.52 | 1734.52 | 62.91 | False | None | None | False | None | False | 109118.6532 | 0 | | 3390300 | 119407 | None | code09 | 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. PWD SR Vol 1 P No 8 I No 1.14.1 | Cum | 105.06 | 105.06 | 139.45 | False | None | None | False | None | False | 14650.617 | 0 | | 3390301 | 119407 | None | code10 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work PWD SR Vol 3 P No 17, I No 3.1 | Cum | 87.55 | 87.55 | 202.36 | False | None | None | False | None | False | 17716.618 | 0 | | 3390302 | 119407 | None | code11 | 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) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates. PWD SR Vol 1 P No 15 I No 2.1.3 | Cum | 6168.67 | 6168.67 | 22.21 | False | None | None | False | None | False | 137006.1607 | 0 | | 3390303 | 119407 | None | code12 | Providing and laying in Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR Vol 1 P No 16 I No 2.3.1 | Cum | 6512.69 | 6512.69 | 57.3 | False | None | None | False | None | False | 373177.137 | 0 | | 3390304 | 119407 | None | code13 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below For Drain form works Consider 35% PWD SR Vol 2 P No A-7 I NO 22-2 | Cum | 2279.44 | 2279.44 | 57.2 | False | None | None | False | None | False | 130383.968 | 0 | | 3390305 | 119407 | None | code14 | 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. PWD SR Vol 1 P No 18, I No 2.11 h | Kgs | 81.38 | 81.38 | 3431.7 | False | None | None | False | None | False | 279271.746 | 0 |
|