| 1724918638000 | 1 | None | None | Roads | Construction of Drain at Meerapurhatti Road to Ramesh Jakappa Patil House and Kabbur Bagewadi Road to Shantavva Peerappagol House(3 Lakhs) 2) Ward No-07 Kenchnatti Kabbur Main Road to Basappa Ballappa Kukanur House (4Lakhs) 3) Development of Road Ward No-18 Ningankodi Road to Ashok Jivani totta ( 4Lakhs) 4) Construction of Drain Vittal Temple to Shrikant Kulkarni House Kalmeshwar Temple to Hirehalla under TPC Limit | 1339144.89 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3877470 | 148809 | None | 001 | 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.By Manual Means In area of light jungle.CSR. 2023-24 Vol-3 P.No.09/I No.2.4 i)A
| Sqm | 11.78 | 11.78 | 1071.0 | False | None | None | False | None | False | 12616.38 | 0 | | 3877471 | 148809 | None | 002 | Scarifying Existing Granular Surface to a Depth of 50 mm by Mechanical Means using Hydraulic excavator.CSR. 2023-24 Vol-3 P.No.17/I No.3.4
| Sqm | 8.0 | 8.0 | 1071.0 | False | None | None | False | None | False | 8568.0 | 0 | | 3877472 | 148809 | None | 003 | 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. .CSR. 2023-24 Vol-3 P.No.17 /I No 3.7
| Cum | 110.25 | 110.25 | 107.1 | False | None | None | False | None | False | 11807.775 | 0 | | 3877473 | 148809 | None | 004 | Construction of Subgrade and Earthen Shoulders 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- CSR. 2023-24 Vol-3 P No.17 /I No.3.6
| Cum | 517.65 | 517.65 | 16.07 | False | None | None | False | None | False | 8318.6355 | 0 | | 3877474 | 148809 | None | 005 | 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. CSR. 2023-24 P No.7/I No.1.8 Vol-1
| Cum | 497.7 | 497.7 | 160.65 | False | None | None | False | None | False | 79955.505 | 0 | | 3877475 | 148809 | None | 006 | WBM Grading 1 Crushable Screening: WBM Grading 1 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. Using Screening Type A (13.2mm agg) CSR. 2023-24 P No.25 /I No.4.13 (i) (b) Vol-3.
| Cum | 2821.35 | 2821.35 | 80.325 | False | None | None | False | None | False | 226624.93875 | 0 | | 3877476 | 148809 | None | 007 | WBM Grading 2 Crushable Screening: WBM Grading 2 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. Using Screening Type B (11.2mm agg) CSR. 2023-24 P No.25 /I No.4.13 (ii) (b) Vol-3
| Cum | 2886.45 | 2886.45 | 80.325 | False | None | None | False | None | False | 231854.09625 | 0 | | 3877477 | 148809 | None | 008 | Prime Coat over WMM/WBM : 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. CSR. 2023-24 P No.31/I No.5.1 Vol-3
| Sqm | 43.05 | 43.05 | 1071.0 | False | None | None | False | None | False | 46106.55 | 0 | | 3877478 | 148809 | None | 009 | Mix Seal Surfacing Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using VG-30 bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 507.CSR. 2023-24 P No.145/I No.16.11 Vol-3
| Sqm | 238.35 | 238.35 | 1071.0 | False | None | None | False | None | False | 255272.85 | 0 | | 3877479 | 148809 | None | 010 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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. CSR. 2023-24 P No.67/I No.8.15 Vol-3
| Sqm | 556.5 | 556.5 | 71.4 | False | None | None | False | None | False | 39734.1 | 0 | | 3877480 | 148809 | None | 011 | Manual Means: Earth work excavation by manual means for drains, canals, waste weir, draft,approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work.In all kinds of soils Depth upto 1.5 m CSR 2023-24 Volume 1 (P No: 5 I.No:1.4.1)
| Cum | 254.1 | 254.1 | 71.436 | False | None | None | False | None | False | 18151.8876 | 0 | | 3877481 | 148809 | None | 012 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work CSR 2023-24 Volume 3 (P No: 17 I.No: 3.1 )
| Cum | 89.25 | 89.25 | 71.44 | False | None | None | False | None | False | 6376.02 | 0 | | 3877482 | 148809 | None | 013 | 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 40 mm nominal size graded crushed coarse aggregates CSR 2023-24 Volume 1 (P No: 15 I.No:2.1.3 )
| Cum | 6288.45 | 6288.45 | 10.99 | False | None | None | False | None | False | 69110.0655 | 0 | | 3877483 | 148809 | None | 014 | 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 lasticisers, 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates CSR 2023-24 Volume 1 (Page No.15,I.No. 2.3.1)
| Cum | 6639.15 | 6639.15 | 21.98 | False | None | None | False | None | False | 145928.517 | 0 | | 3877484 | 148809 | None | 015 | Form Work: As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. CSR 2023-24 Volume 1 (P No: 111 Addendum 1 SL.NO 4)
| Cum | 2323.7 | 2323.7 | 21.98 | False | None | None | False | None | False | 51074.926 | 0 | | 3877485 | 148809 | None | 016 | 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 .CSR 2023-24 Volume 1 (P No: 18 I.No:2.11 (h) )
| Tonne | 82961.55 | 82961.55 | 1.5386 | False | None | None | False | None | False | 127644.64083 | 0 |
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