| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1725867080000 | 0 | None | None | Roads | Recarpeting of MDR K Belgal to Andra Border from Km 0.00 to 3.20 in Siruguppa Taluk Ballari Distric | 9313008.48 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3942827 | 152589 | None | COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No 9 | 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 (A) In area of light jungle (COMMON SR 2023-24, Vol-3 Sl.No. 2.5 (ii).A, P.No - 9) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | 100 Sqm | 412.65 | 412.65 | 25.6 | False | None | None | False | None | False | 10563.84 | 0 | | 3942828 | 152589 | None | COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17 | 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 (COMMON SR 2023-24, Vol-3, Sl.No.3.7 ,P.No - 17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | Cum | 110.25 | 110.25 | 282.01 | False | None | None | False | None | False | 31091.6025 | 0 | | 3942829 | 152589 | None | COMMON SR 2023-24, Vol-3, Sl.No. 10.15i ,P.No-93 | Patching of Shallow Potholes using SDBC Gr II 25 mm thick -Patching of shallow potholes on asphalt surfaces by using Semi Dense Bituminous Concrete 25mm thickness. The Cost is inclusive of removing the failed materials & cleaning on the road surface, preparation of potholes to the required standards sizes before patching them and application of tack coat at 0.20 kg/m2 over the asphalt surface including lead, loading unloading, rolling and finishing etc., complete as per specification. (COMMON SR 2023-24, Vol-3, Sl.No. 10.15i ,P.No - 93) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | Sqm | 276.15 | 276.15 | 300.0 | False | None | None | False | None | False | 82845.0 | 0 | | 3942830 | 152589 | None | COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17 | 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. 300-2 305 (COMMON SR 2023-24,Vol-3, Sl.No. 3.6 ,P.No -17) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | Cum | 517.65 | 517.65 | 640.0 | False | None | None | False | None | False | 331296.0 | 0 | | 3942831 | 152589 | None | COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26. | Wet Mix Macadam (Plant mix method)
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. (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | Cum | 2686.95 | 2686.95 | 277.01 | False | None | None | False | None | False | 744312.0195 | 0 | | 3942832 | 152589 | None | COMMON SR 2023-24, Vol-3, Sl.No.16.28 ,P.No -149 | 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 M30 (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. (COMMON SR 2023-24, Vol-3, Sl.No.16.28 ,P.No - 149) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | Cum | 7091.7 | 7091.7 | 15.0 | False | None | None | False | None | False | 106375.5 | 0 | | 3942833 | 152589 | None | COMMON SR 2023-24, Vol-3 Sl.No.5.1.A.(i), P.No -31 | 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 0.70kg per m2 using mechanical means. 502 (COMMON SR 2023-24, Vol-3 Sl.No.5.1.A.(i), P.No - 31) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | Sqm | 43.05 | 43.05 | 2670.0 | False | None | None | False | None | False | 114943.5 | 0 | | 3942834 | 152589 | None | COMMON SR 2023-24, Vol-3, Sl.No.5.3.(i), P.No - 31 | Tack coat on Bituminous surface 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 (COMMON SR 2023-24, Vol-3, Sl.No.5.3.(i), P.No - 31) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | Sqm | 12.6 | 12.6 | 11925.0 | False | None | None | False | None | False | 150255.0 | 0 | | 3942835 | 152589 | None | COMMON SR 2023-24, Vol-3 Sl.No.5.8 -ii (C) P.No 30 | Bituminous Macadam Grading - II for traffic less than 20 MSA Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% 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 compaction (COMMON SR 2023-24, Vol-3 Sl.No.5.8 -ii (C) ,P.No - 30) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | Cum | 8044.1 | 8044.1 | 566.25 | False | None | None | False | None | False | 4554971.625 | 0 | | 3942836 | 152589 | None | COMMON SR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43 | Semi Dense Bituminous Concrete Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates 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. IRC-37: 2018 (COMMON SR 2023-24, Vol-3 Sl.No. 5.31, P.No - 43) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | Cum | 10659.6 | 10659.6 | 298.12 | False | None | None | False | None | False | 3177839.952 | 0 | | 3942837 | 152589 | None | COMMON SR 2023-24, Vol-3 Sl.No. 8.7 ,P.No - 65 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67:2012 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 0.9 m2 fixed over back support frame of min 35x 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 60cm, 60 cm below ground level as per approved drawing (COMMON SR 2023-24, Vol-3 Sl.No. 8.7 ,P.No - 65) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | Sqm | 9460.5 | 9460.5 | 0.9 | False | None | None | False | None | False | 8514.45 | 0 |
| | 1725867080000 | 0 | None | None | Roads | Construction of One vent pipe culvert | 343225.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3942838 | 152590 | None | PWD SR 2023-24, Vol-3 Sl.No. 2.8 (ii), A ,PNo - 10 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete,wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead, By Mechanical Means. A. Cement Concrete Grade M-15 & M-20 (COMMON SR 2023-24, Vol-3 Sl.No. 2.8 (ii), A ,P.No - 10) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | Cum | 754.95 | 754.95 | 6.75 | False | None | None | False | None | False | 5095.9125 | 0 | | 3942839 | 152590 | None | COMMON SR 2023-24,Vol-3,SL.No -2.17(ix).A, P.NO 11 | Removing all type of Hume Pipes and Stacking including
Earthwork and Dismantling of Masonry Works. Upto 600 mm dia.(COMMON SR 2023-24, Vol-3, SL.No -2.17(ix).A, P.NO -11) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | m | 1004.85 | 1004.85 | 7.5 | False | None | None | False | None | False | 7536.375 | 0 | | 3942840 | 152590 | None | COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1 | 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 (COMMON SR 2023-24, Vol-1, P.NO -8, SL. No -1.14.1) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | Cum | 107.1 | 107.1 | 18.99 | False | None | None | False | None | False | 2033.829 | 0 | | 3942841 | 152590 | None | COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -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 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 (COMMON SR 2023-24 Vol-1, P.NO -15, SI.No -2.1.3) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | Cum | 6288.45 | 6288.45 | 1.96 | False | None | None | False | None | False | 12325.362 | 0 | | 3942842 | 152590 | None | COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2 | Providing and laying in position Reinforced 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 necesary, 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (COMMON SR 2023-24 Vol-1, P.NO -16, SI.No -2.4.2)CUM ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | Cum | 6639.15 | 6639.15 | 18.35 | False | None | None | False | None | False | 121828.4025 | 0 | | 3942843 | 152590 | None | PWD CSR 2023-24 Vol 1 P.No-111 A | Formwork,centering and scaffolding for 8% culverts(Head walls ) PWD CSR 2023-24 Vol 1 P.No-111 A ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | Cum | 531.13 | 531.13 | 18.35 | False | None | None | False | None | False | 9746.2355 | 0 | | 3942844 | 152590 | None | COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11 | 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. (COMMON SR 2023-24 Vol-1, P.NO -18, SI.No -2.11) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | Tonne | 82961.55 | 82961.55 | 1.06 | False | None | None | False | None | False | 87939.243 | 0 | | 3942845 | 152590 | None | COMMON SR 2023-24, Vol-3 Sl.No. 16.15.B, P.No -146 | 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 1101.6 (COMMON SR 2023-24, Vol-3 Sl.No. 16.15.B, P.No - 146) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | m | 8355.9 | 8355.9 | 7.5 | False | None | None | False | None | False | 62669.25 | 0 | | 3942846 | 152590 | None | COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.3.A | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification . A Granular material 710.1.4.of IRC:78 &2200 A. GRANULAR MATERIAL (COMMON SR 2023-24 Vol-3, P.NO -117, SI.No -12.3.A) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | Cum | 1226.4 | 1226.4 | 12.5 | False | None | None | False | None | False | 15330.0 | 0 | | 3942847 | 152590 | None | COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No -23 | Granular Sub-Base
A Plant Mix Method Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material (COMMON SR 2023-24, Vol-3 Sl.No.4.1.A.(v) ,P.No - 23) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | Cum | 2611.35 | 2611.35 | 3.45 | False | None | None | False | None | False | 9009.1575 | 0 | | 3942848 | 152590 | None | COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26 | Wet Mix Macadam (Plant mix method)
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 (COMMON SR 2023-24, Vol-3 Sl.No.4.17 ,P.No - 26.) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | Cum | 2686.95 | 2686.95 | 2.81 | False | None | None | False | None | False | 7550.3295 | 0 | | 3942849 | 152590 | None | COMMON SR 2023-24 Vol-3 Page No.123 SI.No.13.14 | Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 m2. 800 (COMMON SR 2023-24 Vol-3 Page No.123 SI.No.13.14) ---- including cost of all materials, with all lead and lifts, loading and un-loading charges, cost of labour, HOM charges of all machineries, incidental and equipment charges, and implementation of Environmental and Social Safeguards etc., complete and as per the directions of engineer-in-charge of work. | Sqm | 88.2 | 88.2 | 24.5 | False | None | None | False | None | False | 2160.9 | 0 |
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