| 1720265611000 | 0 | None | None | Roads | CONSTRUCTION OF CONCRETE ROAD AT SIHI NIRU KOLA 2ND CROSS ROAD DEVELOPMENT OF ROADS IN FRONT OF JAI MARUTI TRADERS TO RAILWAY TRACK A IN WARD NO 04 CMC MANDYA | 824643.76 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3471107 | 123822 | None | code01 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 140 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.(P.No.17/I.No 3.7 of PWD Road&Bridges Volume III for the year 2023-24) | Cum | 108.15 | 108.15 | 47.25 | False | None | None | False | None | False | 5110.0875 | 0 | | 3471108 | 123822 | None | code02 | 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.(P.No.26/I.No 4.17 of PWD Road&Bridges Volume III for the year 2023-24) | Cum | 2635.77 | 2635.77 | 47.25 | False | None | None | False | None | False | 124540.1325 | 0 | | 3471109 | 123822 | None | code03 | 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 1401.2.2 M30 (Grade), coarse and fineaggregates 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 1401 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.(P.No.149/I.No 16.28 of PWD Roads&Bridges Volume III for the year 2023-24) | Cum | 6956.62 | 6956.62 | 47.25 | False | None | None | False | None | False | 328700.295 | 0 | | 3471110 | 123822 | 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.(P.No.33/I.No 1.8 of PWD Common SR Volume I for the year 2023-24) | Cum | 488.22 | 488.22 | 10.5 | False | None | None | False | None | False | 5126.31 | 0 | | 3471111 | 123822 | None | code05 | 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.(P.No.17/I.No 3.7 of PWD Road&Bridges Volume III for the year 2023-24) | Cum | 108.15 | 108.15 | 47.25 | False | None | None | False | None | False | 5110.0875 | 0 | | 3471112 | 123822 | 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.(P.No.26/I.No 4.17 of PWD Road&Bridges Volume III for the year 2023-24) | Cum | 2635.77 | 2635.77 | 47.25 | False | None | None | False | None | False | 124540.1325 | 0 | | 3471113 | 123822 | None | code07 | Prime Coat over WMM/WBM Providing and applying primer coat with SS1 grade BitumenEmulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70kg/m2 using mechanical means..(P.No.31/I.No 5.1 of PWD Road&Bridges Volume III for the year 2023-24) | Tonne | 42.23 | 42.23 | 315.0 | False | None | None | False | None | False | 13302.45 | 0 | | 3471114 | 123822 | None | code08 | Tack coat on Bituminous surface Providing and applying tack coat with RS1 Bituminous Emulsionusing emulsion pressure distributor at the rate of 0.20 kg/m2 onthe preparedbituminous surface cleaned with mechanical broom(P.No.31/I.No 5.1 of PWD Road&Bridges Volume III for the year 2023-24) | Cum | 12.36 | 12.36 | 315.0 | False | None | None | False | None | False | 3893.4 | 0 | | 3471115 | 123822 | None | code09 | 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.(P.No.33/I.No 5.8C of PWD Road&Bridges Volume III for the year 2023-24) | Cum | 7890.83 | 7890.83 | 15.75 | False | None | None | False | None | False | 124280.5725 | 0 | | 3471116 | 123822 | None | code10 | 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 revision. (P.No.43/I.No 5.31 of PWD Road&Bridges Volume III for the year 2023-24). | Cum | 10456.56 | 10456.56 | 7.88 | False | None | None | False | None | False | 82397.6928 | 0 | | 3471117 | 123822 | None | code11 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 234 g/m2area, 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. (P.No.67/I.No 8.15 of PWD Road&Bridges Volume III for the year 2023-24) | Cum | 545.9 | 545.9 | 14.0 | False | None | None | False | None | False | 7642.6 | 0 |
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