| 1709200364000 | 0 | None | None | Roads | Construction of Road work (Asphalt road) from Ghousia nagara bridge to Arkeshwara colony bridge (nice road) in limits of CMC ramanagara | 7910341.07 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2860162 | 92915 | None | RMGM1.10 | 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 plasticisers, 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. (PWD Common SR 2023-24 Vol-1 , P-no 16, I-no 2.3.1) | Cum | 6828.84 | 6828.84 | 75.0 | False | None | None | False | None | False | 512163.0 | 0 | | 2860163 | 92915 | None | RMGM1.11 | 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.All other type of structures. (PWD Common SR 2023-24 Vol-1 , P-no 18, I-no 2.11 h) | Tonne | 81381.33 | 81381.33 | 2.63 | False | None | None | False | None | False | 214032.8979 | 0 | | 2860164 | 92915 | None | RMGM1.12 | 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 lead. (PWD Common SR 2023-24 Vol-3 , P-no 17, I-no 3.4) | Cum | 6.18 | 6.18 | 3575.0 | False | None | None | False | None | False | 22093.5 | 0 | | 2860165 | 92915 | None | RMGM1.13 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto 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 upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work. In all kinds of soils upto 300 mm depth. (PWD Common SR 2023-24 Vol-1 , P-no 08, I-no 1.12) | Cum | 97.85 | 97.85 | 1072.5 | False | None | None | False | None | False | 104944.125 | 0 | | 2860166 | 92915 | None | RMGM1.14 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work(PWD Common SR 2023-24 Vol-3 , P-no 17, I-no 3.7) | Cum | 87.55 | 87.55 | 1072.5 | False | None | None | False | None | False | 93897.375 | 0 | | 2860167 | 92915 | None | RMGM1.15 | 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.(PWD Common SR 2023-24 Vol-1 , P-no 18, I-no 2.11 h) | Cum | 108.15 | 108.15 | 357.5 | False | None | None | False | None | False | 38663.625 | 0 | | 2860168 | 92915 | None | RMGM1.16 | 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 (PWD Common SR 2023-24 Vol-3 , P-no 23, I-no 4.1.A.(v)) | Cum | 2562.64 | 2562.64 | 357.5 | False | None | None | False | None | False | 916143.8 | 0 | | 2860169 | 92915 | None | RMGM1.17 | 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. (PWD Common SR 2023-24 Vol-3 , P-no 26, I-no 4.17) | Cum | 2635.77 | 2635.77 | 715.0 | False | None | None | False | None | False | 1884575.55 | 0 | | 2860170 | 92915 | None | RMGM1.20 | 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 0.70 kg/m2 using mechanical means. (PWD Common SR 2023-24 Vol-3 , P-no 31, I-no 5.1. A) | Sqm | 42.23 | 42.23 | 3575.0 | False | None | None | False | None | False | 150972.25 | 0 | | 2860171 | 92915 | None | RMGM1.21 | 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. (PWD Common SR 2023-24 Vol-3 , P-no 33, I-no 5.8 C) | Cum | 7890.83 | 7890.83 | 178.75 | False | None | None | False | None | False | 1410485.8625 | 0 | | 2860172 | 92915 | None | RMGM1.22 | Providing and applying tack coat with RS-1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.30 kg/m2 on Cement Concrete pavement.(PWD Common SR 2023-24 Vol-3 , P-no 35, I-no 5.5) | Sqm | 17.51 | 17.51 | 3575.0 | False | None | None | False | None | False | 62598.25 | 0 | | 2860173 | 92915 | None | RMGM1.23 | 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.(PWD Common SR 2023-24 Vol-3 , P-no 43, I-no 5.3.1) | Cum | 10456.56 | 10456.56 | 107.25 | False | None | None | False | None | False | 1121466.06 | 0 | | 2860174 | 92915 | None | RMGM1.24 | 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.(DSR 2023-24 Vol-3 , P-no 67, I-no 8.15) | Sqm | 545.9 | 545.9 | 195.0 | False | None | None | False | None | False | 106450.5 | 0 | | 2860175 | 92915 | None | RMGM1.25 | Aluminium studs 100 x 100 mm fitted with lense reflectors. (DSR 2023-24 Vol-3 , P-no A9, I-no 8) | Each | 309.0 | 309.0 | 975.0 | False | None | None | False | None | False | 301275.0 | 0 | | 2860176 | 92915 | None | RMGM1.26 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete.Upto 0.60m depth. (DSR 2023-24 Vol-5 , P-no 198, I-no 16.28.2) | Each | 16852.0 | 16852.0 | 12.0 | False | None | None | False | None | False | 202224.0 | 0 | | 2860177 | 92915 | None | RMGM1.27 | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing
of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete.90mm(weight of pipe -1.313 kg) .(PWD Common SR 2023-24 Vol-5 , P-no 120, I-no 1.14.10) | Mtr | 265.74 | 265.74 | 100.0 | False | None | None | False | None | False | 26574.0 | 0 | | 2860178 | 92915 | None | RMGM1.28 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 20 mm nominal dia pipes(PWD Common SR 2023-24 Vol-2 , P-no 122, I-no 13.32.2) | Mtr | 390.37 | 390.37 | 50.0 | False | None | None | False | None | False | 19518.5 | 0 | | 2860179 | 92915 | None | RMGM1.30 | Excavation and removal of silt and silt mixed with sand from canal bed by manual means including disposing off the same in spoil bank or on the canal embankment in layers as directed with all other ancillary operations complete in slussy condition. (PWD Common SR 2023-24 Vol-4 , P-no 104, I-no 8.24.2) | Cum | 366.68 | 366.68 | 126.0 | False | None | None | False | None | False | 46201.68 | 0 | | 2860180 | 92915 | None | RMGM1.30 | Providing and laying 100mm thick pre-cast 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 finished Including providing holes in the Cover slabs wherever necessary for easy drain age of surface water including of labour, materials, scaffolding, usage of
machinery, curing, lead and lift charges etc, Complete. (PWD Common SR 2023-24 Vol-2 , P-no 177, I-no 17.14) | Cum | 1205.1 | 1205.1 | 561.0 | False | None | None | False | None | False | 676061.1 | 0 |
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