1722437789000 | 0 | None | None | Other Works | Development and Construction of Road and Drain in Sun city Estate, Manoj park from Reliance Smart to ZN Comforts apartments ward no43 hubli | 4190799.56 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3662112 | 133650 | None | Code I.No3.5 V No 3 P No 17 | 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 | Sqm | 6.3 | 6.3 | 37.5 | False | None | None | False | None | False | 236.25 | 0 | 3662113 | 133650 | None | Code I.No1.12 V No 1 P No 8 | 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 | Cum | 99.75 | 99.75 | 598.13 | False | None | None | False | None | False | 59663.4675 | 0 | 3662114 | 133650 | None | Code I.No3.7 V No 3 P No 17 | Compacting Original Ground-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. | Cum | 110.25 | 110.25 | 108.75 | False | None | None | False | None | False | 11989.6875 | 0 | 3662115 | 133650 | None | Code I.No3.6 V No 3 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 | Cum | 517.65 | 517.65 | 489.38 | False | None | None | False | None | False | 253327.557 | 0 | 3662116 | 133650 | None | Code I.No4.1A(V) V No 3 P No 23 | Granular Sub-Base 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 For Grading -V Material | Cum | 2611.35 | 2611.35 | 97.88 | False | None | None | False | None | False | 255598.938 | 0 | 3662117 | 133650 | None | Code I.No4.17 V No 3 P No 26 | 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 | Cum | 2686.95 | 2686.95 | 72.5 | False | None | None | False | None | False | 194803.875 | 0 | 3662118 | 133650 | None | Code I.No17-C(4) V No 3 P No 163 | Cutting transverse contraction joints 3 to 4 mm wide and depth,60mm in concrete slab using concrete cutting machine with,diamond studded saw within 4-8 hours of casting of bay / slab,etc. complete including subsequent widening of the groove 8,to 10 mm. wide at top having depth of 15 mm. as directed by,Engineer incharge | m | 73.5 | 73.5 | 261.0 | False | None | None | False | None | False | 19183.5 | 0 | 3662119 | 133650 | None | Code I.No6.3 V No 3 P No 49 | Construction of Dry lean cement concrete sub-base over a
prepared sub grade with coarse and fine aggregates confirmin
to IS 383:2016 the size of coarse aggregates not exceeding 25mmreplacing cement by fly ash to the extent of 20 percent, aggregatecement ratio not to exceed 12:1 aggregates gradation afterblending to be as per table 600-1, cement & cementitious contentnot to be less than 140 kg/m3, optimum moisture content to be determined during trial length construction , concrete strengthnot to be less than 7 Mpa at 7 days, mixed in a batching plant,transported to site, laid with a paver with electronic sensor,compacting with 8-10 t vibratory roller, finishing and curing. | Cum | 4971.75 | 4971.75 | 65.25 | False | None | None | False | None | False | 324406.6875 | 0 | 3662120 | 133650 | None | Code I.No6.8.2 V No 3 P No 51 | Providing and laying 80mm thick factory made precast M -30,grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS,15658 for Commercial Traffic Axle load repetitions upto 10MSA,& for Residential Streets of approved shape and colour, laid in,required pattern and including over 40mm thick compacted bed,of coarse sand, filling the joints with fine sand etc. all complete as,per the direction of Engineer-in-charge. (WMM/WBM Base to be,paid separately as per relevant technical specification) | Sqm | 1219.05 | 1219.05 | 362.5 | False | None | None | False | None | False | 441905.625 | 0 | 3662121 | 133650 | None | Code I.No6.6 V No 3 P No 51 | Plain Cement Pavement Quality M30 grade Concrete (RMC),with OPC & GGBS laid without Paver.Construction of un-reinforced plain cement concrete pavement,using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90,kg/m3, (75:25 proportion) as per approved mix design procedure,and thickness as per design, over a prepared sub base. The,superplastisiser confirming to IS 9103-1999 Reaffirmed-2008,,Coarse aggregates and Fine aggregate confirming to IS:383-2016,,transported to site, laid in approved fixed side form work (steel,channel, laying and fixing of 125 micron thick polythene film,,wedges, steel plates including levelling the form work). Spreading,the concrete with shovels, rackers and compacted using needle,,suitable plate vibrator and finished in a continuous operation,including provision of separation membrane and Hessian cloth,finishing to lines and grades complete including cost of all,materials, labour, all lead & lift, loading charges as per specification,& direction of Engineer - incharge of the work. (Groove cutting,shall be paid seperately), | Cum | 7112.7 | 7112.7 | 137.03 | False | None | None | False | None | False | 974653.281 | 0 | 3662122 | 133650 | None | Code I.No1.14.1 V No 1 P No 8 | 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 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 | Cum | 107.1 | 107.1 | 254.29 | False | None | None | False | None | False | 27234.459 | 0 | 3662123 | 133650 | None | Code I.No2.1.2 V No 1 P No 15 | 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 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 29.92 | False | None | None | False | None | False | 177940.224 | 0 | 3662124 | 133650 | None | Code I.No2.4.2 V No 1 P No 16 | 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 | Cum | 6639.15 | 6639.15 | 100.84 | False | None | None | False | None | False | 669491.886 | 0 | 3662125 | 133650 | None | Code I.No- V No - P No - | Form Work- As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For drain form works consider 35% (UNI SR 2021-22 Vol-1 / Page no.115 / Appendix I Additionalities for Formwork, Centering & Scaffolding) | Cum | 2323.7 | 2323.7 | 70.92 | False | None | None | False | None | False | 164796.804 | 0 | 3662126 | 133650 | None | Code I.No2.11H V No 2 P No 18 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. | t | 82961.55 | 82961.55 | 4.9352 | False | None | None | False | None | False | 409431.84156 | 0 | 3662127 | 133650 | None | Code I.No61.1 V No 5 P No 203 | Supply and fixing of SFRC machinhole cover (Medium Duty) made as per IS to suit existing damaged machinhole cover after removing the debries from inside and outside the existing machinhole etc. with all lead and lifts.- Medium Duty | No | 883.05 | 883.05 | 7.0 | False | None | None | False | None | False | 6181.35 | 0 | 3662128 | 133650 | None | Code I.No8.15 V No 3 P No 67 | 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 Note 1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be appliedon concrete surface.
2. Cost of painter is already included in usage charges of roadmarking machine. | Sqm | 556.5 | 556.5 | 28.0 | False | None | None | False | None | False | 15582.0 | 0 | 3662129 | 133650 | None | Code I.No V No SE HDMC APPROVED RATES P No | Providing and fixing seating bench 1no base slab, 1no back rest, 2no legs, made up of granite stone with nice finish chamfered edge and fillet corner finishes is conveyed to work site it is inclusive of all lead and lift, labour, transportation loading unloading charges, over heads, hire charges of machinery all and placing in position etc., complete work shall be carried out as per the detailed specification, Architect drawing and direction of the engineer in charge of the work. The work includes all other incidental works required to complete the work in all respects for smooth functioning of the equipment at all times in all respects for its intended use. The works required in fixing the eqiupment on site as per the site condition. The cost includes, cost of transportation, cost of labour, HOM of machinery etc., required to complete the work. As per the direction of Engineer-in-charge | No | 18000.0 | 18000.0 | 6.0 | False | None | None | False | None | False | 108000.0 | 0 | 3662130 | 133650 | None | Code I.No8.7 V No 3 P No 65 | Direction and Place Identification Signs upto 0.9 m2 Size,Board.,cm x 45 cm x 60 cm including cost & conveyance of all materials,,equipment,machinery & Labour with all leads and lifts for satisfactory,completion of the work as directed by Engineer incharge. | Sqm | 9460.5 | 9460.5 | 2.43 | False | None | None | False | None | False | 22989.015 | 0 | 3662131 | 133650 | None | Code I.No8.7 V No 3 P No 65 | Removal of Unserviceable Soil with Disposal upto a suitable,distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 598.13 | False | None | None | False | None | False | 53383.1025 | 0 |
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