1722329557000 | 0 | None | None | Other Works | Construction of Drain at ward no 1 kote kandaka to burial ground continue work construction of drain and raod at ward no 6 7th cross nalgar mabusab house to venkatesh mestri house ward no 14 koravara oni sanna maremma temple area construction of cc drain at ward no 19 jandakatte to nimishamba temple ward no 23 janur layout in TMC Kampli | 1855915.66 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3643982 | 132843 | None | code01 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at esignated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately (VOL-III PWD DSR 2023-24 I No 2.19 P No 11) | Cum | 591.15 | 591.15 | 27.46 | False | None | None | False | None | False | 16232.979 | 0 | 3643983 | 132843 | None | code02 | 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 (VOL-I PWD DSR 2023-24 I No 1.14.1 P No 8) | Cum | 107.1 | 107.1 | 119.28 | False | None | None | False | None | False | 12774.888 | 0 | 3643984 | 132843 | None | code03 | 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 Volume-I (DSR 2023-24, I.No.2.1.3, P.No.15) | Cum | 6288.45 | 6288.45 | 28.95 | False | None | None | False | None | False | 182050.6275 | 0 | 3643985 | 132843 | None | code04 | 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 ncilary operations complete as per drawing and technical specification. All other type of structures PWD DSR 2023-24 VOL-1 I NO 2.11.H P NO 18 | Tonne | 82961.55 | 82961.55 | 4.12 | False | None | None | False | None | False | 341801.586 | 0 | 3643986 | 132843 | None | code05 | Providing and laying in position 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates VOL-1 PWD DSR 2023-24 I NO 2.4.2 P NO : 16 | Cum | 6639.15 | 6639.15 | 97.19 | False | None | None | False | None | False | 645258.9885 | 0 | 3643987 | 132843 | None | code06 | Form work centierng and shuttering 35% of (Foundation and sub structure) concrete rate Vol 2 PWD SR 2023-24 P NO A 7 I NO 22(5) | Cum | 2323.7 | 2323.7 | 76.48 | False | None | None | False | None | False | 177716.576 | 0 | 3643988 | 132843 | None | code07 | Form work centierng and shuttering 20% of (Slab) concrete rate Vol 2 PWD SR 2023-24 P NO A 7 I NO 22(5) | Cum | 1327.83 | 1327.83 | 14.95 | False | None | None | False | None | False | 19851.0585 | 0 | 3643989 | 132843 | None | code08 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth (VOL-I PWD DSR 2023-24 I No 1.5.1 P No 6) | Cum | 313.95 | 313.95 | 56.0 | False | None | None | False | None | False | 17581.2 | 0 | 3643990 | 132843 | None | code09 | 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. Volume-III (PWD-DSR 2023-24 I.No.3.7, P.No.17) | Cum | 110.25 | 110.25 | 21.0 | False | None | None | False | None | False | 2315.25 | 0 | 3643991 | 132843 | None | code10 | 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. Volume-I (PWD-DSR 2023-24 I.No.1.8, P.No.7) | Cum | 497.7 | 497.7 | 15.76 | False | None | None | False | None | False | 7843.752 | 0 | 3643992 | 132843 | None | code11 | 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 Volume-III (PWD-DSR 2023-24 I.No.4.17, P.No.26) | Cum | 2686.95 | 2686.95 | 32.19 | False | None | None | False | None | False | 86492.9205 | 0 | 3643993 | 132843 | None | code12 | Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning with mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2using mechanical means KPWD SR 2023-24 VOL-III I NO 5.2 P No 31 | Sqm | 55.65 | 55.65 | 210.0 | False | None | None | False | None | False | 11686.5 | 0 | 3643994 | 132843 | None | code13 | 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 @ 3.3% 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 KPWD SR 2023-24 P NO 32 I NO 5.6.C | Cum | 7835.1 | 7835.1 | 10.5 | False | None | None | False | None | False | 82268.55 | 0 | 3643995 | 132843 | None | code14 | 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 Volume KPWD SR 2023-24 P NO 31 I NO 5.3 | Sqm | 12.6 | 12.6 | 210.0 | False | None | None | False | None | False | 2646.0 | 0 | 3643996 | 132843 | None | code15 | 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.Volume III KPWD SR 2023-24 P NO 43 I NO 5.31 | Cum | 10659.6 | 10659.6 | 5.25 | False | None | None | False | None | False | 55962.9 | 0 | 3643997 | 132843 | None | code16 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm 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 if necessary as per relevant technical specification)Volume-III (PWD-DSR 2023-24 I.No.6.8.1, P.No.51) | Sqm | 1121.4 | 1121.4 | 164.4 | False | None | None | False | None | False | 184358.16 | 0 | 3643998 | 132843 | None | code17 | 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. 2.1.4 Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates KPWD SR 2023-24 VOL-1 I NO 2.1.4 P No 15 | Cum | 6527.85 | 6527.85 | 1.39 | False | None | None | False | None | False | 9073.7115 | 0 |
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