1724767046000 | 1 | None | None | Other Works | Formation of road and construction of Drain at Gangavathi main road to Urdu school beside bajaj showroom in TMC Kampli | 923469.23 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3868544 | 148179 | None | code01 | 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 | 70.4 | False | None | None | False | None | False | 7539.84 | 0 | 3868545 | 148179 | None | code02 | 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 | 8.8 | False | None | None | False | None | False | 55338.36 | 0 | 3868546 | 148179 | None | code03 | 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 | 1.17 | False | None | None | False | None | False | 97065.0135 | 0 | 3868547 | 148179 | None | code04 | 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 | 24.2 | False | None | None | False | None | False | 160667.43 | 0 | 3868548 | 148179 | None | code05 | 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 | 17.05 | False | None | None | False | None | False | 39619.085 | 0 | 3868549 | 148179 | None | code06 | 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 | 7.15 | False | None | None | False | None | False | 9493.9845 | 0 | 3868550 | 148179 | None | code07 | 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 eleterious 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. (VOL-I PWD DSR 2023-24 I No 1.12 P No 8) | Cum | 99.75 | 99.75 | 99.0 | False | None | None | False | None | False | 9875.25 | 0 | 3868551 | 148179 | None | code08 | 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 Volume-III (PWD-DSR 2023-24 I.No.3.6, P.No.17) | Cum | 517.65 | 517.65 | 49.5 | False | None | None | False | None | False | 25623.675 | 0 | 3868552 | 148179 | None | code09 | 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 Volume-3 (PWD-DSR 2023-24 I.No.4.1, P.No.23) | Cum | 2611.35 | 2611.35 | 41.25 | False | None | None | False | None | False | 107718.1875 | 0 | 3868553 | 148179 | None | code10 | 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 | 41.25 | False | None | None | False | None | False | 110836.6875 | 0 | 3868554 | 148179 | None | code11 | 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 | 412.5 | False | None | None | False | None | False | 22955.625 | 0 | 3868555 | 148179 | None | code12 | 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 | 20.63 | False | None | None | False | None | False | 161638.113 | 0 | 3868556 | 148179 | None | code13 | 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 | 412.5 | False | None | None | False | None | False | 5197.5 | 0 | 3868557 | 148179 | None | code14 | 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 | 10.31 | False | None | None | False | None | False | 109900.476 | 0 |
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