| 1725601627000 | 0 | None | None | Roads | Construction of CC Drain and slab from Icon Apartment to ganeshappa house and from ramareddy house to Icon in ward no. 25, construction of asphalt road in Chamundi layout of ward no. 30 and Dadys garden in ward no. 31 of CMC Hebbagodi. | 2541869.01 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3931778 | 151879 | None | code01 | 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. PWD SR 2023-24 Vol:1 P.NO.8 I.No:1.12 | Cum | 97.85 | 97.85 | 210.0 | False | None | None | False | None | False | 20548.5 | 0 | | 3931779 | 151879 | None | code02 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work (as per specification. PWD SR 20213-24 Vol:3 P.NO.17 I.No:3.1 | Cum | 87.55 | 87.55 | 210.0 | False | None | None | False | None | False | 18385.5 | 0 | | 3931780 | 151879 | None | code03 | 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. (as per specification. PWD SR 2023-24 Vol:3 P.NO.26 I.No: 4.17) | Cum | 2635.77 | 2635.77 | 210.0 | False | None | None | False | None | False | 553511.7 | 0 | | 3931781 | 151879 | None | code04 | 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 0.90 kg per m2 using mechanical means (as per specification. PWD SR 2023-24 Vol:3 P.NO.31 I.No: 5.1 A (i) | Sqm | 42.23 | 42.23 | 1400.0 | False | None | None | False | None | False | 59122.0 | 0 | | 3931782 | 151879 | None | code05 | Tack coat on Bituminous surface Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom (as per specification. PWD SR 2023-24 Vol:3 P.NO.31 I.No: 5.3 (i)) | Sqm | 12.36 | 12.36 | 1400.0 | False | None | None | False | None | False | 17304.0 | 0 | | 3931783 | 151879 | None | code06 | Bituminous Macadam Grading - II 20 MSA for traffic 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 (as per specification. PWD SR 2023-24 Vol:3 P.NO.33 I.No: 5.8 ii (C) | Cum | 7890.83 | 7890.83 | 70.0 | False | None | None | False | None | False | 552358.1 | 0 | | 3931784 | 151879 | None | code07 | 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. (as per specification. PWD SR 2023-24 Vol:3 P.NO.43 I.No: 5.31 | Cum | 10456.56 | 10456.56 | 35.0 | False | None | None | False | None | False | 365979.6 | 0 | | 3931785 | 151879 | None | code08 | 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(BWSSB SR 2023-24 VOL:5 P.NO.198 I.NO:16.28.2) | Each | 16852.86 | 16852.86 | 6.0 | False | None | None | False | None | False | 101117.16 | 0 | | 3931786 | 151879 | None | code09 | Earth work excavation for Foundation by mechanical means for all works & depth up to 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 up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work (as per specification. PWD SR 2023-224 Vol:1 P.NO.8 I.No:1.14.1) | Cum | 105.06 | 105.06 | 162.56 | False | None | None | False | None | False | 17078.5536 | 0 | | 3931787 | 151879 | None | code10 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work (as per specification. PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.1) | Cum | 87.55 | 87.55 | 162.56 | False | None | None | False | None | False | 14232.128 | 0 | | 3931788 | 151879 | None | code11 | 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 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (as per specification. PWD SR 2023-24 Vol:1 P.NO.15 I.No:2.1.3) | Cum | 6168.67 | 6168.67 | 14.08 | False | None | None | False | None | False | 86854.8736 | 0 | | 3931789 | 151879 | None | code12 | 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 PWD SR 2023-24 Vol:1 P.NO.17 I.No: 2.4.2 ) | Cum | 6512.69 | 6512.69 | 46.02 | False | None | None | False | None | False | 299713.9938 | 0 | | 3931790 | 151879 | None | code13 | 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% (as per specification. PWD SR 2023-24 Vol:2 P.NO.A-1, 111 Sl.No: 4) | Cum | 2279.44 | 2279.44 | 46.02 | False | None | None | False | None | False | 104899.8288 | 0 | | 3931791 | 151879 | None | code14 | Providing and laying in position Cement Concrete for all Super structures ofbuilding , Road works, Water works, Irrigation works & super structure worksof bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, 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. PWD SR 2023-24 Vol:1 P.NO.16 I.No: 2.5.1 | Cum | 6828.9 | 6828.9 | 3.9 | False | None | None | False | None | False | 26632.71 | 0 | | 3931792 | 151879 | None | code15 | 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% (as per specification. PWD SR 2021-22 Vol:2 P.NO.A-7 I.No: 22-2)Issue rates on dated 7/7/2022. | Cum | 2390.12 | 2390.12 | 3.9 | False | None | None | False | None | False | 9321.468 | 0 | | 3931793 | 151879 | None | code16 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (as per specification. PWD SR 2023-24 Vol: 1 P.NO.18 I.No: 2.11 h ) | Tonne | 81381.33 | 81381.33 | 1.93 | False | None | None | False | None | False | 157065.9669 | 0 | | 3931794 | 151879 | None | code17 | 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 SR 2023-24 Vol: 2 P.NO.177 I.No: 17.14 | Sqm | 1205.1 | 1205.1 | 114.3 | False | None | None | False | None | False | 137742.93 | 0 |
|