| 1724409934000 | 0 | None | None | Roads | Package-3 Construction of C C Road and drain Harish house to sandheep house ward No.15, Nagaraju house to narayamurthy house ward No.17 srinivasa house to koral kunte ward.18 , masidi to dhara ward No.19 Mahesh house to venkataswamy house at ward no.20, Raghunathareddy house to Hanamanthreddy house ward no.21, Gangadara house to Masidi ward no.22 and Jubeda house to Narayanaswamy house ward no.23 at TMC Bagepalli | 1676046.79 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3846893 | 146863 | None | 001 | 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 designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately PWD SR 2023-24 Volume - III Page.no.12 item No.2.19 | Cum | 579.89 | 579.89 | 23.78 | False | None | None | False | None | False | 13789.7842 | 0 | | 3846894 | 146863 | None | 002 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work. PWD SR 2023-24 Volume - I Page.no.5 item No.1.1 | Cum | 93.73 | 93.73 | 120.4 | False | None | None | False | None | False | 11285.092 | 0 | | 3846895 | 146863 | None | 003 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the
selected stuff f or reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. PWD SR 2023-24 Vol:1 P.NO.5 I.No:1.4.1 | Cum | 249.26 | 249.26 | 117.0 | False | None | None | False | None | False | 29163.42 | 0 | | 3846896 | 146863 | None | 004 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work PWD SR 2023-24 Volume - III Page.no.17 item No.3.1 | Cum | 87.55 | 87.55 | 261.2 | False | None | None | False | None | False | 22868.06 | 0 | | 3846897 | 146863 | None | 005 | PCC (1:4:8) 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 Using 40 mm nominal size graded crushed coarse aggregates PWD SR 2023-24 Vol:I P.NO.15 I.No:2.1.2 | Cum | 5833.92 | 5833.92 | 10.55 | False | None | None | False | None | False | 61547.856 | 0 | | 3846898 | 146863 | None | 006 | 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 [PWD SR 2023-24 Vol:1 P.NO.18 I.No: 2.11a] | t | 92140.71 | 92140.71 | 0.876 | False | None | None | False | None | False | 80715.26196 | 0 | | 3846899 | 146863 | None | 007 | 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 2021-22 Vol:1 P.NO.16 I.No:2.4.2 | Cum | 7018.52 | 7018.52 | 37.25 | False | None | None | False | None | False | 261439.87 | 0 | | 3846900 | 146863 | None | 008 | Construction of Dry lean cement concrete sub-base over a prepared sub grade with coarse and fine aggregates confirming to IS 383:2016 the size of coarse aggregates not exceeding 25mm replacing cement by fly ash to the extent of 20 percent, aggregate cement ratio not to exceed 12:1 aggregates gradation after blending to be as per table 600-1, cement & cementitious content not to be less than 140 kg/m3, optimum moisture content to be determined during trial length construction , concrete strength not 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. PWD SR 2023-24 Volume - III Page.no.49 item No.6.3 | Cum | 4877.05 | 4877.05 | 60.29 | False | None | None | False | None | False | 294037.3445 | 0 | | 3846901 | 146863 | None | 009 | Construction of M30 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 , coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing. PWD SR 2023-24 Volume - III Page.no.49 item No.6.5 | Cum | 8074.17 | 8074.17 | 90.3 | False | None | None | False | None | False | 729097.551 | 0 | | 3846902 | 146863 | None | 010 | 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 drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. PWd SR 2023-24 Volume - II Page.no.177 item No.17.14 | Sqm | 1205.2 | 1205.2 | 142.8 | False | None | None | False | None | False | 172102.56 | 0 |
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