| 1725874841000 | 0 | None | None | Other Works | Package No.09 (1) Construction of cc road for OMB road , CM Mubarak house jiya house beside and construction of rcc drain for ice candy factory road in ward no 26 (2) Construction of cc drain behind gangammana gudi doctor malya house beside in ward no 27 (3) Construction of rcc drain at koramarapete and covering slabs at ward no 28 (S.C Reserved) | 1124048.28 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3943389 | 152656 | None | 001 | 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 | Cum | 97.85 | 97.85 | 21.6 | False | None | None | False | None | False | 2113.56 | 0 | | 3943390 | 152656 | None | 002 | 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 | Cum | 488.22 | 488.22 | 14.4 | False | None | None | False | None | False | 7030.368 | 0 | | 3943391 | 152656 | None | 003 | Providing, laying, spreading and compacting graded stone maggregate 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 | 2635.77 | 2635.77 | 21.6 | False | None | None | False | None | False | 56932.632 | 0 | | 3943392 | 152656 | None | 004 | 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 (steelchannel, 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 | 6977.22 | 6977.22 | 21.6 | False | None | None | False | None | False | 150707.952 | 0 | | 3943393 | 152656 | None | 005 | 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 andcompacted to meet requirement of table No. 300-2 | Cum | 507.79 | 507.79 | 7.2 | False | None | None | False | None | False | 3656.088 | 0 | | 3943394 | 152656 | None | 006 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of 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 for 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. 1.4.1 In all kinds of soils Depth upto 1.5 m | Cum | 249.42 | 249.42 | 158.02 | False | None | None | False | None | False | 39413.3484 | 0 | | 3943395 | 152656 | None | 007 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming andwatering, lead up to 50 m and lift upto 1.5 m. | Cum | 273.98 | 273.98 | 48.65 | False | None | None | False | None | False | 13329.127 | 0 | | 3943396 | 152656 | None | 008 | 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) 2.1.2 Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarseaggregates | Cum | 5813.32 | 5813.32 | 24.32 | False | None | None | False | None | False | 141379.9424 | 0 | | 3943397 | 152656 | None | 009 | 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) 2.4.2 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6512.69 | 6512.69 | 62.27 | False | None | None | False | None | False | 405545.2063 | 0 | | 3943398 | 152656 | None | 010 | Supplying, fitting and placing Mild Steel Reinforcement complete as per drawing
and technical specification. | Tonne | 75924.39 | 75924.39 | 2.49 | False | None | None | False | None | False | 189051.7311 | 0 | | 3943399 | 152656 | None | 011 | As per the recomandations of the techinical working group, rates for the form work shall be added on percentage basis to the finished concrete item rate. For drain work @ 5% | Cum | 316.15 | 316.15 | 62.27 | False | None | None | False | None | False | 19686.6605 | 0 | | 3943400 | 152656 | None | 012 | Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/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 | Sqm | 955.84 | 955.84 | 99.6 | False | None | None | False | None | False | 95201.664 | 0 |
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