1707445512000 | 1 | None | None | Roads | Construction of drain at ward no 9 and road at ward no 10 under Turuvekere TP limits. | 421155.96 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2523707 | 76971 | None | 001 | 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. | Cum | 105.06 | 105.06 | 25.32 | False | 0.0 | 0.0 | False | None | False | 2660.1192 | 0 | 2523708 | 76971 | None | 002 | 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. | Cum | 6168.67 | 6168.67 | 2.16 | False | None | None | False | None | False | 13324.3272 | 0 | 2523709 | 76971 | None | 003 | 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 | Cum | 6512.69 | 6512.69 | 5.61 | False | None | None | False | None | False | 36536.1909 | 0 | 2523710 | 76971 | None | 004 | Formwork Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding Consider 35% of item concrete rate for Drain walls | Cum | 2279.44 | 2279.44 | 3.42 | False | None | None | False | None | False | 7795.6848 | 0 | 2523711 | 76971 | None | 005 | Formwork As per the Recommendation of Technical working group rates for formwork shall be added on percentage basis to the finished concrete item rate. Consider 5% of item concrete rate for drain bed (rate=6323*5%) | Cum | 325.63 | 325.63 | 2.19 | False | None | None | False | None | False | 713.1297 | 0 | 2523712 | 76971 | 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,All other type of structures | Tonne | 81381.33 | 81381.33 | 0.3085 | False | None | None | False | None | False | 25106.140305 | 0 | 2523713 | 76971 | None | 007 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 273.98 | 273.98 | 7.14 | False | None | None | False | None | False | 1956.2172 | 0 | 2523714 | 76971 | None | 008 | 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 | 857.99 | 857.99 | 21.0 | False | None | None | False | None | False | 18017.79 | 0 | 2523715 | 76971 | None | 009 | Compacting original ground supporting embankment
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. | Cum | 89.61 | 89.61 | 26.25 | False | None | None | False | None | False | 2352.2625 | 0 | 2523716 | 76971 | None | 010 | 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. | Cum | 6168.67 | 6168.67 | 21.0 | False | None | None | False | None | False | 129542.07 | 0 | 2523717 | 76971 | None | 011 | Plain Cement Pavement Quality M30 grade Concrete (RMC) with OPC & GGBS laid without Paver 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 (steel channel, 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 cuttingshall be paid seperately | Cum | 6977.22 | 6977.22 | 26.25 | False | None | None | False | None | False | 183152.025 | 0 |
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