1723630527000 | 0 | None | None | Roads | Construction of CC Road and CC Drain from Ramu Gomu House to Govind Surji Jadav House at Vishvaspur Village in Yadgir Tq | 846801.99 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3779219 | 142668 | None | code01 | Construction of Subgrade and Earthen Shoulders
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 | Cum | 517.65 | 517.65 | 41.56 | False | None | None | False | None | False | 21513.534 | 0 | 3779220 | 142668 | None | code02 | Stabilized Sub base Base With Nano TechnologyStabilized Sub-base Base: Providing, Laying, Spreading and Compacting in-situ/borrow area soil of CBR 5 mixed with 30% 40mm downsize crushed Aggregate. Application: (1) Rip and loosen soil with excavator tractor operated ripper and scarify with tractor operated rotavator to achieve desired thickness. Mix aggregates as per mix design with rotavator. (2) Spread OPC Cement 3% by weight of soil aggregate mix and mix with tractor operated rotavator 3Prepare and apply Chemical IRC Accreditation)to achieve strength of minimum 4.5mpa mixed in OMC water (1000 ppm TDS) on loose mix . Scarify the treated mix with rotavator.(4).Compact the stabilized soil-aggregate-cement base with 8 to 10 tonne vibratory roller to achieve the desired density and thickness.Rates include all material, labour, hire charges of machinery etc. as per MoRD specifications, Tri-party agreement,IRC SP:89 2018 & direction of Engineer-in-Charge. | Cum | 2664.9 | 2664.9 | 33.25 | False | None | None | False | None | False | 88607.925 | 0 | 3779221 | 142668 | None | code03 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M20 (Grade), coarse and fine aggregates conforming to IS:383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate | Cum | 6692.7 | 6692.7 | 49.88 | False | None | None | False | None | False | 333831.876 | 0 | 3779222 | 142668 | None | code04 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work.
In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 313.95 | 313.95 | 60.56 | False | None | None | False | None | False | 19012.812 | 0 | 3779223 | 142668 | None | code05 | 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. | Cum | 6288.45 | 6288.45 | 7.13 | False | None | None | False | None | False | 44836.6485 | 0 | 3779224 | 142668 | None | code06 | 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 | Cum | 6639.15 | 6639.15 | 27.79 | False | None | None | False | None | False | 184501.9785 | 0 | 3779225 | 142668 | None | code07 | 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. | Tonne | 93929.85 | 93929.85 | 1.53 | False | None | None | False | None | False | 143712.6705 | 0 | 3779226 | 142668 | None | code08 | Providing and fixing of typical Logo board as per specifications and drawing. Two ACP Sheet of 3mm thick, top and Bottom plate duly welded/bolted with MS Square angle 25mm x25mmx 5mm size on back and on the edges. The Top and Bottom plate will be welded/ bolted to 1 nos75x75x6 mm square Hallow section duly embedded in cement concrete M15 Grade of 600*600*600 mm, 450 mm below ground level.Retro-Reflecting Sheet as per IRC:67 Clause 1701.3.8.1 fixed over aluminium sheeting.All sections of steel tube will be painted with primer and two coats of epoxy paint as per drawing. | Nos | 10784.55 | 10784.55 | 1.0 | False | None | None | False | None | False | 10784.55 | 0 |
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