| 1720248920000 | 0 | None | None | Roads | Construction CC Road in Ward No-10, in Ward No-12, in Ward No- 13,and in Ward No-14. Asphalting of Road in Ward No-19 and in Ward no-20. Construction of Drain in Ward No-20, in Ward No-23, and in Ward No-14. Construction of Covering Slab Over Drain in Ward No-04 and in Ward No-23. | 3994359.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3464198 | 123566 | None | Vol: 1, Item No. 1.12, Page No. 8 | 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. In all kinds of soils upto 300 mm depth.
Vol: 1, Item No. 1.12, Page No. 8, Rate Rs. 95.00/Cum | Cum | 98.0 | 98.0 | 252.75 | False | None | None | False | None | False | 24769.5 | 0 | | 3464199 | 123566 | None | Vol: 3, Item No. 4.17, Page No. 26 | 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. Vol: 3, Item No. 4.17, Page No. 26, Rate Rs. 2559.00/Cum. | Cum | 2636.0 | 2636.0 | 443.75 | False | None | None | False | None | False | 1169725.0 | 0 | | 3464200 | 123566 | None | Vol: 3, Item No. 16.27, Page No. 148 | Providing and constructing un-reinforced plain cement concrete Road, 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.
Vol: 3, Item No. 16.27, Page No. 148, Rate Rs. 6374.00/ Cum. | Cum | 6565.0 | 6565.0 | 168.5 | False | None | None | False | None | False | 1106202.5 | 0 | | 3464201 | 123566 | None | Vol: 3, Item No. 3.7, Page No. 17 | 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.
Vol: 3, Item No. 3.7, Page No. 17, Rate Rs. 105.00/Cum | Cum | 108.0 | 108.0 | 275.25 | False | None | None | False | None | False | 29727.0 | 0 | | 3464202 | 123566 | None | Vol: 3, Item No. 5.1, Page No. 31 | 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 0.70 kg/m2 using mechanical means. Vol: 3, Item No. 5.1, Page No. 31, Rate Rs. 41.00/Sqm. | Sqm | 42.0 | 42.0 | 1835.0 | False | None | None | False | None | False | 77070.0 | 0 | | 3464203 | 123566 | None | Vol: 3, Item No. 5.8C, Page No. 33 | 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, ransported to site, aid 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. Vol: 3, Item No. 5.8C, Page No. 33, Rate Rs. 7661/Cum | Cum | 7891.0 | 7891.0 | 91.75 | False | None | None | False | None | False | 723999.25 | 0 | | 3464204 | 123566 | None | Vol: 3, Item No. 5.31, Page No. 43 | 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 revision. Vol: 3, Item No. 5.31, Page No. 43, Rate Rs. 10152.00/Cum. | Cum | 10456.0 | 10456.0 | 45.87 | False | None | None | False | None | False | 479616.72 | 0 | | 3464205 | 123566 | None | Vol: 3, Item No. 2.7 1A, Page No. 10 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material withall lifts and lead. By Manual Means Lime Concrete, Cement Concrete GradeM-10 and below
Vol: 3, Item No. 2.7 1A, Page No. 10, Rate Rs. 785.00/Cum | Cum | 808.0 | 808.0 | 4.8 | False | None | None | False | None | False | 3878.4 | 0 | | 3464206 | 123566 | None | Vol: 1, Item No. 1.14, Page No. 08 | 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. Vol: 1, Item No. 1.14, Page No. 08, Rate Rs. 102.00/Cum | Cum | 105.0 | 105.0 | 52.35 | False | None | None | False | None | False | 5496.75 | 0 | | 3464207 | 123566 | None | Vol: 1, Item No. 1.14, Page No. 08 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates
Vol: 1, Item No. 2.1.2, Page No. 15, Rate Rs. 5664.00/Cum | Cum | 5834.0 | 5834.0 | 8.25 | False | None | None | False | None | False | 48130.5 | 0 | | 3464208 | 123566 | None | Vol: 1, Item No. 2.1.2, Page No. 15 | 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. Vol: 1, Item No. 2.11 h, Page No. 18, Rate Rs. 79011.00/Tonne | Tonne | 81381.0 | 81381.0 | 1.39 | False | None | None | False | None | False | 113119.59 | 0 | | 3464209 | 123566 | None | Vol: 1, Item No. 2.4.2, Page No. 16 | 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 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. (The cost of steel reinforcement & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Vol: 1, Item No. 2.4.2, Page No. 16, Rate Rs. 6323.00/Cum. | Cum | 6829.0 | 6829.0 | 30.14 | False | None | None | False | None | False | 205826.06 | 0 | | 3464210 | 123566 | None | Vol: 1, Item No. 1.9, Page No. 07 | 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. Vol: 1, Item No. 1.9, Page No. 07, Rate Rs. 266.00/Cum. | Cum | 274.0 | 274.0 | 12.0 | False | None | None | False | None | False | 3288.0 | 0 | | 3464211 | 123566 | None | Vol: 3, Item No. 3.1, Page No. 17 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work. Vol: 3, Item No. 3.1, Page No. 17, Rate Rs. 85.00/Cum | Cum | 87.0 | 87.0 | 40.35 | False | None | None | False | None | False | 3510.45 | 0 |
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