1725267047000 | 0 | None | None | Other Works | Ward no.08 Road improvement work near Ghouse khana house behind IDBI Bank, 2) Ward no. 09 Ashwini Nagar 3rd Cross Construction of Gutter and CD Opposite Maitri Hotel 3)Ward no. 07 drain work from Avaghana house to Shankar house and pavers work from Kalakoti house to Ani Park. | 1438035.09 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3902215 | 150360 | None | ITEM CODE001 | Providing, filling and laying of sand bags filled with sand / clay for diversion of sewage during execution of work. Vol-5
I.no-16.56 and Pg No -206 | Each | 65.92 | 65.92 | 57.67 | False | None | None | False | None | False | 3801.6064 | 0 | 3902216 | 150360 | None | ITEM CODE002 | 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 and stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage and other appurtenances required to complete the work. Vol-1
I.no-1..5.1 and Pg No -6 | Cum | 307.97 | 307.97 | 211.435 | False | None | None | False | None | False | 65115.63695 | 0 | 3902217 | 150360 | None | ITEM CODE003 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work Vol 3 P.NO. 17 I.No 3.1) | Cum | 87.55 | 87.55 | 211.435 | False | None | None | False | None | False | 18511.13425 | 0 | 3902218 | 150360 | None | ITEM CODE004 | 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 and 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 and formwork shall be paid separately) -Mix 1 3 6 (M10) Using 40 mm nominal size graded crushed coarse aggregates-Vol-1
I.no-2.1.3 and Pg No -15 | Cum | 6168.67 | 6168.67 | 18.6 | False | None | None | False | None | False | 114737.262 | 0 | 3902219 | 150360 | None | ITEM CODE005 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works and 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 and 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 Vol-1
I.no-2.4.2 and Pg No-16 | Cum | 8792.13 | 8792.13 | 42.735 | False | None | None | False | None | False | 375731.67555 | 0 | 3902220 | 150360 | None | ITEM CODE006 | 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
I.no-2.11(h) and Pg No-18 | Tonne | 81381.33 | 81381.33 | 2.1796 | False | None | None | False | None | False | 177378.746868 | 0 | 3902221 | 150360 | None | ITEM CODE007 | 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
I.no-1.9 and Pg No-7 | Cum | 273.98 | 273.98 | 78.645 | False | None | None | False | None | False | 21547.1571 | 0 | 3902222 | 150360 | None | ITEM CODE008 | Shifting of poles,pipe line repair works and other utilities..etc.. for underlying pipes.etc...executed quantity only | No | 3000.0 | 3000.0 | 8.0 | False | None | None | False | None | False | 24000.0 | 0 | 3902223 | 150360 | None | ITEM CODE009 | Clearing and grubbing road land including vegetation, bushes, shrubs, saplings by using weed cutter / minor equipment.Vol-3
I.no-2.6 and Pg No -9 | 100 Sqm | 350.2 | 350.2 | 8.52 | False | None | None | False | None | False | 2983.704 | 0 | 3902224 | 150360 | None | ITEM CODE010 | 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.Vol-3
I.no 3.7 and Pg No-17 | Cum | 108.15 | 108.15 | 36.6 | False | None | None | False | None | False | 3958.29 | 0 | 3902225 | 150360 | None | ITEM CODE011 | Earth work in surface excavation by mechanical means for lowering and leveling the ground for all works other than foundation in all kinds of soils and 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 and 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 and other appurtenances required to complete the work. Vol-3
I.no 3.6 and Pg No-17 | Cum | 93.73 | 93.73 | 140.1 | False | None | None | False | None | False | 13131.573 | 0 | 3902226 | 150360 | None | ITEM CODE012 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 Vol-3
I.no 3.6 and Pg No-17 | Cum | 507.79 | 507.79 | 110.6 | False | None | None | False | None | False | 56161.574 | 0 | 3902227 | 150360 | None | ITEM CODE013 | Wet Mix Macadam (Plant Mix Method) -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
I.no -4.17 and Pg No-26 | Cum | 2676.97 | 2676.97 | 122.9 | False | None | None | False | None | False | 328999.613 | 0 | 3902228 | 150360 | None | ITEM CODE014 | Prime Coat over WMM/WBM (i) 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 I.no -5.1 and Pg No-31 | Sqm | 43.26 | 43.26 | 568.0 | False | None | None | False | None | False | 24571.68 | 0 | 3902229 | 150360 | None | ITEM CODE015 | Semi Dense Bituminous Concrete - 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 at 5 percent 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 V revision. Vol -3
I.no-5.31 and Pg No-43 | Cum | 10456.56 | 10456.56 | 13.3125 | False | None | None | False | None | False | 139202.955 | 0 | 3902230 | 150360 | None | ITEM CODE016 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63 2018 and IS 15658 for Cycle Tracks and Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in charge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) Vol -3
I.no-6.8.1 and Pg No-51 | Sqm | 1100.04 | 1100.04 | 62.0 | False | None | None | False | None | False | 68202.48 | 0 |
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