| 1722942230000 | 0 | None | None | Other Works | Construction of CC Road and RCC SWD from gulab Alagi House to Madhu Jadhav House in ward no 15 and construction of RCC SWD from Javeed garage to mallappa house in ward no 17 and Construction of CC Road and RCC SWD from Sidhu khed house to Sharanu Kallolli house in ward no 18 and Construction of CC Road from Kalaburagi to Kantu Malegoan house in ward no 19 and Construction of RCC SWD from Abdul Zaheer house to shivashankar bhanjantri house in ward no 5 in Afzalpur Town | 1349118.63 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3704786 | 136539 | None | code01 | 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 with all lifts and lead. By Mechanical Means. As per PWD DSR 2023-24 Volum-3 It. No. 2.8(ii)a, Pg. No. 10 | Cum | 754.95 | 754.95 | 30.375 | False | None | None | False | None | False | 22931.60625 | 0 | | 3704787 | 136539 | None | code02 | 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. As per PWD DSR 2023-24 Volum- I It. No. 1.14.1 Pg. No. 8 | Cum | 107.1 | 107.1 | 181.2625 | False | None | None | False | None | False | 19413.21375 | 0 | | 3704788 | 136539 | None | code03 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. As per PWD DSR 2023-24 Volum- 3, It. No. 3.1 Pg. No. 17 | Cum | 89.25 | 89.25 | 125.1625 | False | None | None | False | None | False | 11170.753125 | 0 | | 3704789 | 136539 | None | code04 | 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 Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates. As per PWD DSR 2023-24 Vol- I ,It. No. 2.1.3 Pg. No. 15 | Cum | 6288.45 | 6288.45 | 10.625 | False | None | None | False | None | False | 66814.78125 | 0 | | 3704790 | 136539 | None | code05 | 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 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 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.As per PWD DSR 2023-24 Vol- I ,It. No. 2.2.1 Pg. No. 15 | Cum | 6601.35 | 6601.35 | 23.4375 | False | None | None | False | None | False | 154719.140625 | 0 | | 3704791 | 136539 | None | code06 | Appendix I Additionalities for Formwork, Centering & Scaffolding Foundation, Sub structure of Cross drainages.Pg. No. 111 Sl.No. 4 Vol-1 Add 35% for Centring | Cum | 2436.89 | 2436.89 | 23.4375 | False | None | None | False | None | False | 57114.609375 | 0 | | 3704792 | 136539 | 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.As per PWD DSR 2023-24 Vol- I ,It. No. 2.11.h,Pg. No. 18(for all other type of structures) | Tonne | 82961.55 | 82961.55 | 3.5816 | False | None | None | False | None | False | 297135.08748 | 0 | | 3704793 | 136539 | None | code08 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, removal of stumps of trees cut earlier and disposalof unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. As per MoRT&H specification, PWD Common SR(2023-24) Volume-3 Chapter-2 Sl.no-2.5 (ii)A,PNo-9 | Sqm | 4.12 | 4.12 | 150.0 | False | None | None | False | None | False | 618.0 | 0 | | 3704794 | 136539 | None | code09 | 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 excavatedearth 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 . As per PWD Common SR(2023-24) Volume-1 Chapter-1 Sl.no-1.12,PNo-8 | Cum | 99.75 | 99.75 | 45.0 | False | None | None | False | None | False | 4488.75 | 0 | | 3704795 | 136539 | None | code10 | Compacting Original Ground 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.As per PWD Common SR(2023-24) Volume-3 Chapter-3 Sl.no-3.7,PNo-17 | Cum | 110.25 | 110.25 | 15.0 | False | None | None | False | None | False | 1653.75 | 0 | | 3704796 | 136539 | None | code11 | 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.As per PWD Common SR(2023-24) Volume-3 Chapter-3 Sl.no-3.6,PNo-17 | Cum | 517.65 | 517.65 | 125.0 | False | None | None | False | None | False | 64706.25 | 0 | | 3704797 | 136539 | None | code12 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC,carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material A.Plant Mix Method.As per PWD Common SR(2023-24) Volume-3 Chapter-4 Sl.no-4.1V,PNo-23 | Cum | 2611.35 | 2611.35 | 30.0 | False | None | None | False | None | False | 78340.5 | 0 | | 3704798 | 136539 | None | code13 | 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 m3 2,394.00 uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.As per PWD Common SR(2023-24) Volume-3 Chapter-4 Sl.no-4.17V,PNo-26 | Cum | 2686.95 | 2686.95 | 30.0 | False | None | None | False | None | False | 80608.5 | 0 | | 3704799 | 136539 | None | code14 | Providing and constructing un-reinforced plain cementconcrete pavement, thickness as per design, over a preparedsub base, with 43 grade cement or any other type as perClause 1501.2.2 M20 (Grade), coarse and fine aggregatesconforming to IS:383:2016, maximum size of coarseaggregate not exceeding 25 mm, mixed in a concrete mixerof not less than 0.2 cum capacity and appropriate weighbatcher using approved mix design, laid in approved fixedside 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 platevibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concreteslabs for 14-days, and water finishing to lines and grade per drawing and technical specification clause 1501 with all
lead, lifts, loading & unloading charges, cost and conveyanceof all materials, labour, equipments etc., complete. as per the
directions of the Engineer-in-charge of the work.. As per PWD Common SR(2023-24) Volume-3 Sl.no-16.27,PNo-148 | Cum | 6692.7 | 6692.7 | 73.125 | False | None | None | False | None | False | 489403.6875 | 0 |
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