1724929331000 | 0 | None | None | Other Works | Ward no. 25 in Puradavar Mane Sandhi Cover Slab work and Pavers installation in Barangay Sandhi, 2.Ward no. 26 CC road work near Ganapati temple in Udayanagar and drain work near Kalis house in Vijayanagar. 3.Ward no. 28 Construction of CC Road and Drain at the junction opposite Bapuji Bank Gouligalli. In CMC haveri limits | 1486365.93 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3879702 | 148954 | None | ITEM CODE001 | Dismantling of Structures - Dismantling of existing structures like culverts, bridges, retaining
walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T and P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead (iv) Dismantling Stone Masonry b Rubble stone masonry in cement mortar Vol-3
I.no-16.56 and Pg No -10 | Cum | 628.3 | 628.3 | 22.07 | False | None | None | False | None | False | 13866.581 | 0 | 3879703 | 148954 | 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. In ordinary/soft rock without blasting upto 1.5 m depth Vol-1
I.no-1.14.1 and Pg No -5 | Cum | 249.26 | 249.26 | 104.64 | False | None | None | False | None | False | 26082.5664 | 0 | 3879704 | 148954 | 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 | 104.64 | False | None | None | False | None | False | 9161.232 | 0 | 3879705 | 148954 | None | ITEM CODE004 | 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 | 48.0 | False | None | None | False | None | False | 3164.16 | 0 | 3879706 | 148954 | None | ITEM CODE005 | 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 | 13.9 | False | None | None | False | None | False | 85744.513 | 0 | 3879707 | 148954 | None | ITEM CODE006 | 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) and formwork shall be added on Percentage basis to the finished rate of concrete per meter cube Vol-1
I.no-2.4.2 and Pg No-16 | Cum | 6512.69 | 6512.69 | 30.8 | False | None | None | False | None | False | 200590.852 | 0 | 3879708 | 148954 | None | ITEM CODE007 | Form work as per recommendation of technic working groupe rate for formwork shall be added on Percentage basis to the finished rate of concrete per meter cube for Drian form works considered 35 percent (5968.00 x35 percent =2088.80) (vol-1-Sl No.2.- Pg.no-111) | Cum | 2279.44 | 2279.44 | 30.8 | False | None | None | False | None | False | 70206.752 | 0 | 3879709 | 148954 | None | ITEM CODE008 | 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 | 1.69 | False | None | None | False | None | False | 137534.4477 | 0 | 3879710 | 148954 | None | ITEM CODE009 | 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-2.11(h) and Pg No-18 | Cum | 273.98 | 273.98 | 24.8 | False | None | None | False | None | False | 6794.704 | 0 | 3879711 | 148954 | None | ITEM CODE010 | 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 | 3879712 | 148954 | None | ITEM CODE011 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering and leveling the ground for all works other than foundation and depth in all kinds of soil 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 and other appurtenances required to complete the work. Vol-3
I.no-1.1 and Pg No -5 | Cum | 93.73 | 93.73 | 52.5 | False | None | None | False | None | False | 4920.825 | 0 | 3879713 | 148954 | 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 | 26.25 | False | None | None | False | None | False | 13329.4875 | 0 | 3879714 | 148954 | None | ITEM CODE013 | 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 | 2635.77 | 2635.77 | 47.55 | False | None | None | False | None | False | 125330.8635 | 0 | 3879715 | 148954 | None | ITEM CODE014 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. Vol-3
I.no 12.4 Pg No-117 | Cum | 2757.31 | 2757.31 | 24.0 | False | None | None | False | None | False | 66175.44 | 0 | 3879716 | 148954 | None | ITEM CODE015 | Stone crusher dust finer than 3mm(PWD SR 2023-24 - Vol-1 I.no 81 and Pg No-A-40) | Cum | 1274.11 | 1274.11 | 24.0 | False | None | None | False | None | False | 30578.64 | 0 | 3879717 | 148954 | 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 | 240.0 | False | None | None | False | None | False | 264009.6 | 0 | 3879718 | 148954 | None | ITEM CODE017 | 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 M30 (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 vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading and unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work Vol -3
I.no-5.31 and Pg No-43 | Cum | 6956.62 | 6956.62 | 58.2 | False | None | None | False | None | False | 404875.284 | 0 |
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