1725029349000 | 0 | None | None | Roads | Construction of C.C.road at Koorgalli Jagadish house to Nataraja house in Hootagalli CMC limits. | 1129031.56 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3890827 | 149558 | None | 001 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 249.26 | 249.26 | 94.73 | False | None | None | False | None | False | 23612.3998 | 0 | 3890828 | 149558 | None | 002 | 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) | Cum | 105.06 | 105.06 | 114.75 | False | None | None | False | None | False | 12055.635 | 0 | 3890829 | 149558 | None | 003 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. | Cum | 164.8 | 164.8 | 45.0 | False | None | None | False | None | False | 7416.0 | 0 | 3890830 | 149558 | None | 004 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 87.55 | 87.55 | 164.48 | False | None | None | False | None | False | 14400.224 | 0 | 3890831 | 149558 | None | 005 | 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( M 10) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6403.51 | 6403.51 | 7.65 | False | None | None | False | None | False | 48986.8515 | 0 | 3890832 | 149558 | None | 006 | 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 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 and down size graded crushed coarse aggregates. | Cum | 6838.32 | 6838.32 | 19.13 | False | None | None | False | None | False | 130817.0616 | 0 | 3890833 | 149558 | None | 007 | Supplying, Fitting and Placing TMT Fe 550/550D steel reinforcement including cost of all materials,machinery,labour,cleaning,straightening,cutting,bending,hooking,lapping/welding joints,tieing with binding wire/soft annealed steel wire and other ancillary operations complete as per Drawing and Technical Specifications.All other type of works | Tonne | 81381.33 | 81381.33 | 1.02 | False | None | None | False | None | False | 83008.9566 | 0 | 3890834 | 149558 | None | 008 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceed- ing 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m | Cum | 273.98 | 273.98 | 7.65 | False | None | None | False | None | False | 2095.947 | 0 | 3890835 | 149558 | None | 009 | 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 | Cum | 108.15 | 108.15 | 57.38 | False | None | None | False | None | False | 6205.647 | 0 | 3890836 | 149558 | None | 010 | Construction of Embankment by excavating the available approvedGravel/Murrum deposited at a place or borrow pits during or priorexcavation with all lifts and lead, transportation to site, spreading,grading to required slope and compacting to meet the equirement complete as per specifications, including cost of labour ,rolling,water,all materials,usage & all other appurtenaces required to complete the work | Cum | 488.22 | 488.22 | 38.25 | False | None | None | False | None | False | 18674.415 | 0 | 3890837 | 149558 | None | 011 | Construction of granular sub-base by providing close graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401(By mix in Place Method) For Grading - V Material | Cum | 2429.77 | 2429.77 | 38.25 | False | None | None | False | None | False | 92938.7025 | 0 | 3890838 | 149558 | None | 012 | 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 Grader in sub- base/ base course on well prepared surface and compacting with vibratory roller to achieve the desired density | Cum | 2635.77 | 2635.77 | 38.25 | False | None | None | False | None | False | 100818.2025 | 0 | 3890839 | 149558 | None | 013 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete.Upto 0.30m depth | Each | 8414.07 | 8414.07 | 3.0 | False | None | None | False | None | False | 25242.21 | 0 | 3890840 | 149558 | None | 014 | Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc.complete for:Supplying UNPLASTICISED PVC pipes conforming to IS 16098:2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc.complete for: Pipes of SN 8, 110 mm dia | Mtr | 357.41 | 357.41 | 75.0 | False | None | None | False | None | False | 26805.75 | 0 | 3890841 | 149558 | None | 015 | Supply and delivery at site special moulded variety PVC tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments (WS& UGD works Vol.5 SR-2023-24 P-137,It.No.10.10.10, 160 mm dia PVC Tee | Each | 479.98 | 479.98 | 15.0 | False | None | None | False | None | False | 7199.7 | 0 | 3890842 | 149558 | None | 016 | Supply and delivery at site special moulded variety PVC bend as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments (WS& UGD works Vol.5 SR-2023 It.No.10.11.8, P-118, 110 mm dia PVC Bend | Each | 506.76 | 506.76 | 15.0 | False | None | None | False | None | False | 7601.4 | 0 | 3890843 | 149558 | None | 017 | 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, 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 & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work | Cum | 6956.62 | 6956.62 | 57.375 | False | None | None | False | None | False | 399136.0725 | 0 | 3890844 | 149558 | None | 018 | Providing and laying 100 mm thick precast cover slabs over rain water harvesting pit of width not exceeding 1000 mm using M-20 concrete reinforced with TMT bars Fe 500 @ 6 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished including providing holes in the cover slabs wherever necessary for easy drainage of surface water including cost of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc., complete | Sqm | 1205.1 | 1205.1 | 101.25 | False | None | None | False | None | False | 122016.375 | 0 |
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