| 1707893836000 | 0 | None | None | Roads | Construction of Balance RCC Drain at Basapura Village Main roads and Asphalting to Cross roads of Shusruthi Layout in ward no 211 Begur, Improvements of roads and drains at 1st, 2nd, 3rd, 4th and 5th Cross Roads Chowdeshwari layout, 1st Main Road and 1st, 2nd, 3rd, 4th, 5th and 6th Cross roads of Indramma Layout in Beretena Agrahara Village, Construction of CC Roads at Anjaneya Temple Road, Burrial Ground Road Ambedkar Colony and RCC Drain at Govt School Road Parappana (GO Sl No 28, 30, 31, 32) | 83890285.51 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2583971 | 80196 | None | 001 | Removing and Refixing of drain covering slabs (B.S Slab or RCC Slab 10cms) and Pointing in CM (1:3) (Excluding of GST and Area Loading Charges) | Sqm | 157.3 | 157.3 | 1239.12 | False | None | None | False | None | False | 194913.576 | 0 | | 2583972 | 80196 | None | 002 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 521.4 | 521.4 | 2160.0 | False | None | None | False | None | False | 1126224.0 | 0 | | 2583973 | 80196 | None | 003 | 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 | 266.2 | 266.2 | 7050.749 | False | None | None | False | None | False | 1876909.3838 | 0 | | 2583974 | 80196 | None | 004 | 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 1:4:8( M5) Using 40 mm and down size graded crushed coarse aggregates | Cum | 6230.4 | 6230.4 | 931.214 | False | None | None | False | None | False | 5801835.7056 | 0 | | 2583975 | 80196 | None | 005 | 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 nominal size graded crushed coarse aggregates | Cum | 9389.65 | 9389.65 | 1930.989 | False | None | None | False | None | False | 18131310.86385 | 0 | | 2583976 | 80196 | None | 006 | 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.(c).Sub structure of Bridges | Tonne | 95076.3 | 95076.3 | 120.811 | False | None | None | False | None | False | 11486262.8793 | 0 | | 2583977 | 80196 | None | 007 | Providing and fixing precast reinforced cement concrete covering slabs of 10cm thick made out of M25 with OPC cement @340kgs/Cum, with 20mm down size graded metal coarse aggregates @ 0.70cum and fine aggregates & 0.74cum with superplasticizers machine mixed including providing and removing centering, shuttering, strutting, propping etc., for edges of slabs with TMT steel (Fe 500) cost & reinforcement charges, including pointing with CM 1:3 finishing as required with cost of all materials, labour all lead and lift HOM of machinery curing including cost of reinforcement etc., complete as directed by the Engineer in charge of the work (Approved Rate Analysis copy enclosed) | Sqm | 2125.0 | 2125.0 | 4766.1 | False | None | None | False | None | False | 10127962.5 | 0 | | 2583978 | 80196 | None | 008 | Providing and fixing precast reinforced cement concrete covering slabs of 25cm thick made out of M25 with OPC cement @340kgs/Cum, with 20mm down size graded metal coarse aggregates @ 0.70cum and fine aggregates & 0.74cum with superplasticizers machine mixed including providing and removing centering, shuttering, strutting, propping etc., for edges of slabs with TMT steel (Fe 500) cost & reinforcement charges, including pointing with CM 1:3 finishing as required with cost of all materials, labour all lead and lift HOM of machinery curing including cost of reinforcement etc., complete as directed by the Engineer in charge of the work (Approved Rate Analysis copy enclosed) | Sqm | 5924.99 | 5924.99 | 403.2 | False | None | None | False | None | False | 2388955.968 | 0 | | 2583979 | 80196 | None | 009 | Providing and fixing pre cast solid cement concrete kerb stones made out of M20 witht top and bottom width 114 and 165 mm respectively, 400mm high and 450mm in length finished with CM 1:3 plastering and finishing cutting, including formwork,curing, including cost of all materials, labhour, hire charges of machinery, loading, unloading, lead and lift, trasportation etc., complete. as directed by the Engineer in Charge of the work | Nos | 459.0 | 459.0 | 9066.0 | False | None | None | False | None | False | 4161294.0 | 0 | | 2583980 | 80196 | None | 010 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 126.5 | 126.5 | 1673.2 | False | None | None | False | None | False | 211659.8 | 0 | | 2583981 | 80196 | None | 011 | 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 | Cum | 104.5 | 104.5 | 4841.934 | False | None | None | False | None | False | 505982.103 | 0 | | 2583982 | 80196 | None | 012 | Stone crusher dust finer than 3mm | Cum | 1360.7 | 1360.7 | 465.84 | False | None | None | False | None | False | 633868.488 | 0 | | 2583983 | 80196 | None | 013 | KSRRB 300-64.1. Extra for watering the earth to bring the earth upto Cum required optimum moisture content manually including cost of all labour complete as per specifications. MORTH I Chapter 3 Item No.19.71,Page No.148, Vol III SR-2018-19 | Cum | 12.72 | 12.72 | 195.299 | False | None | None | False | None | False | 2484.20328 | 0 | | 2583984 | 80196 | None | 014 | Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310 (SR Page.No.18, I.No.3.11 of Volume 3- PWD SR 2023-24) | Sqm | 4.4 | 4.4 | 2596.25 | False | None | None | False | None | False | 11423.5 | 0 | | 2583985 | 80196 | None | 015 | 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 | Cum | 2735.7 | 2735.7 | 639.54 | False | None | None | False | None | False | 1749589.578 | 0 | | 2583986 | 80196 | None | 016 | Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixing he 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. | Cum | 2814.9 | 2814.9 | 2801.743 | False | None | None | False | None | False | 7886626.3707 | 0 | | 2583987 | 80196 | None | 017 | 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 0.90 kg per m2 using mechanical means.Prime Coat over WMM/WBM. | Sqm | 45.1 | 45.1 | 12188.899 | False | None | None | False | None | False | 549719.3449 | 0 | | 2583988 | 80196 | None | 018 | 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, transported to site, laid 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 | Cum | 8427.1 | 8427.1 | 609.445 | False | None | None | False | None | False | 5135853.9595 | 0 | | 2583989 | 80196 | None | 019 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broo.Tack coat on Bituminous surface . | Sqm | 13.2 | 13.2 | 12784.599 | False | None | None | False | None | False | 168756.7068 | 0 | | 2583990 | 80196 | None | 020 | Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects.Bituminous Concrete Grading II for traffic 20 MSA. | Cum | 12049.4 | 12049.4 | 447.461 | False | None | None | False | None | False | 5391636.5734 | 0 | | 2583991 | 80196 | None | 021 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes. | Sqm | 583.0 | 583.0 | 466.1 | False | None | None | False | None | False | 271736.3 | 0 | | 2583992 | 80196 | None | 022 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. | Cum | 5412.0 | 5412.0 | 381.7875 | False | None | None | False | None | False | 2066233.95 | 0 | | 2583993 | 80196 | None | 023 | 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 | 7429.4 | 7429.4 | 271.35 | False | None | None | False | None | False | 2015967.69 | 0 | | 2583994 | 80196 | None | 024 | 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 M20 (Grade), coarse and fine aggregate sconforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 m3 capacity and propriate 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 ecification 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.(page no-148/ Item no-16.27/Vol-3- PWD S.R 2023-24) | Cum | 7011.4 | 7011.4 | 110.4375 | False | None | None | False | None | False | 774321.4875 | 0 | | 2583995 | 80196 | None | 025 | Loading and Unloading of Stone Boulder/Stone aggregates /Sand/ Kankar/ Moorum.(Tipper 5.5 m3) | Cum | 148.5 | 148.5 | 8207.115 | False | None | None | False | None | False | 1218756.5775 | 0 |
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