| 1707893157000 | 0 | None | None | Roads | Improvements of Roads and Construction of RCC Drain at Manjunath Nagara Main road and Cross Roads, Kshatriya Nagara Road, Aralikatte Road in Chikkathoguru Village, Constructin of Balance RCC Drain at Subhash Nagara Main road and CC Roads at 1st, 6th, 7th, 8th and 10th Cross roads, Asphalting to Burrial Ground road of Subhash Nagara A Block, Improvements Roads and Construction of RCC Drain at 4th Cross Raghavendra Layout, 1st Cross and Lakshmi Layout Link Road (GO Sl No 26, 27 & 29) | 104861635.28 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2583811 | 80180 | 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.(Page No 05 & Item No.1.4.1 KPWD SR 2023-24 VOL I) | Cum | 266.2 | 266.2 | 7010.834 | False | None | None | False | None | False | 1866284.0108 | 0 | | 2583812 | 80180 | None | 002 | Removing and Refixing of drain covering slabs (B.S Slab or RCC Slab 10cms) and Pointing in CM (1:3) Data Rate | Sqm | 157.3 | 157.3 | 646.2 | False | None | None | False | None | False | 101647.26 | 0 | | 2583813 | 80180 | None | 003 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications (Page No 17 & Item No.6.33 KPWD SR 2023-24 VOL II) | Sqm | 1354.1 | 1354.1 | 60.0 | False | None | None | False | None | False | 81246.0 | 0 | | 2583814 | 80180 | None | 004 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse zggregates 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. (Page No 15 & Item No.2.1.6 KPWD SR 2023-24 VOL I) | Cum | 6867.3 | 6867.3 | 2.25 | False | None | None | False | None | False | 15451.425 | 0 | | 2583815 | 80180 | 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 1:4:8( M5) Using 40 mm and down size graded crushed coarse aggregates (Page No 15 & Item No.2.1.2 KPWD SR 2023-24 VOL I) | Cum | 6230.4 | 6230.4 | 1190.066 | False | None | None | False | None | False | 7414587.2064 | 0 | | 2583816 | 80180 | 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 nominal size graded crushed coarse aggregates(Page No 16 & Item No.2.4.2 KPWD SR 2023-24 VOL I ) | Cum | 9389.65 | 9389.65 | 2318.999 | False | None | None | False | None | False | 21774588.96035 | 0 | | 2583817 | 80180 | None | 007 | 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(Page No 18 & Item No.2.11(c) KPWD SR 2023-24 VOL I ) | Tonne | 95076.3 | 95076.3 | 142.593 | False | None | None | False | None | False | 13557214.8459 | 0 | | 2583818 | 80180 | None | 008 | Providing and fixing RCC precast cover slab of 100 mm thick for drain in cement concrete M20 using graded granite jelly 20mm and down size with steel reinfor cement, including formwork, lift charges, curing and concrete finished surfaces on both sides etc., complete as per drawing and directions of engineer-in-charge.Data rate | Sqm | 2125.0 | 2125.0 | 6622.2 | False | None | None | False | None | False | 14072175.0 | 0 | | 2583819 | 80180 | None | 009 | Providing & laying precast drain cover slab of 250 mm thickness in CM 1:3 including cost of all materials, labour, curing, transportation, loading, unloading etc, complete as per the directions of the Engineer In Charge.( 1.2 x 0.60 x 0.25) (Approved Data rate) | Sqm | 5924.99 | 5924.99 | 265.2 | False | None | None | False | None | False | 1571307.348 | 0 | | 2583820 | 80180 | None | 010 | 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 & other appurtenances required to complete the workIn all kinds of soils upto 300 mm depth..Item No.1.12,Page No.8, Vol I PWD SR 2023-24) | Cum | 104.5 | 104.5 | 7145.049 | False | None | None | False | None | False | 746657.6205 | 0 | | 2583821 | 80180 | None | 011 | Stone crusher dust Finer than 3mm.(page no.40 Sl No .81 PWD SR 2023-24 Vol I) | Cum | 1360.7 | 1360.7 | 1274.16 | False | None | None | False | None | False | 1733749.512 | 0 | | 2583822 | 80180 | None | 012 | 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 | 1274.16 | False | None | None | False | None | False | 16207.3152 | 0 | | 2583823 | 80180 | None | 013 | 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 | 20060.8 | False | None | None | False | None | False | 88267.52 | 0 | | 2583824 | 80180 | None | 014 | Construction of Embankment by excavating the available approved ravel/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. (SR Page.No.7, I.No.1.8 of Volume 1- PWD SR 2023-24) | Cum | 521.4 | 521.4 | 2096.82 | False | None | None | False | None | False | 1093281.948 | 0 | | 2583825 | 80180 | 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. Granular Sub-Base Plant Mix Method. Materia.Item No.4.1(V),Page No.23, Vol III PWD SR 2023-24) | Cum | 2735.7 | 2735.7 | 1817.279 | False | None | None | False | None | False | 4971530.1603 | 0 | | 2583826 | 80180 | None | 016 | 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. Wet Mix Macadam (Plant mix method).ItemNo.4.17,Page No.26, Vol III PWD SR 2023-24) | Cum | 2814.9 | 2814.9 | 2823.819 | False | None | None | False | None | False | 7948768.1031 | 0 | | 2583827 | 80180 | 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.Item No.5.1,Page No.31, Vol III PWD SR 2023-24) | Sqm | 45.1 | 45.1 | 15411.2 | False | None | None | False | None | False | 695045.12 | 0 | | 2583828 | 80180 | 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 compactionItem No.5.8(C),Page No.33, Vol III PWD SR 2023-24) | Cum | 8427.1 | 8427.1 | 764.86 | False | None | None | False | None | False | 6445551.706 | 0 | | 2583829 | 80180 | 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 .Item No.5.3Page No.31, Vol III PWD SR 2023-24) | Sqm | 13.2 | 13.2 | 20459.5 | False | None | None | False | None | False | 270065.4 | 0 | | 2583830 | 80180 | 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.Item No.5.16(C),Page No.38, Vol III PWD SR 2023-24) | Cum | 12049.4 | 12049.4 | 716.082 | False | None | None | False | None | False | 8628358.4508 | 0 | | 2583831 | 80180 | 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. .Item No.8.15,Page No.67, Vol III PWD SR 2023-24) | Sqm | 583.0 | 583.0 | 822.95 | False | None | None | False | None | False | 479779.85 | 0 | | 2583832 | 80180 | 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 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 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 curingSR.Item No.6.1,Page No.49, Vol III PWD SR 2023-24) | Cum | 5412.0 | 5412.0 | 673.74 | False | None | None | False | None | False | 3646280.88 | 0 | | 2583833 | 80180 | 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 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 | 645.1825 | False | None | None | False | None | False | 4523632.5805 | 0 | | 2583834 | 80180 | None | 024 | Lead For disposal of earth shall be payable at Carriage rates (lead & Lift) by Mechanical means including loading and unloading up tp 15Kms (Page No. 3 / Item No. 1.1 /VOL-3 PWD SR 2023-24) | Cum | 220.4 | 220.4 | 14155.885 | False | None | None | False | None | False | 3119957.054 | 0 |
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