1725006390000 | 0 | None | None | Other Works | Construction of Rain water harvesting and recharge pits and improvements of roads footpath drains in Govindarajanagara Constituency | 68522024.7 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3885307 | 149267 | None | code01 | Removing and refixing Drain Cover slabs (B S Slab and RCC slab) and pointing in CM (1:3) as directed by the Engineer in Charge of the work (excluding GST and Area Leading Charges | Sqm | 235.0 | 235.0 | 6080.69 | False | None | None | False | None | False | 1428962.15 | 0 | 3885308 | 149267 | None | code02 | 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 Cement Concrete Grade M-15 & M-20 | Cum | 790.9 | 790.9 | 65.53 | False | None | None | False | None | False | 51827.677 | 0 | 3885309 | 149267 | None | code03 | 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 Dismantling Stone Masonry Rubble stone masonry in cement mortar. | Cum | 671.0 | 671.0 | 185.23 | False | None | None | False | None | False | 124289.33 | 0 | 3885310 | 149267 | None | code04 | 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. | Cum | 266.2 | 266.2 | 2845.39 | False | None | None | False | None | False | 757442.818 | 0 | 3885311 | 149267 | None | code05 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6838.7 | 6838.7 | 2020.58 | False | None | None | False | None | False | 13818140.446 | 0 | 3885312 | 149267 | None | code06 | 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 with Centering. | Cum | 9389.65 | 9389.65 | 322.58 | False | None | None | False | None | False | 3028913.297 | 0 | 3885313 | 149267 | 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.h. All other type of structures | t | 86912.1 | 86912.1 | 27.922 | False | None | None | False | None | False | 2426759.6562 | 0 | 3885314 | 149267 | None | code08 | 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 | Sqm | 1354.1 | 1354.1 | 198.0 | False | None | None | False | None | False | 268111.8 | 0 | 3885315 | 149267 | None | code09 | Providing and fixing RCC precast cover slab of 10 cm thick for drain in cement concrete M20 using graded granite jelly 20mm and down size with steel reinforcement, 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 | 2072.0 | 2072.0 | 825.3 | False | None | None | False | None | False | 1710021.6 | 0 | 3885316 | 149267 | None | code10 | Providing and fixing RCC precast cover slab of 23 cm thick for drain in cement concrete M20 using graded granite jelly 20mm and down size with steel reinforcement, 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 - Data rate | Sqm | 5037.0 | 5037.0 | 168.0 | False | None | None | False | None | False | 846216.0 | 0 | 3885317 | 149267 | None | code11 | Removing & Resetting of Kerb Stones - DATA RATE | Sqm | 118.0 | 118.0 | 2550.0 | False | None | None | False | None | False | 300900.0 | 0 | 3885318 | 149267 | None | code12 | Removing & Resetting of Cobble Stone - DATA RATE | Sqm | 380.0 | 380.0 | 156.0 | False | None | None | False | None | False | 59280.0 | 0 | 3885319 | 149267 | None | code13 | Providing and fixing pre cast solid cement concrete kerb stones made out of M20 with 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 materials, labour charges of machinery, loading and unloading, lead and lift, transportation ete.,complete as directed by the Engineer in Charge of the work (excluding GST and Area Leading Charges) | Nos | 325.0 | 325.0 | 5491.0 | False | None | None | False | None | False | 1784575.0 | 0 | 3885320 | 149267 | None | code14 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces | Sqm | 119.9 | 119.9 | 1843.4 | False | None | None | False | None | False | 221023.66 | 0 | 3885321 | 149267 | None | code15 | 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. | Cum | 71.5 | 71.5 | 615.06 | False | None | None | False | None | False | 43976.79 | 0 | 3885322 | 149267 | None | code16 | 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 paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2633.4 | 2633.4 | 754.09 | False | None | None | False | None | False | 1985820.606 | 0 | 3885323 | 149267 | None | code17 | Prime Coat over WMM/WBM
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. | Sqm | 48.4 | 48.4 | 3097.7 | False | None | None | False | None | False | 149928.68 | 0 | 3885324 | 149267 | None | code18 | Tack coat on Bituminous surface
Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom | Sqm | 13.2 | 13.2 | 27050.0 | False | None | None | False | None | False | 357060.0 | 0 | 3885325 | 149267 | None | code19 | Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent by weight of total 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. 505 complete in all respects. Dense Graded Bituminous Macadam Grading - II for traffic LESS THAN 20 MSA | Cum | 10877.9 | 10877.9 | 129.04 | False | None | None | False | None | False | 1403684.216 | 0 | 3885326 | 149267 | None | code20 | Bituminous Concrete Grading II Using waste plastic
Providing and laying Bituminous Concrete with not less than 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.78% Bitumen and waste plastic 8% of Bitumen 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 | Cum | 11740.3 | 11740.3 | 1082.0 | False | None | None | False | None | False | 12703004.6 | 0 | 3885327 | 149267 | None | code21 | 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 | 525.8 | 525.8 | 1087.0 | False | None | None | False | None | False | 571544.6 | 0 | 3885328 | 149267 | None | code22 | 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 CSR 23-24 | Cum | 104.5 | 104.5 | 632.25 | False | None | None | False | None | False | 66070.125 | 0 | 3885329 | 149267 | None | code23 | Providing and laying in position Cement Concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 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. The cost includes all lead & lifts, cost of all materials, 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. | Sqm | 7707.7 | 7707.7 | 1884.0 | False | None | None | False | None | False | 14521306.8 | 0 | 3885330 | 149267 | None | code24 | Providing and laying heavy duty cobble stones 60mm thick interlock pavers, using cement and course sand for manufacture of blocks of approved size, shape and colour with a minimum compressive strength of 281 kg per m2 over 50mm thick sand bed ( average thickness ) and compacting with plate vibrator having 3 tonscompaction force thereby forcing part of sand underneath to come up in between joints, final compaction of paver surface joints into its finallevel , including cost of materials, labour and Usage charges of machinery complete as per specifications | Cum | 880.0 | 880.0 | 1403.0 | False | None | None | False | None | False | 1234640.0 | 0 | 3885331 | 149267 | None | code25 | Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work Depth exceeding 3m, but not exceeding 4.5m Vol-1. PWDSR 2023-24,Pg.no-09, It.no-1.16.3 | Sqm | 782.1 | 782.1 | 610.42 | False | None | None | False | None | False | 477409.482 | 0 | 3885332 | 149267 | None | code26 | RCC Perforated rings - 1200 mmx1250 mm BWSSB 2023-24,Pg.no..A-45, | Each | 7700.0 | 7700.0 | 450.0 | False | None | None | False | None | False | 3465000.0 | 0 | 3885333 | 149267 | None | code27 | RCC Perforated rings - 900 mmx1100 mm BWSSB 2023-24,Pg.no..A-45, | Each | 4950.0 | 4950.0 | 225.0 | False | None | None | False | None | False | 1113750.0 | 0 | 3885334 | 149267 | None | code28 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Vol-1. PWDSR 2023-24,Pg.no-15, It.no-2.2.3 | Cum | 6969.6 | 6969.6 | 32.4 | False | None | None | False | None | False | 225815.04 | 0 | 3885335 | 149267 | None | code29 | Supply, Fabricator, Painting and Fixing of Mild Steel items such as Horizontal and Vertical gratings, Flower baskets, cycle stands, Tree guards, Edge Angles, Bollards, Grills for Property edge/ Medains etc and any other items as specified in drawings or as approved by Engineer incharge (data rate) | Kgs | 228.3 | 228.3 | 13633.33 | False | None | None | False | None | False | 3112489.239 | 0 | 3885336 | 149267 | None | code30 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Vol-2. PWDSR 2023-24,Pno.175.ItNo.17.1 | Cum | 1102.2 | 1102.2 | 50.87 | False | None | None | False | None | False | 56068.914 | 0 | 3885337 | 149267 | None | code31 | Supplying, filling, spreading &leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge. Vol-2. PWDSR 2023-24,Pno.175.ItNo.17.2 | Cum | 1304.6 | 1304.6 | 50.87 | False | None | None | False | None | False | 66365.002 | 0 | 3885338 | 149267 | None | code32 | Supplying, filling, spreading &leveling coarse sand of size range 1.5mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in-charge. Vol-2. PWDSR 2023-24,Pno.175.ItNo.17.3 | Cum | 1311.2 | 1311.2 | 50.87 | False | None | None | False | None | False | 66700.744 | 0 | 3885339 | 149267 | None | code33 | Gravel packing in tube well construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Vol-2. PWDSR 2023-24,Pno.175.ItNo.17.4 | Cum | 1472.9 | 1472.9 | 50.87 | False | None | None | False | None | False | 74926.423 | 0 |
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