| 1716375506000 | 1 | None | None | Roads | As per Master plan Construction of 120 Feet Ring Road from Akthar Rajah circle to Maganahalli Road via Sir.Mirja Ismail layout in Davanagere City. | 41360319.2 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3143582 | 108201 | None | item 01 | 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 Brick / Tile work By Mechanical mean. Dismantling Brick / Tile work / rubble masonry / pitching / etc by mechanical means. (PWD SR 2023-24 Vol.3 P.No 10 I.No.2.11A) | Cum | 189.0 | 189.0 | 8160.0 | False | None | None | False | None | False | 1542240.0 | 0 | | 3143583 | 108201 | None | item 02 | 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. (PWD SR 2023-24 Vol.1 P.No 8 I.No.1.14.1) | Cum | 107.1 | 107.1 | 4712.4 | False | None | None | False | None | False | 504698.04 | 0 | | 3143584 | 108201 | None | item 03 | 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.(PWD SR 2023-24 Vol.3 P.No 17 I.No 3.7) | Cum | 110.25 | 110.25 | 1366.2 | False | None | None | False | None | False | 150623.55 | 0 | | 3143585 | 108201 | None | item 04 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2(PWD SR 2023-24 Vol.3 P.No17 I.No 3.6) | Cum | 517.65 | 517.65 | 3722.4 | False | None | None | False | None | False | 1926900.36 | 0 | | 3143586 | 108201 | None | item 05 | Construction of Granular Sub-Base of required grading as per design 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. For Grading -III Materia.(PWD SR 2023-24 Vol.3 P.No 23 I.No 4.2(iii)) | Cum | 2503.2 | 2503.2 | 1696.2 | False | None | None | False | None | False | 4245927.84 | 0 | | 3143587 | 108201 | None | item 06 | 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.(PWD SR 2023-24 Vol - 3 P.No.26 I.No 4.17) | Cum | 2686.95 | 2686.95 | 910.8 | False | None | None | False | None | False | 2447274.06 | 0 | | 3143588 | 108201 | None | item 07 | 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 curing. (PWD SR 2023-24 Vol.3 P.No.49 I.No 6.1) | Cum | 5166.0 | 5166.0 | 660.0 | False | None | None | False | None | False | 3409560.0 | 0 | | 3143589 | 108201 | None | item 08 | Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawings OPC @ 420 kg/m3. (PWD SR 2021-22 Vol.3 P.No.49 I.No 6.2.1) | Cum | 9514.05 | 9514.05 | 1650.0 | False | None | None | False | None | False | 15698182.5 | 0 | | 3143590 | 108201 | None | item 09 | Providing and laying 80mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Commercial Traffic Axle load repetitions upto 10MSA & for Residential Streets of approved shape and colour, laid in required pattern and including over 40mm 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 as per relevant technical specification all complete as per the direction of Engineer-in-charge.(PWD SR 2023-24 Vol - 3 P.No.51 I.No 6.8.2) | Sqm | 1219.05 | 1219.05 | 2508.0 | False | None | None | False | None | False | 3057377.4 | 0 | | 3143591 | 108201 | None | item 10 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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( SR 2023-24 Vol.1 P.No 5 I.No 1.4.1) | Cum | 254.1 | 254.1 | 846.0 | False | None | None | False | None | False | 214968.6 | 0 | | 3143592 | 108201 | None | item 11 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR 2023-24 Vol.1 P.No.15 I.No 2.1.2) | Cum | 5947.2 | 5947.2 | 153.68 | False | None | None | False | None | False | 913965.696 | 0 | | 3143593 | 108201 | None | item 12 | Providing and laying in position 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 necessary, 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.(PWD SR 2023-24 Vol.1 P.No.16 I.No 2.4.2) | Cum | 6639.15 | 6639.15 | 273.71 | False | None | None | False | None | False | 1817201.7465 | 0 | | 3143594 | 108201 | None | item 13 | Additionalities for Formwork, Centering & Scaffolding | Cum | 2323.7 | 2323.7 | 273.71 | False | None | None | False | None | False | 636019.927 | 0 | | 3143595 | 108201 | None | item 14 | 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.(PWD SR 2023-24 Vol.1 P.No.18 I.No 2.11) | Tonne | 82961.55 | 82961.55 | 9.08 | False | None | None | False | None | False | 753290.874 | 0 | | 3143596 | 108201 | None | item 15 | 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(PWD SR 2023-24 Vol.1 P.No.7 I.No 1.9) | Cum | 279.3 | 279.3 | 151.2 | False | None | None | False | None | False | 42230.16 | 0 | | 3143597 | 108201 | None | item 16 | Providing and laying 100mm thick pre-cast cover slabs over Road side drains/utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drain age of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. (PWD SR 2023-24 Vol.2 P.No 177 I.No.14.14) | Sqm | 1228.5 | 1228.5 | 540.0 | False | None | None | False | None | False | 663390.0 | 0 | | 3143598 | 108201 | None | item 17 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 300 x 200 x150mm size(PWD SR 2023-24 Vol.3 P.No 74 I.No. 8.42.8) | No | 352.8 | 352.8 | 2540.0 | False | None | None | False | None | False | 896112.0 | 0 | | 3143599 | 108201 | None | item 18 | 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(PWD SR 2023-24 Vol.1 P.No.15 I.No 2.1.4) | Cum | 6527.85 | 6527.85 | 21.0 | False | None | None | False | None | False | 137084.85 | 0 | | 3143600 | 108201 | None | item 19 | 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. (PWD SR 2023-24 Vol.3 P.No 67 I.No.8.15) | Sqm | 556.5 | 556.5 | 990.0 | False | None | None | False | None | False | 550935.0 | 0 | | 3143601 | 108201 | None | item 20 | Finishing with Epoxy paint (two coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete. On concrete work including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (PWD SR 2023-24 Vol.2 P.No 48 I.No.8.36.2) | Sqm | 180.6 | 180.6 | 315.0 | False | None | None | False | None | False | 56889.0 | 0 | | 3143602 | 108201 | None | item 21 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79-2019 and the drawings (PWD SR 2023-24 Vol.3 P.No 67 I.No.8.15) | Each | 2122.05 | 2122.05 | 210.0 | False | None | None | False | None | False | 445630.5 | 0 | | 3143603 | 108201 | None | item 22 | Provision of 15 nos rumble strips covered with premix bituminous carpet, 15-20 mm high at center, 250 mm wide placed at 1 m center to center at approved locations to control speed, marked with white strips of road marking paint. (PWD SR 2023-24 Vol.3 P.No 71 I.No.8.31) | Each | 197.4 | 197.4 | 81.0 | False | None | None | False | None | False | 15989.4 | 0 | | 3143604 | 108201 | None | item 23 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (PWD SR 2023-24 Vol.3 P.No 17 I.No.3.1) | Cum | 89.25 | 89.25 | 13718.4 | False | None | None | False | None | False | 1224367.2 | 0 | | 3143605 | 108201 | None | item 24 | Direction and Place Identification Signs upto 0.9 m2 Size Providing and erecting direction and place identification retro reflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9 m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing Board (PWD SR 2021-22 Vol.3 P.No.65 I.No 8.7) | Each | 9460.5 | 9460.5 | 1.0 | False | None | None | False | None | False | 9460.5 | 0 |
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