1726568439000 | 0 | None | None | Other Works | 1 Construction Of CC Drain I At Ward No 01 From Madivalara Nagappa House To Line Man Venkatesha House And Construction Of CD Behind Galemma Temple 2. Construction Of CC Drain And BT Road In Ward No 12 Behind Tayamma Temple To Ratna Naik House And Other Places 3. Construction Of CC Drain And CD In Ward No 01 At Kechhina Bandi Road Oddara Gundi And Behind Galemma Temple | 2328550.89 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4014630 | 155534 | None | HBHalli 001 | 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(Volume-I (CSR 2023-24, I.No.1.14., P.No.8). In all kinds of soils Depth upto 3 m | Cum | 107.1 | 107.1 | 333.77 | False | None | None | False | None | False | 35746.767 | 0 | 4014631 | 155534 | None | HBHalli 002 | 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 (M10) Using 40 mm nominal size graded crushed coarse aggregates ( Volume-I (CSR 2023-24, I.No.2.1.2P.No.15) Mix 1:4:8 Using 40 mm nominal size graded crushed coarse | Cum | 5947.2 | 5947.2 | 35.84 | False | None | None | False | None | False | 213147.648 | 0 | 4014632 | 155534 | None | HBHalli 003 | Supplying fitting & placing TMT FE 550/500D steel reinforcement including cost of all materials, machinery, labour, cleaning, straightenin, 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 volume-I (DSR 2023-24, I.No.2.11.h P.No.18) All other type of structures | Tonne | 82961.55 | 82961.55 | 6.5638 | False | None | None | False | None | False | 544543.02189 | 0 | 4014633 | 155534 | None | HBHalli 004 | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Volume-I (CSR 2023-24 , I.No.2.4.2 , P.No.16) | Cum | 6639.15 | 6639.15 | 127.99 | False | None | None | False | None | False | 849744.8085 | 0 | 4014634 | 155534 | None | HBHalli 005 | Centering and formwork for cover Walls, percentage on finished rate of concrete per m3 Volume-I (CSR 2023-24 ,I.NO:4, P.NO:111) | Cum | 2323.7 | 2323.7 | 53.91 | False | None | None | False | None | False | 125270.667 | 0 | 4014635 | 155534 | None | HBHalli 006 | Centering and formwork for cover slab, percentage on finished rate of concrete per m3 Volume-I (CSR 2023-24 ,I.NO:6, P.NO:112) | Cum | 1327.83 | 1327.83 | 38.19 | False | None | None | False | None | False | 50709.8277 | 0 | 4014636 | 155534 | None | HBHalli 007 | 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(Volume-I CSR 2023-24 ,I.NO:1.10, P.NO:7) | Cum | 168.0 | 168.0 | 102.72 | False | None | None | False | None | False | 17256.96 | 0 | 4014637 | 155534 | None | HBHalli 008 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipen 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(Volume-5 CSR 2023-24 ,I.NO:10.1.5, P.NO:113) | Mtr | 231.0 | 231.0 | 80.0 | False | None | None | False | None | False | 18480.0 | 0 | 4014638 | 155534 | None | HBHalli 009 | 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. (COMMON SCHEDULE OF RATES FOR ENGINEERING DEPARTMENTS 2023-24 ,Volume-I, P.No.8, I.No.1.12). all kinds of soils Depth upto 300mm depth | Cum | 99.75 | 99.75 | 65.1 | False | None | None | False | None | False | 6493.725 | 0 | 4014639 | 155534 | None | HBHalli 010 | 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. (SCHEDULE OF RATES FOR ROAD AND BRIDGE WORKS 2023-24 Volume-III P.No.17, I.No.3.7) | Cum | 110.25 | 110.25 | 86.8 | False | None | None | False | None | False | 9569.7 | 0 | 4014640 | 155534 | None | HBHalli 011 | 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 (SCHEDULE OF RATES FOR ROAD AND BRIDGE WORKS 2023-24 Volume-III, P.No.17, I.No.3.6(305)) | Cum | 517.65 | 517.65 | 86.8 | False | None | None | False | None | False | 44932.02 | 0 | 4014641 | 155534 | None | HBHalli 012 | 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 (SCHEDULE OF RATES FOR ROAD AND BRIDGE WORKS 2023-24 Volume-III P.No.23, I.No.4.2 i) | Cum | 2478.0 | 2478.0 | 65.1 | False | None | None | False | None | False | 161317.8 | 0 | 4014642 | 155534 | None | HBHalli 013 | 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 (SCHEDULE OF RATES FOR ROAD AND BRIDGE WORKS 2023-24 Volume-III P.No.26 I.No.4.17) | Sqm | 2686.95 | 2686.95 | 34.88 | False | None | None | False | None | False | 93720.816 | 0 | 4014643 | 155534 | None | HBHalli 014 | 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 0.70 kg/m2 using mechanical means. (SCHEDULE OF RATES FOR ROAD AND BRIDGE WORKS 2023-24 Volume-III P.No.31, I.No.5.1 (i)) | Cum | 43.05 | 43.05 | 232.5 | False | None | None | False | None | False | 10009.125 | 0 | 4014644 | 155534 | None | HBHalli 015 | 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 @ 3.3% 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 (SCHEDULE OF RATES FOR ROAD AND BRIDGE WORKS 2023-24 Volume-III P.No.32, I.No.5.6 C) | Sqm | 7835.1 | 7835.1 | 11.63 | False | None | None | False | None | False | 91122.213 | 0 | 4014645 | 155534 | None | HBHalli 016 | 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 (SCHEDULE OF RATES FOR ROAD AND BRIDGE WORKS 2023-24 Volume-III P.No.31, I.No.5.3(i)) | Cum | 12.6 | 12.6 | 232.5 | False | None | None | False | None | False | 2929.5 | 0 | 4014646 | 155534 | None | HBHalli 017 | Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0 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.(SCHEDULE OF RATES FOR ROAD AND BRIDGE WORKS 2023-24 Volume-III P.No.34, I.No.5.10.C) | Sqm | 9217.95 | 9217.95 | 5.81 | False | None | None | False | None | False | 53556.2895 | 0 |
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