| 1727160237000 | 0 | None | None | Other Works | Construction of Road and Drain at ward no.01,03,11,14,13,22,16,2,7,21 and 18 in Hagribommanahalli town limits | 11462806.11 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4062617 | 157950 | None | HBHD001 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin- charge. In cement mortar Volume-2, Item No.- 19.9.2, Page No.- 187 | Cum | 1768.2 | 1768.2 | 398.66 | False | None | None | False | None | False | 704910.612 | 0 | | 4062618 | 157950 | None | HBHD002 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) Volume-2, Item No.- 19.2.2, Page No.- 187 | Cum | 1080.45 | 1080.45 | 138.645 | False | None | None | False | None | False | 149798.99025 | 0 | | 4062619 | 157950 | None | HBHD003 | Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works.Above 600 mm to 900 mm dia Volume-3, Item No.- 2.17(ix)B, Page No.- 11 | Mtr | 1150.8 | 1150.8 | 6.0 | False | None | None | False | None | False | 6904.8 | 0 | | 4062620 | 157950 | None | HBHD004 | 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 Volume-1, Item No.- 1.14.1, Page No.- 8 | Cum | 107.1 | 107.1 | 893.13 | False | None | None | False | None | False | 95654.223 | 0 | | 4062621 | 157950 | None | HBHD005 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m Volume-1, Item No.- 1.17.1, Page No.- 10 | Cum | 275.1 | 275.1 | 544.185 | False | None | None | False | None | False | 149705.2935 | 0 | | 4062622 | 157950 | None | HBHD006 | 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 Volume-1, Item No.- 1.12, Page No.- 8 | Cum | 99.75 | 99.75 | 63.0 | False | None | None | False | None | False | 6284.25 | 0 | | 4062623 | 157950 | None | HBHD007 | 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 Volume-1, Item No.- 2.1.2, Page No.- 15 | Cum | 5947.2 | 5947.2 | 174.63 | False | None | None | False | None | False | 1038559.536 | 0 | | 4062624 | 157950 | None | HBHD008 | 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 Volume-1, Item No.- 2.11h, Page No.- 18 | t | 82961.55 | 82961.55 | 32.256 | False | None | None | False | None | False | 2676007.7568 | 0 | | 4062625 | 157950 | None | HBHD009 | 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 Volume-1, Item No.- 2.4.2, Page No.- 16 | Cum | 8962.85 | 8962.85 | 341.92 | False | None | None | False | None | False | 3064577.672 | 0 | | 4062626 | 157950 | None | HBHD010 | 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. M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates Volume-1, Item No.- 2.4.3, Page No.- 16 | Cum | 7983.36 | 7983.36 | 197.63 | False | None | None | False | None | False | 1577751.4368 | 0 | | 4062627 | 157950 | None | HBHD011 | 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 pipe 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.Volume-5, Item No.- 10.1.7, Page No.- 113 | Mtr | 431.55 | 431.55 | 1621.5 | False | None | None | False | None | False | 699758.325 | 0 | | 4062628 | 157950 | None | HBHD012 | 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 pipe 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. Volume-5, Item No.- 10.1.1, Page No.- 113 | Mtr | 50.4 | 50.4 | 576.0 | False | None | None | False | None | False | 29030.4 | 0 | | 4062629 | 157950 | None | HBHD013 | 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.Volume-1, Item No.- 1.9, Page No.- 7 | Cum | 279.3 | 279.3 | 781.5 | False | None | None | False | None | False | 218272.95 | 0 | | 4062630 | 157950 | None | HBHD014 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As directed by Engineer in Charge & MoRTH specification 804 Volume-3, Item No.- 8.54, Page No.- 78 | No | 9450.0 | 9450.0 | 12.0 | False | None | None | False | None | False | 113400.0 | 0 | | 4062631 | 157950 | None | HBHD015 | 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 Volume-3, Item No.- 3.7, Page No.- 17 | Cum | 110.25 | 110.25 | 97.8 | False | None | None | False | None | False | 10782.45 | 0 | | 4062632 | 157950 | None | HBHD016 | 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 Volume-3, Item No.- 3.6, Page No.- 17 | Cum | 517.65 | 517.65 | 137.175 | False | None | None | False | None | False | 71008.63875 | 0 | | 4062633 | 157950 | None | HBHD017 | Granular Sub-Base A Plant Mix Method: 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 Volume-3, Item No.- 4.1A(ii), Page No.- 23 | Cum | 2688.0 | 2688.0 | 82.05 | False | None | None | False | None | False | 220550.4 | 0 | | 4062634 | 157950 | None | HBHD018 | 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 Grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Volume-3, Item No.- 4.17, Page No.- 26 | Cum | 2686.95 | 2686.95 | 82.05 | False | None | None | False | None | False | 220464.2475 | 0 | | 4062635 | 157950 | None | HBHD019 | A. Prime Coat over WMM : Providing and applying primer coat with SSI grade Bitumen Emulsion on prepared surface of granual base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. Volume-3, Item No.- 5.1 A (i), Page No.- 31 | Sqm | 43.05 | 43.05 | 547.0 | False | None | None | False | None | False | 23548.35 | 0 | | 4062636 | 157950 | None | HBHD020 | Bituminous Macadam Grading - I for traffic greater than 20 MSA Providing and laying Bituminous Macadam with 40.60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30at 3.3 percentage 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 Volume-3, Item No.- 5.6 i C, Page No- 32 | Cum | 7835.1 | 7835.1 | 27.35 | False | None | None | False | None | False | 214289.985 | 0 | | 4062637 | 157950 | None | HBHD021 | Tack coat on Bituminous surface : Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom Volume-3, Item No.- 5.3.2, Page No.- 43 | Sqm | 12.6 | 12.6 | 547.0 | False | None | None | False | None | False | 6892.2 | 0 | | 4062638 | 157950 | None | HBHD022 | A. Bituminous Concrete Grading I for traffic greater than 20 MSA Providing and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30at 5.2 percent 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 Volume-3, Item No.- 5.14 A C, Page No.- 36 | Cum | 11157.3 | 11157.3 | 13.675 | False | None | None | False | None | False | 152576.0775 | 0 | | 4062639 | 157950 | None | HBHD023 | Road Marking with Hot Applied Thermoplastic Compoundwith 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. Volume-2, Item No.- 13.50.3, Page No.- 125 | Sqm | 235.2 | 235.2 | 11.6 | False | None | None | False | None | False | 2728.32 | 0 | | 4062640 | 157950 | None | HBHD024 | Road Marking with Hot Applied Thermoplastic Compoundwith 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. Volume-3, Item No.- 8.15, Page No.-67 | Sqm | 556.5 | 556.5 | 16.8 | False | None | None | False | None | False | 9349.2 | 0 |
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