1723092705000 | 1 | None | None | Other Works | Construction of Aerobic Composting Pad (windrow Platform ) in SWM Site in Ankalagi-akkatangerhal | 4696802.65 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3718869 | 137699 | None | 001 | Clearing and Grubbing Road Land : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. ( CM SR 2023-24 P.No. 9/Vol-3/ 2.5 (ii)/A ) By Mechanical Means using Dozer, In area of light jungle | 100 Sqm | 412.65 | 412.65 | 10.43 | False | None | None | False | None | False | 4303.9395 | 0 | 3718870 | 137699 | None | 002 | 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 exceedingIn Hard Rock ( requiring blasting) Depth upto 1.50m ( CM SR 2023-24 P.No. 9/Vol-1/ 1.16.1 ) | Cum | 581.7 | 581.7 | 357.492 | False | None | None | False | None | False | 207953.0964 | 0 | 3718871 | 137699 | None | 003 | 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 pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates ( CM SR 2023-24 P.No.15/Vol-1/2.1.3 ) | Cum | 6288.45 | 6288.45 | 100.149 | False | None | None | False | None | False | 629781.97905 | 0 | 3718872 | 137699 | None | 004 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coaSDe sand) (CM SR 2023-24/P.No.9/Vol-2/5.4) | Cum | 6708.45 | 6708.45 | 62.316 | False | None | None | False | None | False | 418043.7702 | 0 | 3718873 | 137699 | None | 005 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 (CM SR 2023-24/P.No.16/Vol-1/2.3.1) | Cum | 9958.72 | 9958.72 | 11.664 | False | None | None | False | None | False | 116158.51008 | 0 | 3718874 | 137699 | None | 006 | 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. (CM SR 2023-24/P.No.7/Vol-1/1.9) | Cum | 279.3 | 279.3 | 456.35 | False | None | None | False | None | False | 127458.555 | 0 | 3718875 | 137699 | None | 007 | 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(CM SR 2023-24/P.No.23/Vol-3/4.1(v)) | Cum | 2611.35 | 2611.35 | 144.053 | False | None | None | False | None | False | 376172.80155 | 0 | 3718876 | 137699 | None | 008 | 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(CM SR 2023-24/P.No.26/Vol-3/4.17) | Cum | 2686.95 | 2686.95 | 144.053 | False | None | None | False | None | False | 387063.20835 | 0 | 3718877 | 137699 | None | 009 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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 (CM SR 2023-24/P.No.16/Vol-1/2.3.1) | Cum | 9958.72 | 9958.72 | 144.63 | False | None | None | False | None | False | 1440329.6736 | 0 | 3718878 | 137699 | None | 010 | 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 (CM SR 2023-24/P.No.16/Vol-1/2.4.2) | Cum | 8962.85 | 8962.85 | 18.434 | False | None | None | False | None | False | 165221.1769 | 0 | 3718879 | 137699 | None | 011 | 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. (CM SR 2023-24/P.No.18/Vol-1/2.11 a) | t | 93929.85 | 93929.85 | 8.6081 | False | None | None | False | None | False | 808557.541785 | 0 | 3718880 | 137699 | None | 012 | Supplying, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc (CM-SR -2023-24 P.No.94, I.No.9.1.4) K010D HDPE Grade PE80-PN6.0,110mm dia | m | 492.45 | 492.45 | 32.0 | False | None | None | False | None | False | 15758.4 | 0 |
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