1708608089000 | 0 | None | None | Other Works | Estimation of Access Road, Internal Road, Drain & Pipe line for Leachate connection | 2298660.13 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2767239 | 88212 | None | Code1 | 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 [Common SR 2023-24 volume I, Pg. No 8.,Sl No 1.12] | Cum | 97.85 | 97.85 | 214.2 | False | None | None | False | None | False | 20959.47 | 0 | 2767240 | 88212 | None | Code2 | 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 [Common SR 2023-24 volume I, Pg. No 7.,Sl No 1.10] | Cum | 164.8 | 164.8 | 18.8 | False | None | None | False | None | False | 3098.24 | 0 | 2767241 | 88212 | None | Code3 | 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 1:3:6 (M10) Using 20 mm nominal size graded crushed coarse aggregates [Common SR 2023-24 volume I, Pg. No 15.,Sl No2.1.4 | Cum | 6403.51 | 6403.51 | 19.6 | False | None | None | False | None | False | 125508.796 | 0 | 2767242 | 88212 | None | Code4 | 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. [CommonSR 2023-24 volume I,Pg. No 18 SL No 2.11.a | Tonne | 92140.71 | 92140.71 | 1.736 | False | None | None | False | None | False | 159956.27256 | 0 | 2767243 | 88212 | None | Code5 | 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) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates [CommonSR 2023-24volume I,Pg. No 16.,Sl No 2.4.1 | Cum | 8837.52 | 8837.52 | 43.4 | False | None | None | False | None | False | 383548.368 | 0 | 2767244 | 88212 | None | Code6 | 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 -I Material [CommonSR 2023-24 Ref. to MoRT&H Spec 401.volume III,Pg. No 23.,Sl No 4.2 | Cum | 2430.8 | 2430.8 | 73.5 | False | None | None | False | None | False | 178663.8 | 0 | 2767245 | 88212 | None | Code7 | 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 inuniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. [CommonSR 2023-24 Ref. to MoRT&H Spec 406.volume III,Pg. No 26.,Sl No 4.17 | Cum | 2635.77 | 2635.77 | 99.75 | False | None | None | False | None | False | 262918.0575 | 0 | 2767246 | 88212 | None | Code8 | 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 [CommonSR 2023-24 Ref. to MoRT&H Spec 305 volume III,Pg. No 17.,Sl No 3.6 | Cum | 507.79 | 507.79 | 204.0 | False | None | None | False | None | False | 103589.16 | 0 | 2767247 | 88212 | None | Code9 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including construction joints, , primer, sealant , curing of concrete slabs for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the directions of the Engineer-in-charge of the work. [CommonSR 2023-24 Ref. to MoRT&H Spec 1501 volume III,Pg. No 149.,Sl No 16.28 | Cum | 6956.62 | 6956.62 | 133.0 | False | None | None | False | None | False | 925230.46 | 0 | 2767248 | 88212 | None | Code10 | 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 HDPE Grade PE80-PN8.0,250mm dia. [CommonSR 2023-24 volume V,Pg. No 96.,Sl No 9.2.11 | m | 2703.75 | 2703.75 | 50.0 | False | None | None | False | None | False | 135187.5 | 0 |
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