| 1708607063000 | 0 | None | None | Other Works | Estimate for Scientific landfill | 5157632.54 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2766889 | 88189 | None | code1 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. [Common SR 2023-24 volume I, Pg. No 7.,Sl No 1.8] | Cum | 488.22 | 488.22 | 1348.88 | False | None | None | False | None | False | 658550.1936 | 0 | | 2766890 | 88189 | None | code2 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction [Common SR 2023-24 volume I, Pg. No 7.,Sl No 1.7] | Cum | 122.57 | 122.57 | 3759.12 | False | None | None | False | None | False | 460755.3384 | 0 | | 2766891 | 88189 | None | code3 | 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 [Common SR 2023-24 volume I, Pg. No 8.,Sl No 1.14.1] | Cum | 105.06 | 105.06 | 3910.87 | False | None | None | False | None | False | 410876.0022 | 0 | | 2766892 | 88189 | None | code4 | Providing ,laying & installation of 1500 micron thick wide HDPE Geo membranehaving thickness 1.5mm, Density94g/cm3, Tensile strength at yield 23 Nmm/width and at break 42nmm/width. Elongation at yield 13% Elongation at Break 70%, Tear strength resistance 175 N, Puncuture Resistance 490N, Carbon blackcontent 2.5 and carbon blackdispersion at satisfactory level, including cost of transportation, machinery for installation, labour,complete etc., - MI approved Rate | Sqm | 640.0 | 640.0 | 3505.99 | False | None | None | False | None | False | 2243833.6 | 0 | | 2766893 | 88189 | None | code5 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density,By Manual Means (i) Grading-I (63mm to 45mm) [CommonSR 2023-24Ref. to MoRT&H Spec 405 volume III,Pg. No 25.,Sl No 4.13 | Cum | 2598.69 | 2598.69 | 268.8 | False | None | None | False | None | False | 698527.872 | 0 | | 2766894 | 88189 | None | code6 | Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the voids of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching. [CommonSR 2023-24 Ref. toMoR Spec 700&2504 volume III,Pg. No 129.,Sl No 14.6 | Sqm | 115.36 | 115.36 | 3339.04 | False | None | None | False | None | False | 385191.6544 | 0 | | 2766895 | 88189 | None | code7 | Providing, 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. complete. HDPE Grade PE80-PN8.0,200mm dia [CommonSR 2023-24 volume V,Pg. No 96.,Sl No 9.2.9 | m | 1769.54 | 1769.54 | 116.0 | False | None | None | False | None | False | 205266.64 | 0 | | 2766896 | 88189 | None | code8 | 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 | 35.0 | False | None | None | False | None | False | 94631.25 | 0 |
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