| 1723388331000 | 0 | None | None | Other Works | Construction of Sanitary Land Fill (SLF) at SWM Site of yaragatti TP. | 1693762.29 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3751844 | 140699 | None | code01 | 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. PWD SR Vol 1 P No 8 I No 1.14.1 | Cum | 107.1 | 107.1 | 776.04 | False | None | None | False | None | False | 83113.884 | 0 | | 3751845 | 140699 | None | code02 | Earth work excavation by manual means for drains, canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, tools, usage & other appurtenances required to complete the work. Depth exceeding 1.5m, but not exceeding 3 m PWD Common SR 2023-24 VOl.1 (Page No.31, I.No.1.5.2) | Cum | 467.25 | 467.25 | 776.04 | False | None | None | False | None | False | 362604.69 | 0 | | 3751846 | 140699 | None | code03 | Construction of Embankment 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, preading,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. (PWD CSR 2021-22 VOL-1 P.NO. 7 I.NO 1.8) | Cum | 497.7 | 497.7 | 112.5 | False | None | None | False | None | False | 55991.25 | 0 | | 3751847 | 140699 | None | code04 | 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 SR 2023-24 vol 3 (Page No.9, I.No.14.6) | Sqm | 117.6 | 117.6 | 356.0 | False | None | None | False | None | False | 41865.6 | 0 | | 3751848 | 140699 | None | code05 | Providing and laying water proofing treatment to the Rafts, Below grade slab, Lift pits, water retaining structures with fully bonded High Density Polyethlene Membrane (HDPE) of 1.2mm composite thickness and having tensile strength of greater than 25 MPa (as per ASTM D 412), elongation of greater than 500% (as per ASTM D 412), puncture resistance of greater than 1000N (as per ASTM E 154), peel adhesion to concrete graeater than 1200N/m (as per ASTM D 903), hydrostatic head resistance grater than 70m (as per ASTM D 5385). The system should be fully bonded to the RCC thereby conforming to IS 16471:2017 requirements of UG waterproofing structures. The membrane should be minimum 2.4m wide to reduce the number of joints with minimum 75mm factory made selvedges and comprising of an HDPE layer and a pressure sensitive adhesive layer which is covered by a weather proof protective and trafficable granular layer to protect self-adhesive polymer layer, including surface preparation completely as per specification SR 2023-24 VOl.2 (Page No.150, I.No.15.5) | Sqm | 635.25 | 635.25 | 905.25 | False | None | None | False | None | False | 575060.0625 | 0 | | 3751849 | 140699 | None | code06 | 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 elevant 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. For HDPE PE 80 PN 6,110 mm dia SR 2023-24 VOl.2 (Page No.95, INo.9.1.4) | m | 492.45 | 492.45 | 120.0 | False | None | None | False | None | False | 59094.0 | 0 | | 3751850 | 140699 | None | code07 | Supplying and installation of geo syntetic clay liner as per list of companies approved in the detailed specification laying and jointing the clay membranes including cost of labour. HO complete as per Engineer choice | Sqm | 410.0 | 410.0 | 905.25 | False | None | None | False | None | False | 371152.5 | 0 | | 3751851 | 140699 | None | code08 | Water Bound Macadam 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. Grade III | Sqm | 2575.65 | 2575.65 | 56.25 | False | None | None | False | None | False | 144880.3125 | 0 |
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