| 1723465330000 | 0 | None | None | Other Works | Package (17)Construction Sanitary Landfill and Assocaited of Integrated Solid Waste Management (SWM) under Swachh Bharat Mission in Kagawad Town Panchayat | 2175745.54 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3760458 | 141364 | None | code01 | 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. | Sqm | 15.75 | 15.75 | 600.0 | False | None | None | False | None | False | 9450.0 | 0 | | 3760459 | 141364 | None | code02 | 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 (Page No.8, V-I ,I.No. 1.14.1)Rate 102.00+5%=107.10 | Cum | 107.1 | 107.1 | 911.43 | False | None | None | False | None | False | 97614.153 | 0 | | 3760460 | 141364 | None | code03 | 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 .Depth 3 m to 6 m (Page No.8, V-I ,I.No. 1.14.2) Rate 117.00+5%=122.85 | Cum | 122.85 | 122.85 | 553.62 | False | None | None | False | None | False | 68012.217 | 0 | | 3760461 | 141364 | None | code04 | Construction of embankment with approved material Gravel/Murrum with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300-2 complete as per specifications, including cost of gravel / murrum, watering charges & compaction by vibratory roller to 95% of modified proctors density. MORTH Specification No. 305 Rate 474.00+5%= 497.70 | Cum | 497.7 | 497.7 | 825.0 | False | None | None | False | None | False | 410602.5 | 0 | | 3760462 | 141364 | None | code05 | Supplying and installation of geo synthetic clay liner as per the list of companies approved in the detailed specifications laying and jointly the clay membranes including cost of labour, HOM complete as per specifications.As per HDMC SE approved rate 410.00+5%=430.50 | Sqm | 430.5 | 430.5 | 860.81 | False | None | None | False | None | False | 370578.705 | 0 | | 3760463 | 141364 | None | code06 | 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 25 MPa (as per ASTM D 412), elongation of 500% (as per ASTM D 412), puncture resistance of 1000N (as per ASTM E 154), peel adhesion to concrete 1200N/m (as per ASTM D 903), hydrostatic head resistance 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 selvedge’s 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 selfadhesive polymer layer, etc, including surface preparation completely as per specification & with a 10 years warranty on product & work from certified manufacturers as per the direction of the Engineer In charge. | Sqm | 635.25 | 635.25 | 860.81 | False | None | None | False | None | False | 546829.5525 | 0 | | 3760464 | 141364 | None | code07 | 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. NOTE: Upto 110mm dia Coil shall be used. For :HDPE PE 80 PN 6.0 160dia | Mtr | 1006.95 | 1006.95 | 385.0 | False | None | None | False | None | False | 387675.75 | 0 | | 3760465 | 141364 | None | code08 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 PWD Common SR 2023-24 Volume 3 (P No: 25 G-2 I.No:4.13(ii) Rate 2749.00+5%=2886.45 | Cum | 2886.45 | 2886.45 | 63.66 | False | None | None | False | None | False | 183751.407 | 0 | | 3760466 | 141364 | None | code09 | 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. | Sqm | 117.6 | 117.6 | 860.81 | False | None | None | False | None | False | 101231.256 | 0 |
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