| 1722149049000 | 0 | None | None | Other Works | Construction of drain from Bhajantri Onis Pattedas house to Pakru Chandkhans house, near Isaka Jamadars house, Laying of Pipeline at Onti Oni, Construction of Ramp at Schools in Yaragatti Town. | 1056239.44 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3636087 | 132275 | 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 | 105.06 | 105.06 | 223.04 | False | None | None | False | None | False | 23432.5824 | 0 | | 3636088 | 132275 | None | code02 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work PWD SR Vol 3 P No 17, I No 3.1 | Cum | 87.55 | 87.55 | 223.04 | False | None | None | False | None | False | 19527.152 | 0 | | 3636089 | 132275 | None | code03 | 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 40 mm nominal size graded crushed coarse aggregates. PWD SR Vol 1 P No 15 I No 2.1.3 | Cum | 6168.67 | 6168.67 | 27.88 | False | None | None | False | None | False | 171982.5196 | 0 | | 3636090 | 132275 | None | code04 | 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PWD SR Vol 1 P No 16 I No 2.3.1 | Cum | 6512.69 | 6512.69 | 50.84 | False | None | None | False | None | False | 331105.1596 | 0 | | 3636091 | 132275 | None | code05 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate as per table below For Drain form works Consider 35% PWD SR Vol 2 P No A-7 I NO 22-2 | Cum | 2279.44 | 2279.44 | 50.84 | False | None | None | False | None | False | 115886.7296 | 0 | | 3636092 | 132275 | None | code06 | 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. All other type of structures. PWD SR Vol 1 P No 18, I No 2.11 h | Kgs | 81.38 | 81.38 | 3050.4 | False | None | None | False | None | False | 248241.552 | 0 | | 3636093 | 132275 | None | code07 | 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. In ordinary/soft rock without blasting upto 1.5 m depth (PWD Comman SR 2023-24, Vol 1, Item no. 1.5.1, Page No.6) | Cum | 307.97 | 307.97 | 2.03 | False | None | None | False | None | False | 625.1791 | 0 | | 3636094 | 132275 | None | code08 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (PWD SR Vol-01, 2023-24, Item no. 2.1.2, Page No.15) | Cum | 5833.92 | 5833.92 | 0.27 | False | None | None | False | None | False | 1575.1584 | 0 | | 3636095 | 132275 | None | code09 | Providing Coursed rubble masonry (first sort) with hard stone in foundation and plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR Vol-02, 2023-24, Item no.5.2, Page No.9) | Cum | 6816.54 | 6816.54 | 1.216 | False | None | None | False | None | False | 8288.91264 | 0 | | 3636096 | 132275 | None | code10 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (PWD SR Vol-02, 2023-24, Item no.5.4, Page No.9) | Cum | 6580.67 | 6580.67 | 1.216 | False | None | None | False | None | False | 8002.09472 | 0 | | 3636097 | 132275 | None | code11 | Providing 12 mm cement plaster finished with a floating coat of neat cement of mix :1:3 (1 cement: 3 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (PWD SR Vol-02, 2023-24, Item no. 8.4.1, Page No.41) | Sqm | 332.69 | 332.69 | 14.4 | False | None | None | False | None | False | 4790.736 | 0 | | 3636098 | 132275 | None | code12 | Providing and laying 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per direction of Engineer incharge. (PWD SR Vol-02, 2023-24, Item no. 9.2, Page No.59) | Sqm | 824.0 | 824.0 | 3.6 | False | None | None | False | None | False | 2966.4 | 0 | | 3636099 | 132275 | None | code13 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (PWD SR Vol-02, 2023-24, Item no. 11.28, Page No.85) | Kgs | 581.95 | 581.95 | 45.0 | False | None | None | False | None | False | 26187.75 | 0 | | 3636100 | 132275 | None | code14 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. In all kinds of soils. Depth upto 1.50m (PWD SR 2023-24 Vol-1, Page No.6, Item No.1.6.1) | Cum | 498.52 | 498.52 | 67.5 | False | None | None | False | None | False | 33650.1 | 0 | | 3636101 | 132275 | None | code15 | Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. complete with all lead and lift with: Murrum. (PWD SR 2021-22 Vol-5, Page No.63, Item No.2.2 A107B) | Cum | 375.95 | 375.95 | 22.5 | False | None | None | False | None | False | 8458.875 | 0 | | 3636102 | 132275 | None | code16 | 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 Grade PE100-PN8.0, 75mm dia (PWD SR 2023-24 Vol-5, Page No.102, Item No.9.11.2) | m | 252.35 | 252.35 | 125.0 | False | None | None | False | None | False | 31543.75 | 0 | | 3636103 | 132275 | None | code17 | 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. (PWD SR 2023-24 Vol-1, Page No.7, Item No.1.10) | Cum | 164.8 | 164.8 | 56.25 | False | None | None | False | None | False | 9270.0 | 0 | | 3636104 | 132275 | None | code18 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN 16.0 (PWD SR 2023-24 Vol-5, Page No.22, Item No.2.23.2) For For sluice Valve of PN -10.0 and 80mm | Nos | 10704.79 | 10704.79 | 1.0 | False | None | None | False | None | False | 10704.79 | 0 |
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