1724478801000 | 0 | None | None | Other Works | Construction of Processing Shed at SWM Site in Yadrami Town | 5406787.56 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3851131 | 147108 | None | 00001 | Item Description : Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work SR vol 1 it no 1.16 pg no 9
| Cum | 581.7 | 581.7 | 88.0 | False | None | None | False | None | False | 51189.6 | 0 | 3851132 | 147108 | None | 0002 | Item Description : Providing and laying in position plain cement concrete for levellingcourse for all works in foundation. The granite/trap/basalt crushedgraded 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 (M-10) Using 40 mm nominal size graded crushed coarse aggregates PG NO. 15 item no. 2.1.3 volome (01) (4th quarter issue rates)
| Cum | 5831.7 | 5831.7 | 8.0 | False | None | None | False | None | False | 46653.6 | 0 | 3851133 | 147108 | None | 0003 | Item Description :Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machinemixed with super plasticizers laid in finished layers, well compactedusing needle vibrators, including all lead & lifts, cost of all materials,quality confirming to the requirements of relevant IS codes , labour,Usage charges of machinery, curing and all the otherappurtenances required to complete the work as per technical specifications. (The costof steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates PG NO. 16 item no. 2.4.2 volome (01) (4th quarter issue rates)
| Cum | 6266.0 | 6266.0 | 35.19 | False | None | None | False | None | False | 220500.54 | 0 | 3851134 | 147108 | None | 0004 | Item Description :Supplying, Fitting and Placing TMT Fe 500 & above inforcement in Foundation / Substructure /Superstructure complete as per Drawing and Technical Specifications.( Specification No. KBS 4.6.3 PWD SR 2021-22 PG NO. 71 item no. 9.3 volome (03) (4th quarter issue rates)
| Tonne | 76650.0 | 76650.0 | 3.25 | False | None | None | False | None | False | 249112.5 | 0 | 3851135 | 147108 | None | 00007 | Item Description :Providing and removing centering, shuttering, strutting, propping etc., and removal of form work 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 VOL.2 P.NO A.7 I.NO.22.2 Foundation, Sub structure of Cross drainages 5
| Sqm | 313.23 | 313.23 | 132.0 | False | None | None | False | None | False | 41346.36 | 0 | 3851136 | 147108 | None | 00007 | 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 -II Material VOl-2 it no 4.2 pg no 23
| Cum | 2553.6 | 2553.6 | 86.4 | False | None | None | False | None | False | 220631.04 | 0 | 3851137 | 147108 | None | 00007 | 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. Using Screening Crushable type such as Moorum or Gravel VOL-3 it no 4.14 pg no 26
| Cum | 2272.2 | 2272.2 | 86.4 | False | None | None | False | None | False | 196318.08 | 0 | 3851138 | 147108 | None | 0008 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. VOL-3 it no 6.1 pg no 49
| Cum | 5166.0 | 5166.0 | 82.4 | False | None | None | False | None | False | 425678.4 | 0 | 3851139 | 147108 | None | 00009 | 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 asper drawing), spreading the concrete with shovels, rakes,compacted using needle, screed and plate vibrators andfinished 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 thedirections of the Engineer-in-charge of the work. Pg. No. 138 Item No.20.29 volome (III) (4th quarter issue rates)
| Cum | 6837.6 | 6837.6 | 86.4 | False | None | None | False | None | False | 590768.64 | 0 | 3851140 | 147108 | None | 00001 | Vaccum de-watering with vaccum pump and suction mat and compaction with skin floater clubbed with floating disc including cost of generator, HOM of machinery, Screed Vibratory, Power Floater, blade and disc etc., with all lead and lift.(P-177/I-22.7)
| Cum | 90.0 | 90.0 | 864.0 | False | None | None | False | None | False | 77760.0 | 0 | 3851141 | 147108 | None | 00010 | Providing and fixing pre engineered building for the composting recycling and waste segregation area including the necessary structural member(truss consisting of ISA ISLC,insert plate,cleat angle,other necessary structural member,side closer upto 1m aboveGL with door/window openings including skylight and turbo ventilator )including shop painting and two coats of anti-corrosive paint.Provide galvanised sheet for the roofing and walls including gutters and downtake pipes.The cost includes all Supply, Fabrication, Erection and Sheet Fixing of approximately Steel Components for Building as per Specification-Inclusiv freight Charges-Sq. Mtr@Rs.3800
| Sqm | 3800.0 | 3800.0 | 864.0 | False | None | None | False | None | False | 3283200.0 | 0 | 3851142 | 147108 | None | 000011 | Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 t smooth wheeled roller, complete as per clause 310 VOL-3 it no 3.11 pg no 18
| Cum | 4.2 | 4.2 | 864.0 | False | None | None | False | None | False | 3628.8 | 0 |
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