| 1722837657000 | 0 | None | None | Other Works | To Provide Basic Facilities for Kalanahundi under CMC limit Nayaka Comunity Burrial Ground.(Construction of Shed & Dilapidated compound) | 236797.75 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3689369 | 135459 | None | 1.16.2 | 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. (I.No-1.16.2, page no-9, Vol-1) | Cum | 641.69 | 641.69 | 20.22 | False | None | None | False | None | False | 12974.9718 | 0 | | 3689370 | 135459 | None | 2.1.3 | 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. (I.No-2.1.3, page no-15, Vol-1) | Cum | 6168.67 | 6168.67 | 5.64 | False | None | None | False | None | False | 34791.2988 | 0 | | 3689371 | 135459 | None | 5.4 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (I.No-5.4, page no-9, Vol-2) | Cum | 6580.67 | 6580.67 | 8.06 | False | None | None | False | None | False | 53040.2002 | 0 | | 3689372 | 135459 | None | 2.5.1 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. 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. The cost includes all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement, dowel bars & formwork to be paid separately). M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. (I.No-2.5.1, page no-17, Vol-2) | Cum | 8816.82 | 8816.82 | 3.29 | False | None | None | False | None | False | 29007.3378 | 0 | | 3689373 | 135459 | None | 6.32 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications.(Common SR-2023-24, Vol-2, Page no-17, I.No-6.32) | Sqm | 1349.3 | 1349.3 | 20.52 | False | None | None | False | None | False | 27687.636 | 0 | | 3689374 | 135459 | None | 11.2 | Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (Common SR-2023-24, Vol-2, Page no-75, I.No-11.2) | Kg | 97.85 | 97.85 | 106.47 | False | None | None | False | None | False | 10418.0895 | 0 | | 3689375 | 135459 | None | 11.2 | Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (Common SR-2023-24, Vol-2, Page no-75, I.No-11.2) | Kgs | 97.85 | 97.85 | 117.38 | False | None | None | False | None | False | 11485.633 | 0 | | 3689376 | 135459 | None | 7.38 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (Common SR-2023-24, Vol-2, Page no-26, I.No-7.38) | Sqm | 585.04 | 585.04 | 33.66 | False | None | None | False | None | False | 19692.4464 | 0 | | 3689377 | 135459 | None | 1.9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (I.No-1.9, page no-7, Vol-1) | Cum | 210.12 | 210.12 | 11.02 | False | None | None | False | None | False | 2315.5224 | 0 | | 3689378 | 135459 | None | 9.1 | Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete (I.No-9.1, page no-59, Vol-2) | Sqm | 464.53 | 464.53 | 18.36 | False | None | None | False | None | False | 8528.7708 | 0 | | 3689379 | 135459 | None | 9.3 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (Common SR-2023-24, Vol-3, Page no-71, I.No-9.3) | MT | 81381.33 | 81381.33 | 0.33 | False | None | None | False | None | False | 26855.8389 | 0 |
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