1723098503000 | 1 | None | None | Buildings | Construction of Samudaya Bhavan at Kherda (B) village in Aurad (B) Taluka. | 1324632.22 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3720632 | 137826 | None | Vol (I) 1.15.1 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm 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 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 appurtenances required to complete the work. | Cum | 381.15 | 381.15 | 58.32 | False | None | None | False | None | False | 22228.668 | 0 | 3720633 | 137826 | None | Vol (l) 2.1.2 | 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. | Cum | 5947.2 | 5947.2 | 23.96 | False | None | None | False | None | False | 142494.912 | 0 | 3720634 | 137826 | None | Vol (ll) 2.2.1 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using 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 other appurtenances required to complete the work as per technical specifications. | Cum | 6931.42 | 6931.42 | 10.37 | False | None | None | False | None | False | 71878.8254 | 0 | 3720635 | 137826 | None | Vol (ll) 2.4.2 | 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 machine mixed with super plasticizers laid in finished layers, well compacted using 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 other appurtenances required to complete the work as per technical specifications. (The costof steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm and down size graded crushed coarse aggregates | Cum | 6955.3 | 6955.3 | 2.48 | False | None | None | False | None | False | 17249.144 | 0 | 3720636 | 137826 | None | Vol (ll) 2.5.1 | 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 machine mixed with super plasticizers laid in finished layers, well compacted using 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 other appurtenances required to complete the work as per technical specifications. (The costof steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm and down size graded crushed coarse
aggregates | Cum | 7657.65 | 7657.65 | 4.97 | False | None | None | False | None | False | 38058.5205 | 0 | 3720637 | 137826 | None | Vol (ll) 2.5.1 | 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 machine mixed with super plasticizers laid in finished layers, well compacted using 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 other appurtenances required to complete the work as per technical specifications. (The costof steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm and down size graded crushed coarse
aggregates | Cum | 8353.8 | 8353.8 | 4.97 | False | None | None | False | None | False | 41518.386 | 0 | 3720638 | 137826 | None | Vol (II) 2.1.1.a | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) | Tonne | 93929.85 | 93929.85 | 1.79 | False | None | None | False | None | False | 168134.4315 | 0 | 3720639 | 137826 | None | Vol (II) 5.1.1 | 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 | Cum | 5891.55 | 5891.55 | 18.45 | False | None | None | False | None | False | 108699.0975 | 0 | 3720640 | 137826 | None | Vol (II) 5.6 | Providing and constructing laterite size stone masonry including cost and conveyance of all materials curing etc., complete as per specification for Basement in CM 1:6 | Cum | 6770.4 | 6770.4 | 17.93 | False | None | None | False | None | False | 121393.272 | 0 | 3720641 | 137826 | None | Vol (I) 1.10 | 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. | Cum | 454.65 | 454.65 | 207.9 | False | None | None | False | None | False | 94521.735 | 0 | 3720642 | 137826 | None | Vol (II) 11.16.2 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting fixing in position and applying a priming coat of approved steel primer including welding and bolted with special shaped washers etc. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Kg | 154.35 | 154.35 | 1881.37 | False | None | None | False | None | False | 290389.4595 | 0 | 3720643 | 137826 | None | Vol (II) 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 g/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 | Sqm | 596.4 | 596.4 | 331.8 | False | None | None | False | None | False | 197885.52 | 0 | 3720644 | 137826 | None | Vol (II) 7.39.1 | Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, Zinc coating 120 g/m2 as perIS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete : | Rmtr | 473.5 | 473.5 | 21.5 | False | None | None | False | None | False | 10180.25 | 0 |
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