1709705159000 | 0 | None | None | Other Works | Construction of Yoga Shed in Grama Panchayat Premises at Yampad Village in Gurmitkal Taluka & Yadgir Dist | 315061.82 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2932522 | 96749 | None | code 01 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work. | Cum | 95.55 | 95.55 | 24.0 | False | None | None | False | None | False | 2293.2 | 0 | 2932523 | 96749 | None | code 02 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter,excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 14.51 | False | None | None | False | None | False | 3686.991 | 0 | 2932524 | 96749 | None | code 03 | 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 1:4:8(M5) Using 40 mm nominal size graded crushed | Cum | 5947.2 | 5947.2 | 1.99 | False | None | None | False | None | False | 11834.928 | 0 | 2932525 | 96749 | None | code 04 | 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: Cement mortar 1:6 (1 cement: 6 coarse sand) | Cum | 5891.55 | 5891.55 | 9.87 | False | None | None | False | None | False | 58149.5985 | 0 | 2932526 | 96749 | None | code 05 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement: 6 coarse sand) | Cum | 6708.45 | 6708.45 | 10.56 | False | None | None | False | None | False | 70841.232 | 0 | 2932527 | 96749 | None | code 06 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The anite/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 20 mm nominal size graded crushed coarse aggregates For Coping | Cum | 6527.85 | 6527.85 | 0.57 | False | None | None | False | None | False | 3720.8745 | 0 | 2932528 | 96749 | None | code 07 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling, water, all materials, usage& all other appurtenaces required to complete the work. | Cum | 497.7 | 497.7 | 30.24 | False | None | None | False | None | False | 15050.448 | 0 | 2932529 | 96749 | None | code 08 | Providing Flush/ Ruled pointing: Pointing on stone work with cement mortar 1:3 (1 cement: 3 fine sand) after raking joints to depth nicely lining, including cost of materials, labour, curing as per specifications and as per directions of Engineer-in-charge | Sqm | 267.75 | 267.75 | 22.43 | False | None | None | False | None | False | 6005.6325 | 0 | 2932530 | 96749 | None | code 09 | Providing and laying in position plain cement concrete for levelling course for all works in foundation. The anite/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 1:4:8(M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 3.55 | False | None | None | False | None | False | 21112.56 | 0 | 2932531 | 96749 | None | code 10 | Flooring with 25mm thick polished shahabad slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, including cost of materials, labour, curing, polishing complete as per specifications. | Sqm | 1717.8 | 1717.8 | 33.84 | False | None | None | False | None | False | 58130.352 | 0 | 2932532 | 96749 | None | code 11 | 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 | Sqm | 596.4 | 596.4 | 41.28 | False | None | None | False | None | False | 24619.392 | 0 | 2932533 | 96749 | None | code 12 | 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. complete. 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 | 142.8 | 142.8 | 265.0 | False | None | None | False | None | False | 37842.0 | 0 | 2932534 | 96749 | None | code 13 | Finishing walls with water proofing cement paint of required shade :New work (Two goats applied @4.84 kg/10 m²) to give an even shade after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | Sqm | 93.45 | 93.45 | 18.99 | False | None | None | False | None | False | 1774.6155 | 0 |
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