| 1706343292000 | 0 | None | None | Buildings | Construction of Toilet Near Basaveshwara Samudaya Bhavana at Taraganahalli in Honnali taluk | 677641.26 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2316005 | 68327 | None | 1.15.1 V-I | Earth work excavation for Foundation by mechanical means for allworks& depth upto 3 m, as per drawing and technicalspecifications,including setting out,shoring, strutting, barricading, caution lights,including dressing of excavated surfaces, disposing off or levelling theexcavated earth or sorting & stacking the selected earth for reuse in aradius 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 ordinary/softrock without blasting upto1.5m depth With all lead and lifts as per the direction of engineer incharge | Cum | 381.15 | 381.15 | 42.0 | False | None | None | False | None | False | 16008.3 | 0 | | 2316006 | 68327 | None | 1.23 V-I | Providing Filling in foundation with granite/ trap broken metal 100mm and down size with approved sand including hand packing, ramming, watering including cost of all materials and labour with lead up to 50m and lift of 1.5m complete as per specifications.With all lead and lifts as per the direction of engineer incharge | Cum | 2816.1 | 2816.1 | 11.78 | False | None | None | False | None | False | 33173.658 | 0 | | 2316007 | 68327 | None | 2.1.2 V-I | Providing and laying in position plain cement concrete for levellingcourse for all works in foundation. Thegranite/trap/basaltcrushedgraded coarse aggregatesand fine aggregatesas per relevant IS Codes machine mixed, laid in layers not exceeding150mm 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 pertechnical specifications. (The cost of steel reinforcement & formworkshallbepaidseparately) Mix1:4:8 (M5) Using 40mm nominal size graded crushed coarse aggregates With all lead and lifts as per the direction of engineer incharge | Cum | 5947.2 | 5947.2 | 13.48 | False | None | None | False | None | False | 80168.256 | 0 | | 2316008 | 68327 | None | 2.2.1 V-I | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates With all lead and lifts as per the direction of engineer incharge | Cum | 7104.31 | 7104.31 | 4.54 | False | None | None | False | None | False | 32253.5674 | 0 | | 2316009 | 68327 | None | 2.2.1 V-I | 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. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates With all lead and lifts as per the direction of engineer incharge | Cum | 11002.25 | 11002.25 | 0.48 | False | None | None | False | None | False | 5281.08 | 0 | | 2316010 | 68327 | None | 5.4 V-II | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) With all lead and lifts as per the direction of engineer incharge | Cum | 6708.45 | 6708.45 | 8.81 | False | None | None | False | None | False | 59101.4445 | 0 | | 2316011 | 68327 | None | 2.3.1 V-I | Providing and laying in Reinforced cement concretefor all Basement & surface level works, return walls, retaining walls, sunken floors etc. Thegranite /trap/ basalt crushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine mixed with superplasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts,costof 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 & formworktobepaidseparately) M20 Design Mix Using 20mm nominal size graded crushed coarse aggregates.With all lead and lifts as per the direction of engineer incharge | Cum | 9800.65 | 9800.65 | 3.63 | False | None | None | False | None | False | 35576.3595 | 0 | | 2316012 | 68327 | None | 2.5.1 V-I | Providing and laying in position Reinforced cement concretefor all Super structures of building,Roadworks,Waterworks,Irrigationworks& super structure works of bridgesupto 3.50 m height. Thegranite/trap/basaltcrushed graded coarse aggregatesand fine aggregatesas per relevant IS Codes machine mixed with super plasticisers laid inlayers, well compacted using needlevibrators. The cost includes alllead & lifts, cost of all materials, quality confirming to the requirementsof 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 20mm nominal size graded crushed coarse aggregatesWith all lead and lifts as per the direction of engineer incharge | Cum | 11602.5 | 11602.5 | 2.14 | False | None | None | False | None | False | 24829.35 | 0 | | 2316013 | 68327 | None | 2.5.1 V-I | Providing and laying in position Reinforced cement concretefor all Super structures of building,Roadworks,Waterworks,Irrigationworks& super structure works of bridgesupto 3.50 m height. Thegranite/trap/basaltcrushed graded coarse aggregatesand fine aggregatesas per relevant IS Codes machine mixed with super plasticisers laid inlayers, well compacted using needlevibrators. The cost includes alllead & lifts, cost of all materials, quality confirming to the requirementsof 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 20mm nominal size graded crushed coarse aggregatesWith all lead and lifts as per the direction of engineer incharge | Cum | 10939.5 | 10939.5 | 6.61 | False | None | None | False | None | False | 72310.095 | 0 | | 2316014 | 68327 | None | 2.5.1 V-I | Providing and laying in position Reinforced cement concretefor all Super structures of building,Roadworks,Waterworks,Irrigationworks& super structure works of bridgesupto 3.50 m height. Thegranite/trap/basaltcrushed graded coarse aggregatesand fine aggregatesas per relevant IS Codes machine mixed with super plasticisers laid inlayers, well compacted using needlevibrators. The cost includes alllead & lifts, cost of all materials, quality confirming to the requirementsof 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 20mm nominal size graded crushed coarse aggregatesWith all lead and lifts as per the direction of engineer incharge | Cum | 10276.5 | 10276.5 | 14.71 | False | None | None | False | None | False | 151167.315 | 0 | | 2316015 | 68327 | None | 1.9 V-I | 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 andwatering,leadupto 50m andliftupto1.5m. With all lead and lifts as per the direction of engineer incharge | Cum | 279.3 | 279.3 | 69.22 | False | None | None | False | None | False | 19333.146 | 0 | | 2316016 | 68327 | None | 6.2 V-II | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. With all lead and lifts as per the direction of engineer incharge | Sqm | 8376.9 | 8376.9 | 17.72 | False | None | None | False | None | False | 148438.668 | 0 |
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