| 1723556502000 | 0 | None | None | Other Works | Construction of Culvert Ramanna shetty compound layout road in Shiribeedu ward (ST) | 169407.98 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3772568 | 142130 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir draft,approach channels, key trench, foundation of Bridges and such similar works,as per drawing and technical specifications, including setting out, shoring,strutting, barricading, caution lights, excavated surface leveled and sides neatlydressed disposing off or leveling the excavated stuff or sorting & stacking theselected stuff 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. In ordinary/soft rock without blasting upto 1.5 m depth Sl. No.1.5.1 P.No. 6/CSR 2023-2024 Vol-1 | Cum | 334.88 | 334.88 | 12.75 | False | None | None | False | None | False | 4269.72 | 0 | | 3772569 | 142130 | None | code02 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, 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 appurtenaces required to complete the work (Depth upto 3.00m)(Pg 8, Item No. 1.14.1 Vol I PWDSR 2023-24) | Cum | 114.24 | 114.24 | 12.75 | False | None | None | False | None | False | 1456.56 | 0 | | 3772570 | 142130 | None | code03 | 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. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Pg 15, Item No. 2.1.3 Vol I PWDSR 2023-24) | Cum | 6707.68 | 6707.68 | 1.7 | False | None | None | False | None | False | 11403.056 | 0 | | 3772571 | 142130 | None | code04 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding cost of all materials, machinery, labour, cleaning, straightening,cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification Sl. No.3.7, 406 P.No. 16/CSR 2021-22 VOL-3 | Tonne | 96804.96 | 96804.96 | 0.4538 | False | None | None | False | None | False | 43930.090848 | 0 | | 3772572 | 142130 | None | code05 | Providing and laying in Cement Concrete for all Basement & surface levelworks, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevantIS Codes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, including alllead & lifts, cost of all materials of quality, labour, Usage charges of machinery,curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates ( Page no 16, item no2.3.1 , UNI SR 2023-24) | Cum | 9560.38 | 9560.38 | 10.8 | False | None | None | False | None | False | 103252.104 | 0 | | 3772573 | 142130 | None | code06 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.If the height of embankment construction is more than for works under foul & sullage situation PWD SR 2023-24 Vol:1 P.NO.6.No:1.8 vol-1. | Cum | 530.88 | 530.88 | 9.6 | False | None | None | False | None | False | 5096.448 | 0 |
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