1718453244000 | 0 | None | None | Other Works | Construction of RCC Drain at Raghavendra colony 1st stage ward no 20 in Ballari city | 591938.34 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3296810 | 114694 | None | code01 | Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works.Vol 3 SR 2023 24, I.no.2.17. A Upto 600 mm dia. | m | 1004.85 | 1004.85 | 7.0 | False | None | None | False | None | False | 7033.95 | 0 | 3296811 | 114694 | 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 1.5m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work. Vol 1 SR 2023 24, I.no.1.14.1. In all kinds of soils Depth upto 3 m. | Cum | 107.1 | 107.1 | 80.1 | False | None | None | False | None | False | 8578.71 | 0 | 3296812 | 114694 | None | code03 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Vol-1 SR 2023 24, I.no.1.17.1. In all kinds of soils Depth upto 1.5 m. | Cum | 275.1 | 275.1 | 3.75 | False | None | None | False | None | False | 1031.625 | 0 | 3296813 | 114694 | None | code04 | Providing lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651 1992, with 5th revision in all respects jointing with EPDM rubber rings seals according to EN 681 & ASPM 425 The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C 425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. Contractor will make his own arrangements for procuring water for testing with Rubber ring gasket joints Vol 5 SR 2023 24, I.no.16.2.2. | m | 655.2 | 655.2 | 5.0 | False | None | None | False | None | False | 3276.0 | 0 | 3296814 | 114694 | None | code05 | Ductile Iron Pipe Class K 7 200mm dia. Vol 5 SR 2023 24, Sl.No.92, P.No. A 27. As casing for ugd pipe. | m | 2576.0 | 2576.0 | 2.0 | False | None | None | False | None | False | 5152.0 | 0 | 3296815 | 114694 | None | code06 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite or trap or 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. Vol 1 SR 2023 24, It.No.2.1.2, P.No 13, Mix 1 4 8 Using 40 mm nominal size graded crushed coarse aggregates. | Cum | 5947.2 | 5947.2 | 13.35 | False | None | None | False | None | False | 79395.12 | 0 | 3296816 | 114694 | None | code07 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 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, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of 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. Vol 1 SR 2023 24, P.No 16, It.No. 2.4.2, M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. | Cum | 6639.15 | 6639.15 | 37.385 | False | None | None | False | None | False | 248204.62275 | 0 | 3296817 | 114694 | None | code08 | Form Work cost 35percentage of finished concrete rate As in Vol 1 SR 2023 24, P.No.111, Addendum 1 | Cum | 2323.7 | 2323.7 | 36.615 | False | None | None | False | None | False | 85082.2755 | 0 | 3296818 | 114694 | None | code09 | Supplying, fitting and placing TMT FE 550 or 550D Steel Reinforcement including 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. Vol 1 SR 2023 24, P.No 18, It.No. 2.11 h All other type of structures. | t | 82961.55 | 82961.55 | 1.8585 | False | None | None | False | None | False | 154184.040675 | 0 |
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