| 1720681435000 | 0 | None | None | Water supply/sewage lines | Construction Of UGD Line And New Machinehole Chembers near Vinayaka layout Holywing Apartment Road And Green House Layout In 4Th Cross In TP Dodda Thoguru Panchayathi LIMIT. | 1266840.8 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3506728 | 125489 | None | PWD1 | Cutting Asphalt Concrete road surface using machine cutter for leakage pit with earth work excavation in all classifications of soil including all lead and lifts bailing out water with pumps including barricading, danger lighting etc as per requirement and disposing of the excavated stuff as directed. After attending the leak, refilling the trench for 30 cm depth quary dust above land around pipelines and balance with available earth in layers not exceeding 20 cms in depth, compacting Each deposited layer by ramming including watering and consolidation by mechanical means approved by Engineer Incharge.(Work to be carried out as per leak repair manual and the rate includeshire charges of dewatering Pump, tractor, Jeep with all kinds of Labour in a Complete | Cum | 1191.7 | 1191.7 | 16.87 | False | None | None | False | None | False | 20103.979 | 0 | | 3506729 | 125489 | None | PWD2 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, including dressing of excavat ed surfaces, disposing off or leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m in cluding cost of labour, tools, usage& other appurtenances required to complete the work | Mtr | 498.52 | 498.52 | 340.0 | False | None | None | False | None | False | 169496.8 | 0 | | 3506730 | 125489 | None | PWD3 | 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 | Cum | 105.06 | 105.06 | 122.74 | False | None | None | False | None | False | 12895.0644 | 0 | | 3506731 | 125489 | None | PWD4 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work | Cum | 87.55 | 87.55 | 262.02 | False | None | None | False | None | False | 22939.851 | 0 | | 3506732 | 125489 | None | PWD5 | Supplying 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 manufacture 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 | Mtr | 908.46 | 908.46 | 340.0 | False | None | None | False | None | False | 308876.4 | 0 | | 3506733 | 125489 | None | PWD6 | Supplying, lowering, laying, fixing, testing and commissioning of SW JUNCTION PIPES, conforming to IS: 651 1992 with latest amendments, of sizes, including conveying to work site and caulking with hemp dipped in tar cement and jointing with CM 1:1.5 with sulphate resistant cement conforming to IS -12330 with latest revisions and amendments, perfect linking, curing and testing with water, with all lead and lifts, including cost of jointing materials etc. complete | Each | 399.64 | 399.64 | 40.0 | False | None | None | False | None | False | 15985.6 | 0 | | 3506734 | 125489 | None | PWD7 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below. With Laterite Bricks & Medium Duty cover and frame.For 16.42.2 Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.5 M depth & Medium duty SFRC cover & frameI | Nos | 39532.43 | 39532.43 | 17.0 | False | None | None | False | None | False | 672051.31 | 0 | | 3506735 | 125489 | None | PWD8 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paverlgrader in sub-base / base course on well prepared surface and compacting with ibratory roller to achieve the desired density | Cum | 2635.77 | 2635.77 | 16.88 | False | None | None | False | None | False | 44491.7976 | 0 |
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