1727443873000 | 0 | None | None | Water supply/sewage lines | Providing, laying 230mm dia SW pipe line inplace of damaged 200mm dia line at Opp Lorman KIIC Equipment Pvt Ltd Towards Doddabidarkallu Lake & Reconstruction of Damaged Machineholes coming under HMT service station area of AEENW-2 Sub division | 117228.82 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4097943 | 159638 | None | code01 | Dismantling of flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately by mechanical means bituminous cutting asphalt road | Cum | 322.0 | 322.0 | 4.77 | False | None | None | False | None | False | 1535.94 | 0 | 4097944 | 159638 | None | code02 | 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. Depth up to 1.5m | Cum | 262.0 | 262.0 | 31.01 | False | None | None | False | None | False | 8124.62 | 0 | 4097945 | 159638 | None | code03 | Depth exceeding 1.5m but not exceeding 3m | Cum | 331.0 | 331.0 | 35.78 | False | None | None | False | None | False | 11843.18 | 0 | 4097946 | 159638 | 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 commissioning 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 230mm dia SW line | m | 936.0 | 936.0 | 30.8 | False | None | None | False | None | False | 28828.8 | 0 | 4097947 | 159638 | None | code05 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. | Cum | 160.0 | 160.0 | 64.43 | False | None | None | False | None | False | 10308.8 | 0 | 4097948 | 159638 | None | code06 | 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 paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete as per specifications | Cum | 2559.0 | 2559.0 | 1.23 | False | None | None | False | None | False | 3147.57 | 0 | 4097949 | 159638 | None | code07 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/m2 using mechanical means. | Sqm | 41.0 | 41.0 | 24.64 | False | None | None | False | None | False | 1010.24 | 0 | 4097950 | 159638 | None | code08 | Providing and laying Bituminous Macadam with 120 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | Cum | 7758.0 | 7758.0 | 1.23 | False | None | None | False | None | False | 9542.34 | 0 | 4097951 | 159638 | None | code09 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom tack coat on granular surface treated with primer | Sqm | 12.0 | 12.0 | 24.64 | False | None | None | False | None | False | 295.68 | 0 | 4097952 | 159638 | None | code10 | Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. | Cum | 9140.0 | 9140.0 | 1.23 | False | None | None | False | None | False | 11242.2 | 0 | 4097953 | 159638 | None | code11 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 85.0 | 85.0 | 2.37 | False | None | None | False | None | False | 201.45 | 0 | 4097954 | 159638 | None | code12 | Dismantling the damaged or collapsed Machinehole ,conical in shape, and reconstructing the same for the same dimensions, with machine made wire cut brick in CM 1:4 with ordinary portland cement etc. as per design and specifications. The existing ring, cover and CC beeding to be used. For 1.2 m dia manholes 1.0 m depth | Nos | 15574.0 | 15574.0 | 2.0 | False | None | None | False | None | False | 31148.0 | 0 |
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