1727345807000 | 0 | None | None | Water supply/sewage lines | providing and laying 230mm GSW line in place of 200/150mm GSW line and Reconstruction of machineholes at Gowdru beedhi Thindlu coming under Vidyaranyapura S/stn of AEEN-2-2 sub division. | 625268.71 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4083735 | 158952 | None | 001 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge | Cum | 1663.0 | 1663.0 | 22.8 | False | None | None | False | None | False | 37916.4 | 0 | 4083736 | 158952 | None | 002 | Earth work excavation for pipeline trenches in all kinds of soils by mechanicalmeans as per drawing and technical specifications, including setting out,construction of shoring, strutting, barricading, caution lights, bracing, usingsight rails & bonding rods at every 100 mm wherever necessary as directed,removal of stumps and other deleterious matter, dressing of sides and levellingthe bottom of trench to the extent required , utilising the available excavatedearth locally for the work etc., and all other appurtenances complete in thefollowing strata. All kinds of soils. Depth upto 1.50 m | Cum | 262.0 | 262.0 | 310.91 | False | None | None | False | None | False | 81458.42 | 0 | 4083737 | 158952 | None | 003 | Providing lowering laying, jointing, testing andcommissioning offollowing diameters glazed stone ware pipes, conforming to IS 651:1992,(with 5th revision) in all respects jointing with EPDM rubber rings (sealsaccording to EN 681 & ASPM 425) The rubber seals joints pipe willhave groves in interior of socket and exterior of the spigot. The rubbergasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe towork site and rolling and lowering into trenches, laying true to line,level and perfect linking at joints testing and commissoning includingloading and unloading at both destinations and cuts of pipes wherevernecessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaningthe socket and spigot with soap solution and applying talcum powderfor detecting crack, then applying glue and before inserting of rubbergaskets, jacking and fixing in perfect condition including the cost of soapsolution, talcum powder and glue etc. and giving necessary hydraulic testto the required pressure of water head with all lead and lifts includingcosting of jointing materials and all necessary survey works for laying ofsewers etc., and disposal of debris as directed etc., complete. (Contractorwill make his own arrangements for procuring water for testing) withRubber ring gasket joints | Rmtr | 936.0 | 936.0 | 123.9 | False | None | None | False | None | False | 115970.4 | 0 | 4083738 | 158952 | None | 004 | Dismantling the damaged or collapsed Machinehole ,conical in shape,and reconstructing the same for the same dimensions, with machinemade wire cut brick in CM 1:4 with ordinary portland cement etc. asper design and specifications. The existing ring, cover and CC beedingto be used. For 1.2M dia: 1.00 mtr | Nos | 15574.0 | 15574.0 | 7.0 | False | None | None | False | None | False | 109018.0 | 0 | 4083739 | 158952 | None | 005 | Refilling available earth around trenches/pipelines, cables in layersnot exceeding 20 cms in depth, compacting each deposited layer byramming 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 | 305.76 | False | None | None | False | None | False | 48921.6 | 0 | 4083740 | 158952 | None | 006 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latestamendments and conveying to worksite, rolling and lowering intotrenches, laying true to line and level and perfect linking at joints, testingand commissioning, including loading unloading at both destinationsand cuts of pipes wherever necessary including jointing of PVC pipesand specials (excluding cost of specials) with jointing of approvedtype, with all labour with all lead & lift including encasing the pipe
alround to a depth of not less than 15 cms. with soft gravel or selectedearth available from the excavation etc. complete and giving necessaryhydraulic test to the required pressure as per ISS (Contractor will makehis own arrangements for procuring water for testing) etc. complete For: PVC pipes 110mm dia., 6 kg/sqcm & class 3 | Rmtr | 411.0 | 411.0 | 60.0 | False | None | None | False | None | False | 24660.0 | 0 | 4083741 | 158952 | None | 007 | Supply and delivery at site special moulded variety PVC elbows as perIS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark withits latest amendments 110 mm dia PVC Elbows | Nos | 302.0 | 302.0 | 40.0 | False | None | None | False | None | False | 12080.0 | 0 | 4083742 | 158952 | None | 008 | Supply and delivery at site special moulded variety PVC reducer as perIS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark withits latest amendments 110 mm dia PVC REDUCER | Nos | 261.0 | 261.0 | 40.0 | False | None | None | False | None | False | 10440.0 | 0 | 4083743 | 158952 | None | 009 | Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification includingpremixing the Material with water at OMC in mechanical mixplant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course onwell prepared surface and compacting with vibratory roller toachieve the desired density. | Cum | 2559.0 | 2559.0 | 22.8 | False | None | None | False | None | False | 58345.2 | 0 | 4083744 | 158952 | None | 010 | Removal of Unserviceable Soil with Disposal upto a suitable
distance as directed by the Engineer incharge of work | Cum | 85.0 | 85.0 | 5.15 | False | None | None | False | None | False | 437.75 | 0 | 4083745 | 158952 | None | 011 | SFRC MH Circ. 560 Frame+Cover HD | Nos | 1400.0 | 1400.0 | 2.0 | False | None | None | False | None | False | 2800.0 | 0 | 4083746 | 158952 | None | 012 | Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed, laid inlayers not exceeding 150 mm thickness, well compacted using plate vibrators,including all lead & lifts, cost of all materials of quality, labour, Usage charges ofmachinery, curing, and all the other appurtenances required to complete thework as per technical specifications.Mix 1:3:6 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6217.0 | 6217.0 | 19.82 | False | None | None | False | None | False | 123220.94 | 0 |
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