1716962913000 | 0 | None | None | Water supply/sewage lines | Providing and laying 300 mm dia RCC line in place of 200 mm dia GSW line and reconstruction of Machineholes at Raghavendra Mata road to Subbanna Layout Junction coming under Singapura S/stn of AEEN-2-2 Sub division. | 1032605.28 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3197787 | 109928 | None | 001 | Dismantling of cement concrete pavement by mechanical meansusing pneumatic tools, breaking to pieces not exceeding 0.02 m3in volume and stock piling at designated locations and disposal ofdismantled materials and stacking serviceable and unserviceablematerials separately | Cum | 563.0 | 563.0 | 38.96 | False | None | None | False | None | False | 21934.48 | 0 | 3197788 | 109928 | 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 the following strata. All kinds of soils. Depth upto 1.50 m | Cum | 262.0 | 262.0 | 253.27 | False | None | None | False | None | False | 66356.74 | 0 | 3197789 | 109928 | None | 003 | Same as above 1.5 mtr to 3.00 mtr | Cum | 331.0 | 331.0 | 60.94 | False | None | None | False | None | False | 20171.14 | 0 | 3197790 | 109928 | None | 004 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED)pipes NP-3 Class conforming to IS:458-1988 with latest amentmentsusing ordinary portland cement, for sanitary works and conveyingto work site, rolling and lowering into trenches, laying true to lineand level including loading and unloading at both destinations andjointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber ringsconforming to IS: 5382 for S&S RCC pipes, with all leads and lifts asdirected and giving necessary hydraulic test as per ISS to the requiredpressure and commissioning etc. complete. (Contractor will make hisown arrangements for procuring water for testing). Before the executionof the work, the contractor shall carry out the survey - 300 mm dia | Rmtr | 1332.0 | 1332.0 | 192.7 | False | None | None | False | None | False | 256676.4 | 0 | 3197791 | 109928 | None | 005 | 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 depth | Nos | 15574.0 | 15574.0 | 5.0 | False | None | None | False | None | False | 77870.0 | 0 | 3197792 | 109928 | None | 006 | Same as above above 1.00 mtr to below 2.00 mtr | Nos | 1672.2 | 1672.2 | 36.0 | False | None | None | False | None | False | 60199.2 | 0 | 3197793 | 109928 | None | 007 | Same as above 2.00 mtr depth | Nos | 32296.0 | 32296.0 | 2.0 | False | None | None | False | None | False | 64592.0 | 0 | 3197794 | 109928 | None | 008 | Same as above above 2.00 mtr to below 3.00 mtr | Nos | 1132.0 | 1132.0 | 10.0 | False | None | None | False | None | False | 11320.0 | 0 | 3197795 | 109928 | None | 009 | 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 | 185.725 | False | None | None | False | None | False | 29716.0 | 0 | 3197796 | 109928 | None | 010 | Spreading of Stone Dust : Supplying and providing stone dust in the station yard or wherever required including watering, ramming, consolidating and dressing. The rate includes the cost of material, labour charges, required tools
and plants etc., complete. Work shall be carried out as per the instructions of Engineer-in-charge of works as per the standard procedure. | Cum | 1673.0 | 1673.0 | 38.54 | False | None | None | False | None | False | 64477.42 | 0 | 3197797 | 109928 | None | 011 | 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 | 38.96 | False | None | None | False | None | False | 99698.64 | 0 | 3197798 | 109928 | 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 the work as per technical specifications. Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5989.0 | 5989.0 | 28.905 | False | None | None | False | None | False | 173112.045 | 0 | 3197799 | 109928 | None | 013 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 85.0 | 85.0 | 128.485 | False | None | None | False | None | False | 10921.225 | 0 | 3197800 | 109928 | None | 014 | 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, inclding loading unloading at both destinationsand cuts of pipes wherever necessary including jointing of PVC pipesand specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipealround 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 80 housesX2.00 Mtr | Rmtr | 411.0 | 411.0 | 160.0 | False | None | None | False | None | False | 65760.0 | 0 | 3197801 | 109928 | None | 015 | SFRC MH Circ. 560 Frame+Cover HD | Nos | 1400.0 | 1400.0 | 7.0 | False | None | None | False | None | False | 9800.0 | 0 |
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