1701847754000 | 0 | None | None | Water supply/sewage lines | Providing laying 300mm dia RCC NP3 class pipeline inplace of 200mm dia line with construction of new manholes at KTG college main road, Srigandanagara, Hegganahalli coming under Peenya service station area of AEENW-2 Sub Division | 1361311.01 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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1646261 | 47726 | None | code01 | Cutting road surfaces for pipeline trenches and disposing of the excavated stuff as directed including barricading, danger lighting etc. in the classifications Cutting asphalt Road surface by Machine cutting to demarcate the trench width of the surface | Cum | 891.0 | 891.0 | 60.37 | False | None | None | False | None | False | 53789.67 | 0 | 1646262 | 47726 | None | code02 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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. 0 - 1.50 mtr depth | Cum | 194.0 | 194.0 | 278.96 | False | None | None | False | None | False | 54118.24 | 0 | 1646263 | 47726 | None | code03 | Supplying S&S RCC SPUN / VIBRATED CAST PIPES REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials,perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. 300mm dia RCC NP3 class | Mtr | 1115.0 | 1115.0 | 313.6 | False | None | None | False | None | False | 349664.0 | 0 | 1646264 | 47726 | None | code04 | 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 | 122.0 | 122.0 | 239.55 | False | None | None | False | None | False | 29225.1 | 0 | 1646265 | 47726 | None | code05 | 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. | Cum | 2394.0 | 2394.0 | 37.63 | False | None | None | False | None | False | 90086.22 | 0 | 1646266 | 47726 | None | code06 | 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 0.90 kg per m2 using mechanical means. | Sqm | 42.0 | 42.0 | 250.88 | False | None | None | False | None | False | 10536.96 | 0 | 1646267 | 47726 | None | code07 | Providing and laying Bituminous Macadam with 40/60 tph capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-40 @ 3.3% 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 5.8 504 (ii) Bituminous Macadam Grading - II for traffic | Cum | 7170.0 | 7170.0 | 20.07 | False | None | None | False | None | False | 143901.9 | 0 | 1646268 | 47726 | None | code08 | 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 | Sqm | 12.0 | 12.0 | 250.88 | False | None | None | False | None | False | 3010.56 | 0 | 1646269 | 47726 | None | code09 | Providing and laying Semi Dense Bituminous Concrete with 40/60 TPH capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 5% by weight of mix and filler, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and
rolled as per MoRTH V revision. | Cum | 9746.0 | 9746.0 | 12.54 | False | None | None | False | None | False | 122214.84 | 0 | 1646270 | 47726 | None | code10 | Disposal off the excess excavated earth of all types by vehicle including loading, unloading with all lead and lifts, labour, HOM of machineries etc. for: 4 to 5 KM | Cum | 132.0 | 132.0 | 39.41 | False | None | None | False | None | False | 5202.12 | 0 | 1646271 | 47726 | None | code11 | Providing and constructing “WIRE CUT BRICK MACHINEHOLE CHAMBERS” using Portland/Pozzolana cement, 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. Construct Brick masonry in CM 1:4, 340 mm thick, with wirecut bricks of approved quality, plaster inside and out side with CM 1:3, 12mm thick, except for the conical surface outside where the plaster thickness shall be 20mm. Slope inside to be 1:6 in the concrete towards central drain and finished smooth. Fixing of pipes in CC 1:2:4 with graded metal of 20mm and down size. Supplying and fixing SFRC Machinehole frame and cover (Heavy Duty) conforming to IS:12592 with latest amendment, in CC 1:2:4. Supplying and fixing footsteps made of 12mm dia. steel bars (Fe-500) with 3mm thick plastic encapsulation (IS-10910). The footsteps shall be fixed 30cms apart and on CC block embeded to masonry wall. The whole works include watering, curing, barricading, danger lighting, pouring tar over MH frame and cover, cost of tar, shoring, strutting, ewatering, engraving Machinehole number with flow direction on the inner conical surface etc. as per the drawing etc. as per technical specifications and for the following diameters and depth etc. for 1.2mm dia Circ. BM.H: 1.2 m dia SFRC cover frame on NMH 1 - NMH12 | Each | 27926.0 | 27926.0 | 12.0 | False | None | None | False | None | False | 335112.0 | 0 | 1646272 | 47726 | None | code12 | 1.0 to 2.0 mtr depth 0.1 mtr interms | Each | 3048.5 | 3048.5 | 48.0 | False | None | None | False | None | False | 146328.0 | 0 | 1646273 | 47726 | None | code13 | 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 1.2M dia: 1.2m depth | Each | 18121.4 | 18121.4 | 1.0 | False | None | None | False | None | False | 18121.4 | 0 |
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