1722844541000 | 0 | None | None | Other Works | Construction of Storm Water Drain at Chandranatha Nagar and Ashok Nagar near Navaniketan Apt in ward no. 46, Hubli | 2974717.89 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3690781 | 135557 | None | Pg.No. 187 Item.No.19.3 Volume 2 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge. | Cum | 2547.3 | 2547.3 | 9.86 | False | None | None | False | None | False | 25116.378 | 0 | 3690782 | 135557 | None | Pg.No. 188 Item.No.19.18 Volume 2 | Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking to the appropriate disposal area as per direction of Engineer-in-charge. | Kgs | 4.2 | 4.2 | 186.0 | False | None | None | False | None | False | 781.2 | 0 | 3690783 | 135557 | None | Pg.No. 187 Item.No.19.9.2 Volume 2 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin- charge. In cement mortar | Cum | 1768.2 | 1768.2 | 15.39 | False | None | None | False | None | False | 27212.598 | 0 | 3690784 | 135557 | None | Pg.No. 05 Item.No.1.4 Volume 1 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. | Cum | 254.1 | 254.1 | 180.25 | False | None | None | False | None | False | 45801.525 | 0 | 3690785 | 135557 | None | Pg.No. 05 Item.No.1.4 Volume 1 | Earth work excavation for pipeline trenches in all kinds of 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 & bonding rods at every 100 mm whevere necessary as directed, removal of slumps 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 and all other appurtenances to complete in the following strata. Depth exceeding 1.5 m, but not exceeding 3 m | Cum | 584.85 | 584.85 | 292.5 | False | None | None | False | None | False | 171068.625 | 0 | 3690786 | 135557 | None | Pg.No.188 Item.No.16.3.2 Volume. 5 | 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, RCC NP3 Class pipe of 300 mm dia | Rmtr | 1398.6 | 1398.6 | 135.0 | False | None | None | False | None | False | 188811.0 | 0 | 3690787 | 135557 | None | Pg.No. 07 Item.No.1.1 Volume 1 | Refilling available earth around trenches/pipelines, cables in layersnot 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 | 168.0 | 168.0 | 90.17 | False | None | None | False | None | False | 15148.56 | 0 | 3690788 | 135557 | None | Pg.No.26 Item.No.4.17 406 Volume 3 | 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 | 2686.95 | 2686.95 | 178.95 | False | None | None | False | None | False | 480829.7025 | 0 | 3690789 | 135557 | None | Pg.No. 201 Item.No.16.40.2 Volume 5 | 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 supplying 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, supplying 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 Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For 1.2m dia Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. 2.10 m depth & Medium duty SFRC cover & frame | Each | 51363.17 | 51363.17 | 2.0 | False | None | None | False | None | False | 102726.34 | 0 | 3690790 | 135557 | None | Pg.No. 201 Item.No.16.40.2 Volume 5 | 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 supplying 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, supplying 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 Table Moulded Bricks & Medium Duty SFRC Cover & Frame: For 1.2m dia Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. 2.20 m depth & Medium duty SFRC cover & frame | Each | 53948.58 | 53948.58 | 2.0 | False | None | None | False | None | False | 107897.16 | 0 | 3690791 | 135557 | None | Pg.No.15 Item.No. 2.1.3 Volume 1 | Providing and laying in position Cement Concrete for levelling course for all works in foundation. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed, laid in layers not exceeding 150 mm thickness, well compacted using plate vibrators, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, 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 | 6288.45 | 6288.45 | 16.4 | False | None | None | False | None | False | 103130.58 | 0 | 3690792 | 135557 | None | Pg.No.16 Item.No.5.1.1 Volume 2 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 5891.55 | 5891.55 | 2.16 | False | None | None | False | None | False | 12725.748 | 0 | 3690793 | 135557 | None | Pg.No.16 Item.No.2.4.2 Volume 1 | Providing and laying in position Cement Concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6639.15 | 6639.15 | 142.11 | False | None | None | False | None | False | 943489.6065 | 0 | 3690794 | 135557 | None | 014 | Addendum I Percentage Additionalities for Formwork, Centering & Scaffolding, 4. Cement Concrete Drain Walls | Cum | 2323.7 | 2323.7 | 142.11 | False | None | None | False | None | False | 330221.007 | 0 | 3690795 | 135557 | None | Pg.No. 18 Item.No.2.11 (h) Volume 1 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, laping/welding joints, tying with binding wire / soft annealed steel wire and other ancilary operations complete as per drawing and technical specification. h. All other type of structures | MT | 82961.55 | 82961.55 | 4.84 | False | None | None | False | None | False | 401533.902 | 0 | 3690796 | 135557 | None | Pg.No. 17 Item.No. 3.1(301) Volume 3 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 204.19 | False | None | None | False | None | False | 18223.9575 | 0 |
|