1708520915000 | 0 | None | None | Roads | Construction of New Shoulder Drain with Fiber Reinforced Polymer (FRP) Silt Trap Chamber in selected Arterial & Sub-Arterial Roads in the jurisdiction of East, West South, Dasarahalli, R R Nagar Zone & Mahadevapura Division in BBMP Limits | 34828721.12 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2745708 | 87210 | None | code01 | Dismantling of Flexible pavements and disposal of dismantled materials and stacking serviceable and unserviceable materials separately II By Mechanical Means A Bituminous course including all lead & lift etc complete and as per the directions of the engineer in charge | Cum | 354.2 | 354.2 | 41.63 | False | None | None | False | None | False | 14745.346 | 0 | 2745709 | 87210 | None | code02 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of bridges and such similar 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 levelled 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 appurtenances required to complete the work. In all kinds of soils Depth upto 1.5 m. including all lead & lift etc complete and as per the directions of the engineer in charge | Cum | 266.2 | 266.2 | 712.25 | False | None | None | False | None | False | 189600.95 | 0 | 2745710 | 87210 | None | code03 | CARRIAGE OF MATERIALS: Loading and Unloading of Stone Boulder/Stone aggregates /Sand /Kankar/Moorum. (Tipper 10 m3) including all lead & lift etc complete and as per the directions of the engineer in charge | Cum | 130.9 | 130.9 | 753.875 | False | None | None | False | None | False | 98682.2375 | 0 | 2745711 | 87210 | None | code04 | Cost of Haulage Excluding Loading and Unloading :Case-1 : Surfaced Road: Taking output 10 t load and lead 10 km = 100 t.km including all lead & lift etc complete and as per the directions of the engineer in charge | T.Km | 13.2 | 13.2 | 904.65 | False | None | None | False | None | False | 11941.38 | 0 | 2745712 | 87210 | None | code05 | 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates including all lead & lift etc complete and as per the directions of the engineer in charge | Cum | 6867.3 | 6867.3 | 140.785 | False | None | None | False | None | False | 966812.8305 | 0 | 2745713 | 87210 | None | code06 | Supplying and installation of COMPOSITE FIBER REINFORCED POLYMER Water Gully Grating with bottom chamber of appropriate size of 450 x 450 mm and a load bearing capacity of 40MT (D400 Load capacity) of approved bond confirming to BSEN-124:1994/IS 1726. Gully grating should have minimum 30% of water entrance area that of clear opening of chamber. It shall give top abrasion resistant layer of decorative dark grey finish. The cover should have a beam design at the bottom with thickness in the center of a minimum of 125MM to 150MM at the center and should be without any reinforcement of steel or any other metal not be used in the construction of product. The chamber should have no filler or reinforcement of any kind of metal and a 150mm dia cutout. The chamber as one circular cut of 200mm dia. It shall also confirm “Permanent set” criterion as per BSEN-124/IS 1726. Product should be tested in test lab for load capacity and permanent set with cost of all materials, transportation, loading & unloading charges etc., complete and as per the directions of the engineer in charge | Nos | 38005.0 | 38005.0 | 740.0 | False | None | None | False | None | False | 28123700.0 | 0 | 2745714 | 87210 | None | code07 | 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 including all lead & lift etc complete and as per the directions of the engineer in charge | t | 86912.1 | 86912.1 | 3.7 | False | None | None | False | None | False | 321574.77 | 0 | 2745715 | 87210 | None | code08 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M 25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6969.6 | 6969.6 | 166.5 | False | None | None | False | None | False | 1160438.4 | 0 | 2745716 | 87210 | None | code09 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. HDPE Grade PE80-PN 6.0,200mm dia including all lead & lift etc complete and as per the directions of the engineer in charge | m | 1582.9 | 1582.9 | 1850.0 | False | None | None | False | None | False | 2928365.0 | 0 | 2745717 | 87210 | None | code10 | 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 including all lead & lift etc complete and as per the directions of the engineer in charge | Cum | 2814.9 | 2814.9 | 74.0 | False | None | None | False | None | False | 208302.6 | 0 | 2745718 | 87210 | None | code11 | Removing & Resetting existing Heavy Duty Cobble/Interlocking stones/Pavers of thickness 60/75/80/100mm using Cement and 40mm thick sand bed (average thickness) and compacting with plate vibrator to achieve final desired compaction & setting of paver to its final level , including cost of materials, labour and usage charges of machinery complete as per specifications. (The cost of new paver/stones required shall be added separately) including all lead & lift etc complete and as per the directions of the engineer in charge | Sqm | 532.4 | 532.4 | 647.5 | False | None | None | False | None | False | 344729.0 | 0 | 2745719 | 87210 | None | code12 | Removing and resetting of precast kerb stones fixed with CM 1:3 fixed and finished in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) | m | 38.5 | 38.5 | 296.0 | False | None | None | False | None | False | 11396.0 | 0 | 2745720 | 87210 | None | code13 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in charge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification | Sqm | 1174.8 | 1174.8 | 277.5 | False | None | None | False | None | False | 326007.0 | 0 | 2745721 | 87210 | None | code14 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) | m | 413.6 | 413.6 | 296.0 | False | None | None | False | None | False | 122425.6 | 0 |
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