| 1708407787000 | 0 | None | None | Other Works | Construction of Deck work in front of Ganapathi pendal of ward no 22 | 1541999.2 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2711558 | 85221 | None | code01 | Demolishing R.C.C. work manually/ by mechanical means including of steel bars and disposal of unserviceable material to theappropriatedisposal area as per direction of Engineer-in-charge As per engineer incharge of the work | Cum | 2498.78 | 2498.78 | 15.54 | False | None | None | False | None | False | 38831.0412 | 0 | | 2711559 | 85221 | None | code02 | Earth work excavation by manual means for drains,canals, wasteweir draft,approach channels, key trench, foundation ofBridges and such similar works,as per drawing and technical specifications, including setting out, shoring,strutting, barricading, caution lights, excavated surface leveled and sides neatly dresseddisposing offor leveling the excavated stuff or sorting & stacking theselected stuff for reuse in a radius of 50 m and lift upto1.5mincluding cost of labour, tools, usage & otherappurtenances required to complete the work . In ordinary/soft rock without blasting upto 1.5 m depth As per engineer incharge of the work | Cum | 307.97 | 307.97 | 157.0 | False | None | None | False | None | False | 48351.29 | 0 | | 2711560 | 85221 | None | code03 | Providing and laying in position plain cement concrete for levellingcourse for all works in foundation. The granite/trap/basaltcrushed graded coarse aggregates and fineaggregates as per relevant IS Codes machine mixed, laid inlayers not exceeding 150 mm thickness, well compacted using platevibrators, including all lead & lifts, cost of all materials of quality,labour, Usage charges of machineries, curing, and all theother appurtenances required to complete the work as pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately) Mix 1:3:6 (M10) Using 40 mmnominal size graded crushed coarse aggregates As per engineer incharge of the work | Cum | 6168.67 | 6168.67 | 24.19 | False | None | None | False | None | False | 149220.1273 | 0 | | 2711561 | 85221 | None | code04 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machinemixed with super plasticizers laid in finished layers, well compactedusing 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates As per engineer incharge of the work | Cum | 6799.39 | 6799.39 | 98.19 | False | None | None | False | None | False | 667632.1041 | 0 | | 2711562 | 85221 | None | code05 | Steel Fabrication - 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. a.Buildings As per engineer incharge of the work | Kgs | 81381.33 | 81381.33 | 5.39 | False | None | None | False | None | False | 438645.3687 | 0 | | 2711563 | 85221 | None | code06 | Filling approved earth (excluding rock) in trenches, plinth, sides of foundationsand other similar works etc. in layers not exceeding 20cm in depth, consolidating
each deposited layer by ramming and watering, lead up to 50 m andlift upto1.5 m. As per engineer incharge of the work | Cum | 445.99 | 445.99 | 39.25 | False | None | None | False | None | False | 17505.1075 | 0 | | 2711564 | 85221 | None | code07 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work As per engineer incharge of the work | Cum | 87.55 | 87.55 | 157.0 | False | None | None | False | None | False | 13745.35 | 0 | | 2711565 | 85221 | None | code08 | Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6coarse sand) With Modular bricks including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work.. As per engineer incharge of the work | Cum | 11972.72 | 11972.72 | 9.9 | False | None | None | False | None | False | 118529.928 | 0 | | 2711566 | 85221 | None | code09 | Providing 18 mm cement plaster in two coats under layer 12 mm thickcement plaster with cement mortar 1:5 (1 cement : 5 coarse sand) and atop layer 6 mm thick cement plaster with cement mortar 1:3 (1 cement: 3 coarse sand) finished rough with sponge to brick masonry includingrounding off corners wherever required smooth rendering, providing andremoving scaffolding, including cost of materials, labour, curing completeas per specifications and as per directions of Engineer-in-charge.. As per engineer incharge of the work | Sqm | 396.55 | 396.55 | 72.0 | False | None | None | False | None | False | 28551.6 | 0 | | 2711567 | 85221 | None | code10 | Finishing walls with textured exterior paint of required shade :New work(Two coats applied @ 3.28 L/10 m²) over and including priming coat ofexterior primer applied @ 2.20kg/10 m² to give an even shade afterthoroughly brooming the surface to remove all dirt, dust, mortar dropsand foreign matter including preparing the surface even and sand papersmooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.. As per engineer incharge of the work | Cum | 291.49 | 291.49 | 72.0 | False | None | None | False | None | False | 20987.28 | 0 |
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