1721107724000 | 0 | None | None | Buildings | Construction of Canteen for Giving of Morning Break fast to pourakarmikas in the newly constructed office building | 847139.67 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3529515 | 127008 | None | code01 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works,as per drawing and technical specifications, including setting out, shoring,strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting upto 1.5 m depth (PWD CSR Vol-1 Pg No: 8 No: 1.5.1) | Cum | 307.97 | 307.97 | 5.83 | False | None | None | False | None | False | 1795.4651 | 0 | 3529516 | 127008 | None | code02 | Providing and laying in position plain 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 machineries, curing, and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork shall be paid separately)Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates (PWD CSR Vol-1 Pg No:15 No: 2.1.3) | Cum | 6168.67 | 6168.67 | 7.1 | False | None | None | False | None | False | 43797.557 | 0 | 3529517 | 127008 | None | code03 | Providing and laying in Reinforced cement concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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 necesary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all 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 (PWD CSR Vol-1 Pg No:16 No: 2.3.1) | Cum | 7033.71 | 7033.71 | 1.73 | False | None | None | False | None | False | 12168.3183 | 0 | 3529518 | 127008 | None | code04 | KSRB 2.3 : Filling available excavated earth ( excluding rock ) in sides of foundations upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with lead upto 50 m. and lift upto 1.5 m. including cost of all labour complete as per specifications. specification. No. KBS 2.9 9 (PWD CSR Vol-1 Pg No:7 No: 1.9 | Cum | 273.98 | 273.98 | 2.92 | False | None | None | False | None | False | 800.0216 | 0 | 3529519 | 127008 | None | code05 | Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 g/m2 as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 m or as desired by Engineerin-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required... (PWD CSR Vol-2 Pg No:26 No: 7.38) | Sqm | 585.04 | 585.04 | 82.5 | False | None | None | False | None | False | 48265.8 | 0 | 3529520 | 127008 | None | code06 | VOL-2 11.28 Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in- charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.) including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.kg 565.00 Dining table and chairs | Kgs | 581.95 | 581.95 | 800.0 | False | None | None | False | None | False | 465560.0 | 0 | 3529521 | 127008 | None | code07 | 9.34 Flooring with 25mm thick polished tandur blue stone slabs using cement mortar 1:6, 25mm thick over existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade of the slab, , including cost of materials, labour, curing, polishing complete as per specifications.
m2 1,545.00 [PWD SR 2023-24 Vol:2 P.NO.62 I.No:9.12.1] | Sqm | 1591.35 | 1591.35 | 70.0 | False | None | None | False | None | False | 111394.5 | 0 | 3529522 | 127008 | None | code08 | 11.16.3 Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.
kg 122.00 | Kgs | 125.66 | 125.66 | 1300.0 | False | None | None | False | None | False | 163358.0 | 0 |
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