| 1719578339000 | 0 | None | None | Other Works | Construction of Ramp and Toilet for Physically challenged in Hebbagodi Government school of CMC Hebbagodi limits. | 209920.41 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3403919 | 120176 | None | code01 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. PWD SR 2023-224 Vol:2 P.NO.187 I.No:19.2.1) | Cum | 1712.89 | 1712.89 | 21.45 | False | None | None | False | None | False | 36741.4905 | 0 | | 3403920 | 120176 | None | code02 | Earth work excavation for Foundation by mechanical means for all works & depth up to 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift up to 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work (as per specification. PWD SR 2023-224 Vol:1 P.NO.8 I.No:1.14.1) | Cum | 105.06 | 105.06 | 11.25 | False | None | None | False | None | False | 1181.925 | 0 | | 3403921 | 120176 | None | code03 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work (as per specification. PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.1) | Cum | 87.55 | 87.55 | 11.25 | False | None | None | False | None | False | 984.9375 | 0 | | 3403922 | 120176 | None | code04 | Providing and filling murrum / gravelly soil ( CNS soil ) for foundation or around pipes including cost of all materials, labour, spreading soil in layers of 100 to 150 mm, breaking clods, watering, compaction by earth masters to achieve density control of not less than 90 percent and all other ancillary operations complete WRD SR 2023-24 Vol:4 P.NO.61 I.No: 4.15) | Cum | 1439.94 | 1439.94 | 5.63 | False | None | None | False | None | False | 8106.8622 | 0 | | 3403923 | 120176 | None | code05 | 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 (as per specification. PWD SR 2023-24 Vol:1 P.NO.15 I.No:2.1.3) | Cum | 6168.67 | 6168.67 | 5.63 | False | None | None | False | None | False | 34729.6121 | 0 | | 3403924 | 120176 | None | code06 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. PWD CSR 2023-24, Vol-II, P. No. 17, I.6.32 | Sqm | 1349.3 | 1349.3 | 25.0 | False | None | None | False | None | False | 33732.5 | 0 | | 3403925 | 120176 | None | code07 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each depositedlayer by ramming and watering, lead up to 50 m and lift upto 1.5 m. PWD CSR 2023-24, Vol-I,P. No. 7, I. No. 1.9 | Cum | 273.98 | 273.98 | 19.8 | False | None | None | False | None | False | 5424.804 | 0 | | 3403926 | 120176 | None | code08 | Wet Mix Macadam (Plant mix method) 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. (as per specification. PWD SR 2023-24 Vol:3 P.NO.26 I.No: 4.17) | Cum | 2635.77 | 2635.77 | 5.63 | False | None | None | False | None | False | 14839.3851 | 0 | | 3403927 | 120176 | None | code09 | Providing and laying in position Cement Concrete for all Super structures ofbuilding , Road works, Water works, Irrigation works & super structure worksof bridges upto 3.50 m height. The granite/trap/basalt crushed graded coarseaggregates and fine aggregates as per relevant IS Codes machine mixed withsuper plasticisers laid in layers, well compacted using needle vibrators. The cost includes all lead & lifts, cost of all materials, 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. PWD SR 2023-24 Vol:1 P.NO.16 I.No: 2.5.1 | Cum | 6828.9 | 6828.9 | 5.63 | False | None | None | False | None | False | 38446.707 | 0 | | 3403928 | 120176 | None | code10 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For drain form works consider 35% (as per specification. PWD SR 2023-24 Vol:2 P.NO.A-7 I.No: 22-2)Issue rates on dated 7/7/2022. | Cum | 2390.12 | 2390.12 | 5.63 | False | None | None | False | None | False | 13456.3756 | 0 | | 3403929 | 120176 | None | code11 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as perdirections of Engineer-in-charg PWD CSR 2023-24, Vol-II, P. No. 41, I. No. 8.3.1 | Sqm | 364.62 | 364.62 | 18.0 | False | None | None | False | None | False | 6563.16 | 0 | | 3403930 | 120176 | None | code12 | 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 ofmaterials, labour, usage charges of machinery complete as per specifications PWD CSR 2023-24, Vol-II, P. No.85, I. No. 11.28 | Kgs | 581.95 | 581.95 | 27.0 | False | None | None | False | None | False | 15712.65 | 0 |
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