1718719387000 | 0 | None | None | Other Works | REPAIR WORK OF ANM QUATERS AT HG HALLI | 393807.68 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3306909 | 115325 | None | HG1 | Earth work excavation for Foundation by mechanical means for all works & depth upto 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 upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work In all kinds of soils Depth upto 3 m (P.No-6, I.No-1.14.1) VOLUME- | Cum | 76.65 | 76.65 | 30.38 | False | None | None | False | None | False | 2328.627 | 0 | 3306910 | 115325 | None | hg2 | Providing and laying in position plain cement concrete for levellingcourse for all works in foundation. Thegranite/trap/basaltcrushedgraded coarse aggregatesand fine aggregatesas per relevant IS Codes machine mixed, laid in layers not exceeding150mm 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 pertechnical specifications. (The cost of steel reinforcement & formworkshallbepaidseparately) Mix1:4:8 (M5) Using 40mm nominal size graded crushed coarse aggregates (P.No-15, I.No-2.1.2) VOLUME-1 | Cum | 5466.3 | 5466.3 | 5.82 | False | None | None | False | None | False | 31813.866 | 0 | 3306911 | 115325 | None | HG3 | 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 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. (The cost of steel reinforcement & formwork to be paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates(P.No-15, I.No-2.2.1.1) VOLUME-1 | Cum | 6739.36 | 6739.36 | 2.92 | False | None | None | False | None | False | 19678.9312 | 0 | 3306912 | 115325 | None | HG4 | Providing and laying in position Reinforced cement concretefor all Super structures of building,Roadworks,Waterworks,Irrigationworks& super structure works of bridgesupto 3.50 m height. Thegranite/trap/basaltcrushed graded coarse aggregatesand fine aggregatesas per relevant IS Codes machine mixed with super plasticisers laid inlayers, well compacted using needlevibrators. The cost includes alllead & lifts, cost of all materials, quality confirming to the requirementsof relevant IS codes , labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.(The cost of steel reinforcement,dowel bars & formwork to be paid separately) M20 Design Mix Using 20mm nominal size graded crushed coarse aggregates (P.No-17, I.No-2.5.1) VOLUME-1 | Cum | 11034.87 | 11034.87 | 2.42 | False | None | None | False | None | False | 26704.3854 | 0 | 3306913 | 115325 | None | HG5 | Providing Filling in foundation with granite/ trap broken metal 100mm and down size with approved sand including hand packing, ramming, watering including cost of all materials and labour with lead up to 50m and lift of 1.5m complete as per specifications.(P.No-9, I.No-6.4) VOLUME-2 | Cum | 2689.05 | 2689.05 | 12.42 | False | None | None | False | None | False | 33398.001 | 0 | 3306914 | 115325 | None | HG6 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (P.No-9, I.No-5.4) VOLUME-2 | Cum | 5619.6 | 5619.6 | 6.88 | False | None | None | False | None | False | 38662.848 | 0 | 3306915 | 115325 | None | HG7 | Providing and laying in Reinforced cement concretefor all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite /trap/ basalt crushed graded coarse aggregates and fine aggregatesas per relevant IS Codes machine mixed with superplasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necesary, including all lead & lifts,costof 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 & formworktobepaidseparately) M20 Design Mix Using 20mm nominal size graded crushed coarse aggregates. [P.No-17,I.No-2.3.1 ] Volume-1 | Cum | 9399.6 | 9399.6 | 1.12 | False | None | None | False | None | False | 10527.552 | 0 | 3306916 | 115325 | None | HG8 | 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 deposited layer by ramming andwatering,leadupto 50m andliftupto1.5m.(P.No-9, I.No-1.9) VOLUME-1 | Cum | 214.2 | 214.2 | 30.33 | False | None | None | False | None | False | 6496.686 | 0 | 3306917 | 115325 | None | HG9 | 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.(P.No-17, I.No-6.32) VOLUME-2 | Sqm | 1255.8 | 1255.8 | 49.55 | False | None | None | False | None | False | 62224.89 | 0 | 3306918 | 115325 | None | HG10 | Providing Thermo-Mechanically Treated bars of grade Fe-550 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) (P.No-84, I.No-11.32) VOLUME-2 | Kg | 96.0 | 96.0 | 452.0 | False | None | None | False | None | False | 43392.0 | 0 | 3306919 | 115325 | None | HG11 | Providing 20 mm cement plaster of mix :1:4 (1 cement: 4 fine sand) to brick/stone masonary including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. (P.No-41, I.No-8.3.1) VOLUME-2 | Sqm | 313.95 | 313.95 | 118.58 | False | None | None | False | None | False | 37228.191 | 0 | 3306920 | 115325 | None | HG12 | Providing and fixing M.S. grills of required pattern in frames of win- dows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings / wooden frames with rawl plugs screws etc. (P.No-85, I.No-11.34B) VOLUME-2 | Kg | 164.85 | 164.85 | 37.8 | False | None | None | False | None | False | 6231.33 | 0 | 3306921 | 115325 | None | HG13 | Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives, New work (Two coats applied @ 1.43 litre/ 10 m². Over and including priming coat of exterior primer applied @ 0.90 litre/10 m² with paint of approved quality to give an even shade, after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (P.No-46, I.No-8.32) VOLUME-2 | Sqm | 117.6 | 117.6 | 118.58 | False | None | None | False | None | False | 13945.008 | 0 | 3306922 | 115325 | None | HG14 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two coats on new work after thoroughly brooming the surface to remove all dirt, dust, mortar drops and foreign matter including preparing the surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge.(P.No-48, I.No-8.40) VOLUME-2 | Sqm | 94.5 | 94.5 | 4.05 | False | None | None | False | None | False | 382.725 | 0 | 3306923 | 115325 | None | HG15 | Add GST | No | 59970.85 | 59970.85 | 1.0 | False | None | None | False | None | False | 59970.85 | 0 | 3306924 | 115325 | None | HG16 | Add Miscellaneous and rounding off | No | 821.78 | 821.78 | 1.0 | False | None | None | False | None | False | 821.78 | 0 |
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