1724312061000 | 0 | None | None | Buildings | Construction of East Side Compound wall for Bus Station at Hallikhed (B). Dist Bidar (Call-4) | 825149.99 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
3833887 | 146189 | None | code01 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as perdrawing and technical specifications, including setting out, shoring, strutting, barricading,caution lights, removal of stumps and other deleterious matter 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 appurtenances required to complete the work.SRP- Vol-I (9/1.15.1)upto 1.5 m, depth | Cum | 381.15 | 381.15 | 78.67 | False | None | None | False | None | False | 29985.0705 | 0 | 3833888 | 146189 | 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 requiredcomplete the work as pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately).SRP- Vol-I (15/2.1.2) Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 8.2425 | False | None | None | False | None | False | 49019.796 | 0 | 3833889 | 146189 | None | code03 | 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 and watering, lead up to 50 m and lift upto 1.5 m.SRP- Vol-I (7/1.9) | Cum | 279.3 | 279.3 | 33.26 | False | None | None | False | None | False | 9289.518 | 0 | 3833890 | 146189 | None | code04 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarseaggregates 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).SRP- Vol-I (15/2.2.1.1) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 7129.46 | 7129.46 | 11.34 | False | None | None | False | None | False | 80848.0764 | 0 | 3833891 | 146189 | None | code05 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. 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. 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).SRP- Vol-I (17/2.5.1) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 11834.55 | 11834.55 | 3.48 | False | None | None | False | None | False | 41184.234 | 0 | 3833892 | 146189 | None | code06 | Providing and laying in position Reinforced cement concrete for all Super structures of building , Road works, Water works, Irrigation works & super structure works of bridges upto 3.50 m height. 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. 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. (The cost of steel reinforcement, dowel bars & formwork to be paid separately).SRP- Vol-I (17/2.5.1) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 10442.25 | 10442.25 | 6.75 | False | None | None | False | None | False | 70485.1875 | 0 | 3833893 | 146189 | None | code07 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more 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) SRP- Vol-II (84/11.32) | Kg | 92.87 | 92.87 | 2180.92 | False | None | None | False | None | False | 202542.0404 | 0 | 3833894 | 146189 | None | code08 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in superstructure above plinth level in all shapes and sizes in Cement mortar 1:6 (1 cement : 6 coarse sand) 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.SRP- Vol-II (14/6.8) | Cum | 8367.45 | 8367.45 | 26.98 | False | None | None | False | None | False | 225753.801 | 0 | 3833895 | 146189 | None | code09 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, Irrigation works, Sub structure works of bridges, Drain works & other parallel works from 0.50m to 3.50 m height. 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, costof all materials of 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. (The cost of steel reinforcement & formwork to be paid separately).SRP- Vol-I (17/2.4.1) Mix 1:2:4 (M15) Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6724.2 | 6724.2 | 1.61 | False | None | None | False | None | False | 10825.962 | 0 | 3833896 | 146189 | None | code10 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix :1:6 (1 cement: 6 fine sand) 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. SRP- Vol-II (41/8.2.2) | Sqm | 292.95 | 292.95 | 252.0 | False | None | None | False | None | False | 73823.4 | 0 | 3833897 | 146189 | None | code11 | Providing patti allround compound wall etc, with CM 1:3 and finished as per design and specification including scafolding etc, complete. Patti 10cm wide and 10 mm thick. | Rmtr | 11.88 | 11.88 | 70.0 | False | None | None | False | None | False | 831.6 | 0 | 3833898 | 146189 | None | code12 | Fencing with G.I. barbed wire Angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire SRP- Vol-II (95/11.57.1) | Rmtr | 18.9 | 18.9 | 280.0 | False | None | None | False | None | False | 5292.0 | 0 | 3833899 | 146189 | None | code13 | 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. Hot finished welded type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.SRP- Vol-II (81/11.16.1) | Kg | 142.8 | 142.8 | 94.5 | False | None | None | False | None | False | 13494.6 | 0 | 3833900 | 146189 | None | code14 | Finishing walls with water proofing cement paint of required shade :New work (Two coats applied @ 4.84 kg/10 m²) 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.. (Apex Paint) SRP- Vol-II (45/8.28) | Sqm | 93.45 | 93.45 | 126.0 | False | None | None | False | None | False | 11774.7 | 0 |
|