1726229725000 | 0 | None | None | Other Works | Construction work of dry waste collection unit under the jurisdiction of Tumkur City Corporation | 1669033.13 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4003296 | 154900 | None | dma01 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including settingout, 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 | Cum | 107.1 | 107.1 | 55.2 | False | None | None | False | None | False | 5911.92 | 0 | 4003297 | 154900 | None | dma02 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications. Mix 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (The cost of steel reinforcement & formwork shall be paid separately. Specification No. KBS 2.1, | Cum | 5947.2 | 5947.2 | 27.42 | False | None | None | False | None | False | 163072.224 | 0 | 4003298 | 154900 | None | dma03 | Providing and laying in 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 necessary, 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). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates. Specification No. KBS 2.3., 2.3 | Cum | 7348.32 | 7348.32 | 11.49 | False | None | None | False | None | False | 84432.1968 | 0 | 4003299 | 154900 | None | dma04 | Providing and laying in position 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 ofmachinery, 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). M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 9979.2 | 9979.2 | 2.64 | False | None | None | False | None | False | 26345.088 | 0 | 4003300 | 154900 | None | dma05 | 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 andtechnical specification | Tonne | 93929.85 | 93929.85 | 1.2057 | False | None | None | False | None | False | 113251.220145 | 0 | 4003301 | 154900 | None | dma06 | Providing and laying Cement concrete pavement with 1:2:4 for commercial
& residential building floors, hardpaths, footpaths using 1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size, including finishing
complete as per Engineer incharge. | Cum | 6993.0 | 6993.0 | 26.64 | False | None | None | False | None | False | 186293.52 | 0 | 4003302 | 154900 | None | dma07 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x150x200mm 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. | Sqm | 1292.55 | 1292.55 | 66.0 | False | None | None | False | None | False | 85308.3 | 0 | 4003303 | 154900 | None | dma08 | Providing 15mm 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 | Sqm | 309.75 | 309.75 | 132.0 | False | None | None | False | None | False | 40887.0 | 0 | 4003304 | 154900 | None | dma09 | Providing and fixing Structural Steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-inCharge | Kg | 118.65 | 118.65 | 2705.04 | False | None | None | False | None | False | 320952.996 | 0 | 4003305 | 154900 | None | dma10 | 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. | Sqm | 585.04 | 585.04 | 469.36 | False | None | None | False | None | False | 274594.3744 | 0 | 4003306 | 154900 | None | dma11 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :Two coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture 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 | Sqm | 136.5 | 136.5 | 900.0 | False | None | None | False | None | False | 122850.0 | 0 | 4003307 | 154900 | None | dma12 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67L/10 m² over and including priming coat of exterior primer applied @ 2.20 kg/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 surfaceeven and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge | Sqm | 182.7 | 182.7 | 132.0 | False | None | None | False | None | False | 24116.4 | 0 | 4003308 | 154900 | None | dma13 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. 80x1.25 mm M.S. laths with 1.25 mm thick top cover including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | Sqm | 2764.65 | 2764.65 | 18.0 | False | None | None | False | None | False | 49763.7 | 0 | 4003309 | 154900 | None | dma14 | Extra for providing 2 HP Mild Steel Auto Reverse Shutter Gearbox for operating rolling shutters including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. | No | 25920.3 | 25920.3 | 1.0 | False | None | None | False | None | False | 25920.3 | 0 | 4003310 | 154900 | None | dma15 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction | Cum | 110.25 | 110.25 | 17.85 | False | None | None | False | None | False | 1967.9625 | 0 | 4003311 | 154900 | None | dma16 | 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 | Cum | 2686.95 | 2686.95 | 11.9 | False | None | None | False | None | False | 31974.705 | 0 | 4003312 | 154900 | None | dma17 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per
Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383:2016:, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer
of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed
side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling
the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate
vibrators and finished in continuous operation including construction joints, primer, sealant, curing of concrete slabs
for 14-days, and water finishing to lines and grade as per drawing and technical specification clause 1501 with all
lead, lifts, loading & unloading charges, cost and conveyance of all materials, labour, equipments etc., complete. as per the
directions of the Engineer-in-charge of the work. | Cum | 7091.7 | 7091.7 | 11.9 | False | None | None | False | None | False | 84391.23 | 0 | 4003313 | 154900 | None | dma18 | Lettering with black Japan paint of approved brand and manufacture to give an even shade including preparing the surface after thoroughly cleaning the surface to remove all dirt, dust and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | No | 3.0 | 3.0 | 9000.0 | False | None | None | False | None | False | 27000.0 | 0 |
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