| 1719046639000 | 1 | None | None | Buildings | Construction of Shed, road and providing drinking water facility in veerashaiva, christian, harijana and kabarasthan burial ground at challakere city | 2296132.74 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3332380 | 116792 | None | Comn SR V -1 Page No.08 Item No.1.14.1 | 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 | Cum | 105.06 | 105.06 | 66.1 | False | None | None | False | None | False | 6944.466 | 0 | | 3332381 | 116792 | None | Comn SR Vol-1 Page No. 15 Item No.2.1.3 | 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 and down size graded crushed coarse aggregates | Cum | 6168.67 | 6168.67 | 32.53 | False | None | None | False | None | False | 200666.8351 | 0 | | 3332382 | 116792 | None | Gen SR Vol-2 Page No.9 Item No 5.4 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) | Cum | 6580.67 | 6580.67 | 52.1 | False | None | None | False | None | False | 342852.907 | 0 | | 3332383 | 116792 | None | Gen SR Vol II Page No.190 Item No. 21.10 | Providing ruled pointing to cursed stone masonry with lime mortar 1:3, 20mm deep, after raking joints to depth of 20mm nicely lining, including cost all materials, labour, usage charges of machinery, curing complete as pre specification. | Sqm | 307.97 | 307.97 | 52.38 | False | None | None | False | None | False | 16131.4686 | 0 | | 3332384 | 116792 | None | Gen SR Vol -1 Page No.15 Item No. 2.2.1.1 | 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 | Cum | 6799.39 | 6799.39 | 7.78 | False | None | None | False | None | False | 52899.2542 | 0 | | 3332385 | 116792 | None | Gen SR Vol -1 Page No.17 Item No. 2.4.2 | 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 1:2:4 Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6512.69 | 6512.69 | 28.04 | False | None | None | False | None | False | 182615.8276 | 0 | | 3332386 | 116792 | None | Gen SR Vol -1 Page No.7 Item No. 1.9 | 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. | Cum | 273.98 | 273.98 | 128.94 | False | None | None | False | None | False | 35326.9812 | 0 | | 3332387 | 116792 | None | Gen SR Vol -1 Page No.17 Item No. 2.5.1 | 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) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 11609.13 | 11609.13 | 9.067 | False | None | None | False | None | False | 105259.98171 | 0 | | 3332388 | 116792 | None | Common SR Vol-1 Page No.18 SI No 2.11A | 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 and technical specification | Tonne | 92140.71 | 92140.71 | 0.86 | False | None | None | False | None | False | 79241.0106 | 0 | | 3332389 | 116792 | None | Gen SR Vol-2 Page No.13 Item No 6.6 | Providing Brick work with common burnt clay machine moulded perforated bricks of class designation 5.0 conforming to IS: 2222 in superstructure above plinth level in cement mortar 1:6 (1 cement : 6 coarse sand) With Modular bricks 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. | Cum | 11972.72 | 11972.72 | 47.3 | False | None | None | False | None | False | 566309.656 | 0 | | 3332390 | 116792 | None | Common SR Vol-2 Page No.41 Item No 8.2.1 | Providing 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 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. | Sqm | 303.85 | 303.85 | 406.44 | False | None | None | False | None | False | 123496.794 | 0 | | 3332391 | 116792 | None | Common SR Vol-2 Page No.46 Item No 8.30 | Finishing walls with Acrylic Smooth exterior paint of required shade :New work (Two coat applied @ 1.67 ltr/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 surface even and sand paper smooth, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 179.22 | 179.22 | 406.44 | False | None | None | False | None | False | 72842.1768 | 0 | | 3332392 | 116792 | None | Common SR Vol-2 Page No.84 SI No 11.2 | 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-in- Charge. | Kg | 116.39 | 116.39 | 2000.0 | False | None | None | False | None | False | 232780.0 | 0 | | 3332393 | 116792 | None | Common SR Vol-2 Page No.26 SI No 7.38 | 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 | 352.0 | False | None | None | False | None | False | 205934.08 | 0 | | 3332394 | 116792 | None | UNI SR-2023-2024, V-1 Page No. 6 Item No. 1.6.1 | Earth work excavation for pipelines/cables by Manual means upto 600 mm trench width, as per drawing 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 leveling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m. Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering and lift upto 1.5 m including cost of labour, tools, usage& other appurtenances required to complete the work. | Cum | 498.52 | 498.52 | 13.5 | False | None | None | False | None | False | 6730.02 | 0 | | 3332395 | 116792 | None | UNI SR-2023-24, V-5, Page Nos 102, Item No 9.11.2 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. For. HDPE Grade PE100-PN8.0,75mm dia | Rmtr | 252.35 | 252.35 | 30.0 | False | None | None | False | None | False | 7570.5 | 0 | | 3332396 | 116792 | None | UNI SR-2023-2024, V-1 Page No. 8 Item No. 1.12 | 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 per drawing 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. | Cum | 97.85 | 97.85 | 9.0 | False | None | None | False | None | False | 880.65 | 0 | | 3332397 | 116792 | None | UNI SR-2023-24, V-1, Page Nos 15, Item No 2.1.2 | 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 | Cum | 5833.92 | 5833.92 | 4.5 | False | None | None | False | None | False | 26252.64 | 0 | | 3332398 | 116792 | None | UNI SR-2023-24, V-3, Page Nos 51, Item No 6.6 | Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. | Cum | 6977.22 | 6977.22 | 4.5 | False | None | None | False | None | False | 31397.49 | 0 |
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