| 1706607885000 | 0 | None | None | Other Works | PACKAGE NO16-1) Improvements of Uppara Burrial Ground in Ward no 18. 2)Improvements of Nayaka Burrial Ground in Ward no 19. 3)Construction of C C Drain in Ward no 12 Amja House to Amaan Ulla House & Improvements of Amja House to Mukathara Conservency Gully Chamarajanagara CMC limits. | 1003312.96 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2338689 | 69140 | None | 1.16.2 | Earth work excavation for FOUNDATION by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work. (I.No-1.16.2, page no-9, Vol-1) | Cum | 641.69 | 641.69 | 15.12 | False | None | None | False | None | False | 9702.3528 | 0 | | 2338690 | 69140 | None | 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 nominal size graded crushed coarse aggregates. (I.No-2.1.3, page no-15, Vol-1) | Cum | 6168.67 | 6168.67 | 1.44 | False | None | None | False | None | False | 8882.8848 | 0 | | 2338691 | 69140 | None | 5.4 | Providing Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand) (I.No-5.4, page no-9, Vol-2) | Cum | 6580.67 | 6580.67 | 8.06 | False | None | None | False | None | False | 53040.2002 | 0 | | 2338692 | 69140 | None | 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. (I.No-2.5.1, page no-17, Vol-2) | Cum | 8816.82 | 8816.82 | 23.86 | False | None | None | False | None | False | 210369.3252 | 0 | | 2338693 | 69140 | None | 6.32 | 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.(Common SR-2023-24, Vol-2, Page no-17, I.No-6.32) | Sqm | 1349.3 | 1349.3 | 53.28 | False | None | None | False | None | False | 71890.704 | 0 | | 2338694 | 69140 | None | 8.1.1 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick 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 per directions of Engineer-in-charge. (Common SR-2023-24, Vol-2, Page no-41, I.No-8.1.1) | Sqm | 262.65 | 262.65 | 47.88 | False | None | None | False | None | False | 12575.682 | 0 | | 2338695 | 69140 | None | 8.3.1 | 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. (Common SR-2023-24, Vol-2, Page no-41, I.No-8.3.1) | Sqm | 364.62 | 364.62 | 58.68 | False | None | None | False | None | False | 21395.9016 | 0 | | 2338696 | 69140 | None | 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. (Common SR-2023-24, Vol-2, Page no-75, I.No-11.2) | Kgs | 97.85 | 97.85 | 106.47 | False | None | None | False | None | False | 10418.0895 | 0 | | 2338697 | 69140 | None | 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. (Common SR-2023-24, Vol-2, Page no-75, I.No-11.2) | Kgs | 97.85 | 97.85 | 117.38 | False | None | None | False | None | False | 11485.633 | 0 | | 2338698 | 69140 | None | 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 grams per 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 Engineer-in-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. (Common SR-2023-24, Vol-2, Page no-26, I.No-7.38) | Sqm | 585.04 | 585.04 | 33.66 | False | None | None | False | None | False | 19692.4464 | 0 | | 2338699 | 69140 | None | 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. (I.No-1.9, page no-7, Vol-1) | Cum | 210.12 | 210.12 | 11.02 | False | None | None | False | None | False | 2315.5224 | 0 | | 2338700 | 69140 | None | 9.1 | Providing and laying Cement concrete flooring 40 mm thick with 20 mm nominal size stone aggregate using 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry complete (I.No-9.1, page no-59, Vol-2) | Sqm | 464.53 | 464.53 | 18.36 | False | None | None | False | None | False | 8528.7708 | 0 | | 2338701 | 69140 | None | 9.37 | Providing and laying red oxide flooring 40 mm thick, with an under layer of 30mm thick M-15 cement concrete and top layer of 10mm thick plaster with 1:3 cement mortar mixed with red oxide finished with floating coat of neat cement mixed with red oxide ( mix of same proportion ) , including cost of materials, labour, curing, complete as per specifications(I.No9.37,PNo-65, Vol-2) | Sqm | 809.58 | 809.58 | 18.36 | False | None | None | False | None | False | 14863.8888 | 0 | | 2338702 | 69140 | None | 8.52.2 | Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required, to achieve even shade and colour. Two coats as per specifications and as per directions of Engineer in charge.(I.No-8.52.2,PNo-50, Vol-2) | Sqm | 78.28 | 78.28 | 41.04 | False | None | None | False | None | False | 3212.6112 | 0 | | 2338703 | 69140 | None | 11.34A | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding(I.No-11.34A,PNo-85, Vol-2) | Kgs | 173.04 | 173.04 | 20.0 | False | None | None | False | None | False | 3460.8 | 0 | | 2338704 | 69140 | None | 12.12 | Providing Mathi/Nandi wood frames of doors, windows, clerestory windows, ventilators and other frames, wrought, framed or assembled including making plaster groves (excluding cost of cement concrete and side clamps ), but including cost of materials, labour, usage charges complete as per specifications. (I.No-12.12,PNo-100, Vol-2) | Cum | 127928.06 | 127928.06 | 0.21 | False | None | None | False | None | False | 26864.8926 | 0 | | 2338705 | 69140 | None | 12.15 | Providing and fixing in position fully panelled Mathi/Nandi wood shutters for doors with stiles and rails of 40mm. thick with bottom and lock rails 180mm wide top rail and stiles 100mm wide as per drawing and panels of 25mm thick including cost of materials, labour, usage charges complete as per specifications. (excluding cost of fixtures). (I.No-12.15 I no -100, Vol-2) | Sqm | 7103.91 | 7103.91 | 4.32 | False | None | None | False | None | False | 30688.8912 | 0 | | 2338706 | 69140 | None | 7.22 | Cleaning drainage gallery, adits, instrumentation galleries etc., by scrubbing / brushing including chiselling and removing leached lime deposit and disposing off all the waste material out side adits in specified location as directed etc., complete with all leads and lifts. | Mtr | 54.59 | 54.59 | 100.0 | False | None | None | False | None | False | 5459.0 | 0 | | 2338707 | 69140 | None | 21.5 | Ruled / Flush pointing on Sand stone masonry surface with lime, surkhi and marble dust mortar in the ratio of 1:1.5:2 | Sqm | 253.38 | 253.38 | 160.0 | False | None | None | False | None | False | 40540.8 | 0 | | 2338708 | 69140 | None | 1.1 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil 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 & other appurtenances required to complete the work. | Cum | 93.73 | 93.73 | 100.0 | False | None | None | False | None | False | 9373.0 | 0 | | 2338709 | 69140 | None | 4.17 | 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 | 2635.77 | 2635.77 | 10.0 | False | None | None | False | None | False | 26357.7 | 0 | | 2338710 | 69140 | None | 2.4.2 | Providing and laying in position 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 necessary, including all lead & lifts, cost of 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.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 6512.69 | 6512.69 | 24.4 | False | None | None | False | None | False | 158909.636 | 0 | | 2338711 | 69140 | None | 9.3 | Supplying, Fitting and Placing TMT Fe 500 & above Reinforcement in Foundation / Substructure / Superstructure complete as per Drawing and Technical Specifications. (Common SR-2023-24, Vol-3, Page no-71, I.No-9.3) | MT | 81381.33 | 81381.33 | 2.39 | False | None | None | False | None | False | 194501.3787 | 0 | | 2338712 | 69140 | None | 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 87.55 | 87.55 | 10.0 | False | None | None | False | None | False | 875.5 | 0 | | 2338713 | 69140 | None | 10.3.9 | Providing UPVC FOAM CORE pipes conforming to IS 16098 P-1 2013 with latest amendments ended with integral sockets with ISI mark and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of UPVC pipes (with cost of elastomeric sealing rings) and specials (excluding cost of specials) with jointing of approved type, with all labour, lead & lifts, including encasing the pipes alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (contractor will make his own arrangements for procuring water for testing) etc. complete Pipes of SN8 Self Fit - 250mm dia | Mtr | 1409.04 | 1409.04 | 34.0 | False | None | None | False | None | False | 47907.36 | 0 |
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