1727257813000 | 0 | None | None | Buildings | Proposed Construction of Compound wall at Mahanthligapura Sy No.47 Jigani Hobli in SWM Site | 2540053.41 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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4072864 | 158497 | None | C01 | Clearing and grubbing land including uprooting rank vegetable grass, bushes, shrubs, saplings and trees upto 300mm girth by manual means, in areas of light jungle, removal of stumps, disposal of unserviceable materials, stacking of serviceable materials from road boundary etc. including cost of labour charges, all lead and lifts, etc. complete as directed by the Engineer in charge. (Vol-5, Page 200, Item 16.36) | Sqm | 18.54 | 18.54 | 1320.0 | False | None | None | False | None | False | 24472.8 | 0 | 4072865 | 158497 | None | C02 | 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.In Hard Rock ( requiring blasting) Depth upto 1.50m(Vol-1, Page No. 9, SI.No.1.16). | Cum | 570.62 | 570.62 | 172.8 | False | None | None | False | None | False | 98603.136 | 0 | 4072866 | 158497 | None | C03 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/ Soft rock & 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.In Ordinary/Soft rock upto 300 mm depth(Page No. 8, SI.No.1.13 of KPWD S.R 2023-24.Volume-1). | Cum | 372.86 | 372.86 | 787.5 | False | None | None | False | None | False | 293627.25 | 0 | 4072867 | 158497 | None | C04 | 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. (Page No. 7, SI.No. 1.9 Volume-1). | Cum | 273.98 | 273.98 | 31.86 | False | None | None | False | None | False | 8729.0028 | 0 | 4072868 | 158497 | None | C05 | 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 20 mm nominal size graded crushed coarse aggregates. (Page No. 15, SI.No.2.1.4 ,Volume-1, SR 2023-24). | Cum | 6403.51 | 6403.51 | 20.58 | False | None | None | False | None | False | 131784.2358 | 0 | 4072869 | 158497 | None | C06 | Providing Size Stone masonry with hard stone in foundation & plinth with Cement mortar 1:6 (1 cement : 6 coarse sand)(Page No. 9, SI.No. 5.4 Volume-2). | Sqm | 6580.67 | 6580.67 | 65.78 | False | None | None | False | None | False | 432876.4726 | 0 | 4072870 | 158497 | None | C07 | 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, 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. (The cost of steel reinforcement & formwork to be paid separately) M25 Design Mix using 20mm nominal size Columns, Beams, Lintel, chejja & slab(Vol-1, Page No.16, item no.2.4.3, SR 23-24) | Cum | 7831.29 | 7831.29 | 28.65 | False | None | None | False | None | False | 224366.4585 | 0 | 4072871 | 158497 | None | C08 | 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. (Vol-1, Page No. 18, SI.No. 2.11 a ) | MT | 92140.71 | 92140.71 | 3.43 | False | None | None | False | None | False | 316042.6353 | 0 | 4072872 | 158497 | None | C09 | Mild Steel (Anchors, Angles, H Beams, I Beams, Tees) (Vol-1, Page A-40 , SI.No. 73 ) | Kg | 57.68 | 57.68 | 444.28 | False | None | None | False | None | False | 25626.0704 | 0 | 4072873 | 158497 | None | C10 | 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.. (Vol-2, Page No.17, item no.6.33 SR 2023-24) | Sqm | 1280.6 | 1280.6 | 198.0 | False | None | None | False | None | False | 253558.8 | 0 | 4072874 | 158497 | None | C11 | 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..(Vol-2, Page No.41, item No.8.3.1, SR 23-24) | Sqm | 368.26 | 368.26 | 472.0 | False | None | None | False | None | False | 173818.72 | 0 | 4072875 | 158497 | None | C12 | 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. (Vol-2, Page.45/Item No.8.28). | Sqm | 67.98 | 67.98 | 472.0 | False | None | None | False | None | False | 32086.56 | 0 | 4072876 | 158497 | None | C13 | Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications: Two coats applied on walls @ 1.25 ltr/10 m² over and including one coat of Special primer applied @ 0.75 ltr /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. (Vol-2, Page.46/Item No.8.33.1). | Sqm | 121.54 | 121.54 | 472.0 | False | None | None | False | None | False | 57366.88 | 0 | 4072877 | 158497 | None | C14 | Providing and fixing Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (KWPD 2023-24, V-II, Item No.11.25.2, Page No.84) | Kg | 140.08 | 140.08 | 914.76 | False | None | None | False | None | False | 128139.5808 | 0 | 4072878 | 158497 | None | C15 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two coat applied @ 0.90 ltr/10 m² over an under coat of primer applied @ 0.80 ltr/10 m² of approved brand and manufacture including preparing the surface after thorougly cleaning oil, grease, dirt and foreign matter, cost of materials, labour complete as per specifications and as per directions of Engineer-in-charge. (Vol-2, Page.47/Item No.8.33.3). | Sqm | 109.18 | 109.18 | 14.4 | False | None | None | False | None | False | 1572.192 | 0 | 4072879 | 158497 | None | C16 | 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. (PWD SR 2023-24 VOL-3 P No -26 ; SI NO-4.17) | Cum | 2635.77 | 2635.77 | 35.09 | False | None | None | False | None | False | 92489.1693 | 0 | 4072880 | 158497 | None | C17 | Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m 3 (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. (Groove cutting shall be paid seperately) (PWD SR 2023-24 Vol:3 P.NO.51 I.No: 6.6) | Cum | 6977.22 | 6977.22 | 35.099 | False | None | None | False | None | False | 244893.44478 | 0 |
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