| 1707131062000 | 1 | None | None | Other Works | Construction of CC Drain Korishetty Halappa House to Anganavadi Via Obalapura Rahiman Sab House At 25Th Ward And Development of Bavasara Kshatriya Community Burial Ground At 18Th Ward in TMC Harapanahalli Limits | 1523808.28 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2444459 | 73649 | None | code01 | Mechanical Means: 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. (Page no: 8 item no:1.12) | Cum | 68.25 | 68.25 | 119.76 | False | None | None | False | None | False | 8173.62 | 0 | | 2444460 | 73649 | 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 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 (Page no: 15 item no:2.13) | Cum | 6050.1 | 6050.1 | 19.96 | False | None | None | False | None | False | 120759.996 | 0 | | 2444461 | 73649 | None | code03 | 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) (Page no: 84 item no:11.32) | Kg | 92.4 | 92.4 | 2516.92 | False | None | None | False | None | False | 232563.408 | 0 | | 2444462 | 73649 | None | code04 | Add 35% Additionalities for Formwork, Centering & Scaffolding Percentage on finished rate of concrete per m3 | Cum | 2299.08 | 2299.08 | 54.89 | False | None | None | False | None | False | 126196.5012 | 0 | | 2444463 | 73649 | None | code05 | Providing and laying in position Reinforced cement concrete for all Sub structures of building, rrigation 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 paidseparately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (Page no:17 item no:2.42) | Cum | 6568.8 | 6568.8 | 54.89 | False | None | None | False | None | False | 360561.432 | 0 | | 2444464 | 73649 | None | code06 | Earth work excavation for Foundation by manual means for all Buildings, Bridges, Retaining walls, Abutment Piers and such similar works as per drawing and technical Specifications, including setting out, providing 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. Common SR 2021-22 (V-1), I.No.1.4.1, Page No.5 | Cum | 195.3 | 195.3 | 7.29 | False | None | None | False | None | False | 1423.737 | 0 | | 2444465 | 73649 | None | code07 | Providing and laying in position plain cement concrete of Mix 1:3:6 (M10) Using 40 mm nominal size graded crushed coarse aggregates @0.85 cum and fine aggregates @0.57cum machine mixed,machine mixed ,concrete laid in layer noexceeding15cms think well compacted in foundation and plinth including cost of al materials labour HOM of mechinery curing complete as per specifications.Specifications No.KBS 4.1,4.2, Mix 1:4:8 ( M5) Using 40 mm nominal size graded crushed coarse aggregatesCommon SR 2021-22 (V-1), I.No.2.1.2, Page No.15 | Cum | 5632.2 | 5632.2 | 0.486 | False | None | None | False | None | False | 2737.2492 | 0 | | 2444466 | 73649 | None | code08 | Providing and laying in position Reinforced cement concrete M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates 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) Common SR 2021-22 (V-1) I.No.2.5.1, Page No.17 | Cum | 6542.55 | 6542.55 | 1.242 | False | None | None | False | None | False | 8125.8471 | 0 | | 2444467 | 73649 | None | code09 | As per recommendations of Technical working group, rates for formwork shall be added on percentage basis to the finished concrete item rate. For Column form works consider 35% | Sqm | 2289.89 | 2289.89 | 1.242 | False | None | None | False | None | False | 2844.04338 | 0 | | 2444468 | 73649 | None | code10 | Supplying fitting & placing TMT bar reinforcement to super structure complete as per Specifications volume-III (DSR 2021-22, I.No.14.1,1600 P.No.103) | Tonne | 88196.85 | 88196.85 | 0.1242 | False | None | None | False | None | False | 10954.04877 | 0 | | 2444469 | 73649 | None | code11 | 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 seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. Common SR 2021-22 (V-2), I.No.11.16.3, Page No81 | Kg | 115.5 | 115.5 | 897.12 | False | None | None | False | None | False | 103617.36 | 0 | | 2444470 | 73649 | None | code12 | 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 seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge.. Common SR 2021-22 (V-2), I.No.11.16.2, Page No81 | Kg | 142.8 | 142.8 | 1215.0 | False | None | None | False | None | False | 173502.0 | 0 | | 2444471 | 73649 | None | code13 | 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 2021-22 (V-2), I.No.7.38, Page No 26 | Sqm | 583.8 | 583.8 | 157.5 | False | None | None | False | None | False | 91948.5 | 0 | | 2444472 | 73649 | None | code14 | Loosening, levelling 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. PWD SR 2021-22 Vol:3 P.NO.15 I.No:3.7 | Sqm | 91.35 | 91.35 | 35.4375 | False | None | None | False | None | False | 3237.215625 | 0 | | 2444473 | 73649 | None | code15 | 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 2021-22 Vol:3 P.NO.24 I.No: 4.27 | Cum | 2513.7 | 2513.7 | 23.625 | False | None | None | False | None | False | 59386.1625 | 0 | | 2444474 | 73649 | None | code16 | 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, 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. PWD SR 2021-22 Vol:3 P.NO.139 I.No: 20.29 | Cum | 7178.85 | 7178.85 | 29.5312 | False | None | None | False | None | False | 212000.05512 | 0 | | 2444475 | 73649 | None | code17 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. (0.63 mm thick with zinc coating not less than 275 g/m²) Common SR 2021-22 (V-2), I.No.7.36, Page No 21 | Mtr | 550.2 | 550.2 | 10.5 | False | None | None | False | None | False | 5777.1 | 0 |
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