| 1721125209000 | 0 | None | None | Other Works | Construction of Cement Concrete Road From Dharmasthala Association Bank To Adishesha House At 1St Ward And Also Construction Of CD And Other Development Works Near PataShaale Mata At 20Th Ward And 11Th And 16Th Ward Near Matadakeri Jaragal In TMC Harapanahalli Limits | 1414922.08 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3534836 | 127336 | 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) V-1, 2023-24 | Cum | 99.75 | 99.75 | 39.92 | False | None | None | False | None | False | 3982.02 | 0 | | 3534837 | 127336 | 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:2.1.3) V-1, 2023-24 | Cum | 6288.45 | 6288.45 | 5.34 | False | None | None | False | None | False | 33580.323 | 0 | | 3534838 | 127336 | 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: 18 item no:2.11a) V-1, 2023-24 | Kg | 93.93 | 93.93 | 1412.64 | False | None | None | False | None | False | 132689.2752 | 0 | | 3534839 | 127336 | None | code04 | Add 35% Additionalities for Formwork, Centering & Scaffolding Percentage on finished rate of concrete per m3 | Cum | 2323.7 | 2323.7 | 17.332 | False | None | None | False | None | False | 40274.3684 | 0 | | 3534840 | 127336 | 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:2.4.2) | Cum | 6639.15 | 6639.15 | 17.332 | False | None | None | False | None | False | 115069.7478 | 0 | | 3534841 | 127336 | None | code06 | Cable Duct Across the Road, Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98 1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings. (i) Single row for One utility services, PWD SR 2023-24 Vol:3 P.NO.71 I.No: 8.29 | Mtr | 2322.6 | 2322.6 | 12.0 | False | None | None | False | None | False | 27871.2 | 0 | | 3534842 | 127336 | None | code07 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable
materials separately. PWD SR 2023-24 Vol:3 P.NO.12 I.No:2.19 | Cum | 591.15 | 591.15 | 1.7999 | False | None | None | False | None | False | 1064.010885 | 0 | | 3534843 | 127336 | None | code08 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata. All kinds of soils. Depth upto 1.50 m, I.No 1.17.1, Page No. 10 PWD Common SR-2023-24 (V-1) | Cum | 275.1 | 275.1 | 54.27 | False | None | None | False | None | False | 14929.677 | 0 | | 3534844 | 127336 | None | code09 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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 For. PVC pipes160mm dia., 6 kg/sqcm & class 3, (Page no:113 item no.10.1.9) 2023-24 Common SR, BWSSB And KUWS & DB,Volume - 5, | Mtr | 648.9 | 648.9 | 100.5 | False | None | None | False | None | False | 65214.45 | 0 | | 3534845 | 127336 | None | code10 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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 For. PVC pipes 110mm dia., 6 kg/sqcm & class 3, (Page no:113 item no.10.1.7) 2023-24 Common SR, BWSSB And KUWS & DB,Volume - 5, | Mtr | 431.55 | 431.55 | 100.5 | False | None | None | False | None | False | 43370.775 | 0 | | 3534846 | 127336 | None | code11 | Providing PVC ringtite pipes conforming to IS 4985:2000 with latest amendments 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 unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe 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 For. PVC pipes 90mm dia., 6 kg/sqcm & class 3, (Page no:113 item no.10.1.6) 2023-24 Common SR, BWSSB And KUWS & DB,Volume - 5, | Mtr | 308.7 | 308.7 | 100.5 | False | None | None | False | None | False | 31024.35 | 0 | | 3534847 | 127336 | None | code12 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for orresponding dia MS flanges should be made in the estimate.)do- For sluice Valve of PN - 10.0 and 150mm (Pg No. 22, It No. 2.23.4) 2023-24 Common SR, BWSSB And KUWS & DB,Volume - 5, | Each | 18364.5 | 18364.5 | 1.0 | False | None | None | False | None | False | 18364.5 | 0 | | 3534848 | 127336 | None | code13 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for orresponding dia MS flanges should be made in the estimate.)do- For sluice Valve of PN - 10.0 and 100mm (Pg No. 22, It No. 2.23.3) 2023-24 Common SR, BWSSB And KUWS & DB,Volume - 5, | Each | 11428.2 | 11428.2 | 1.0 | False | None | None | False | None | False | 11428.2 | 0 | | 3534849 | 127336 | None | code14 | Supplying and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of ductile iron (DI) conforming to IS- 1865 and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 only. The stem sealing should be with toroidal sealing rings (minimum 2 “ O “ rings). Body and bonut should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for orresponding dia MS flanges should be made in the estimate.)do- For sluice Valve of PN - 10.0 and 80 mm (Pg No. 22, It No. 2.23.2) 2023-24 Common SR, BWSSB And KUWS & DB,Volume - 5, | Each | 10912.65 | 10912.65 | 1.0 | False | None | None | False | None | False | 10912.65 | 0 | | 3534850 | 127336 | None | code15 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications. I.No 1.10, Page No.7, PWD Common SR-2023-24 (V-1) | Cum | 168.0 | 168.0 | 54.27 | False | None | None | False | None | False | 9117.36 | 0 | | 3534851 | 127336 | None | code16 | 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 2023-24 Vol:3 P.NO.17 I.No:3.7 | Cum | 110.25 | 110.25 | 84.9375 | False | None | None | False | None | False | 9364.359375 | 0 | | 3534852 | 127336 | None | code17 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work, PWD SR 2023-24 Vol:3 P.NO.17 I.No:3.1 | Cum | 89.25 | 89.25 | 84.9375 | False | None | None | False | None | False | 7580.671875 | 0 | | 3534853 | 127336 | None | code18 | 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 I.No: 4.17 | Cum | 2686.95 | 2686.95 | 84.9375 | False | None | None | False | None | False | 228222.815625 | 0 | | 3534854 | 127336 | None | code19 | 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 2023-24 Vol:3 P.NO.149 I.No: 16.28 | Cum | 7091.7 | 7091.7 | 86.1375 | False | None | None | False | None | False | 610861.30875 | 0 |
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