| 1727161840000 | 0 | None | None | Other Works | Construction of UGD Line From Kumsi House To Badiger House And surrounding Area Of Jagat At Ward No-34 In kalaburagi city. (Category -Others) (Est Cost Rs. 15.00 Lakhs) (15th Finance 2024-25) | 1257134.34 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 4063124 | 157995 | None | 001 | 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 (Common SR Volume-3 2023-24 ,item No. 2.19, P. No.12 ). | Cum | 591.15 | 591.15 | 26.4375 | False | None | None | False | None | False | 15628.528125 | 0 | | 4063125 | 157995 | None | 002 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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. (Common SR Volume-I 2023-24 ,item No. 1.17.1, P. No.10 ). | Cum | 275.1 | 275.1 | 264.38 | False | None | None | False | None | False | 72730.938 | 0 | | 4063126 | 157995 | None | 003 | 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 In all kinds of soils Depth upto 3 m (Common SR Volume-I 2023-24 ,item No. 1.14.1, P. No.9 ). | Cum | 107.1 | 107.1 | 140.63 | False | None | None | False | None | False | 15061.473 | 0 | | 4063127 | 157995 | None | 004 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, horing, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth & Heavy duty SFRC cover & frame (Common SR Volume-V 2023-24 ,item No. 16.46.1, P. No.204 ). | Each | 26248.95 | 26248.95 | 12.0 | False | None | None | False | None | False | 314987.4 | 0 | | 4063128 | 157995 | None | 005 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 foundation using 40mm and down size graded metal of approved quality and with an offset of 0.15m alround the chamber and brick masonry in C.M 1:4 plaster with bricks of approved quality and CM plaster 1:3 proportion 12mm thick inside and outside except for the conical surface outside where the thickness of plaster shall be 20 mm thick, with 1 to 6 slope in the concrete towards the central drain, finished smooth and fixing of pipes in CC 1:2:4 with graded metal of 20 mm and down size including Providing and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 & IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, Providing and fixing of plastic foot steps staggered at 30cms apart as directed, watering, curing,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, horing, strutting, dewatering, engraving Machinehole No. on the inner and outer conical surface etc. as per the drawing with all lead and lift for various diameters and depths noted below Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 2.0 M depth & Heavy duty SFRC cover & frame (Common SR Volume-V 2023-24 ,item No. 16.46.2, P. No.204 ). | Each | 49461.3 | 49461.3 | 3.0 | False | None | None | False | None | False | 148383.9 | 0 | | 4063129 | 157995 | None | 006 | Providing UNPLASTICISED PVC pipes conforming to IS 16098:2013 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 for: Pipes of SN 8, 160mm dia (Common SR Volume-V 2023-24 ,item No. 10.2.10, P. No.114 ). | m | 731.85 | 731.85 | 235.0 | False | None | None | False | None | False | 171984.75 | 0 | | 4063130 | 157995 | None | 007 | 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 (Common SR Volume-I 2023-24 ,item No. 1.10, P. No.07 ). | Cum | 168.0 | 168.0 | 264.38 | False | None | None | False | None | False | 44415.84 | 0 | | 4063131 | 157995 | None | 008 | Providing PVC-U INDIVIDUAL U.G.D House service connection (which shall be laid from inside the customer property ) which includes: a) Supply of PVC-U pipe (b) providing and fixing of 315 mm dia the PE Inspection chambres with lid consisting of inlet & outlet arrangements with base, riser of min. 0.42 m depth which includes earth work, fixing in CC-1:2:4 with appurtenances., complete. (c) civil works like Earthwork excavation for the pipeline trenches for laying of PVC-U pipes for the house connections in all types of soils , disintegrated rock,soft rock, hard rock, including cutting of any road using , crossing drains, compound, Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, c.c. wood work, steel work, including T & P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and stacking the serviceable material with all lifts and lead , restoring the damaged portions inside or outside the property premises, refilling the portions of trenches that are dug open including linking to existing sewer network with appurtenances. complete. 110 mm dia (Common SR Volume-V 2023-24 ,item No. 16.60.1, P. No.208 ). | Each | 8540.7 | 8540.7 | 21.0 | False | None | None | False | None | False | 179354.7 | 0 | | 4063132 | 157995 | None | 009 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
(KPWD Volume-III SR 2023-24 ,item No. 3.6, P. No.17 ). | Cum | 517.65 | 517.65 | 26.44 | False | None | None | False | None | False | 13686.666 | 0 | | 4063133 | 157995 | None | 010 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material (KPWD Volume-III SR 2023-24 ,item No. 4.1 A 5, P. No.23 ). | Cum | 2611.35 | 2611.35 | 17.63 | False | None | None | False | None | False | 46038.1005 | 0 | | 4063134 | 157995 | None | 011 | 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. (KPWD Volume-III SR 2023-24 ,item No. 4.17, P. No.26 ). | Cum | 2686.95 | 2686.95 | 17.625 | False | None | None | False | None | False | 47357.49375 | 0 | | 4063135 | 157995 | None | 012 | 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:383:2016:, 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. (KPWD Volume-III SR 2023-24 ,item No. 16.28, P. No.149 ). | Cum | 7091.7 | 7091.7 | 26.44 | False | None | None | False | None | False | 187504.548 | 0 |
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