| 1707374247000 | 0 | None | None | Water supply/sewage lines | Providing and laying UGD Pipeline and Construction of machinehole chambers at Vijayanagara Snake shyam road 5 and 6th cross road, 17th main road 5th cross and Other cross roads of Ward no.20, Mysuru. | 2711655.47 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2505226 | 76166 | None | code01 | Cutting of Asphalt road surface for pipe line trenches and disposing off the excavated stuff as directed including barricading, danger lighting etc., in the following classification | Cum | 935.55 | 935.55 | 51.4 | False | None | None | False | None | False | 48087.27 | 0 | | 2505227 | 76166 | None | code02 | Cutting of Macadam road surface for pipe line trenches and disposing off the excavated stuff as directed including barricading, danger lighting etc., in the following classification | Cum | 856.8 | 856.8 | 77.1 | False | None | None | False | None | False | 66059.28 | 0 | | 2505228 | 76166 | None | code03 | Cutting Cement Concrete Road surface by Machine cutting to demarcate the trench width of the surface. | Cum | 998.55 | 998.55 | 4.8 | False | None | None | False | None | False | 4793.04 | 0 | | 2505229 | 76166 | None | code04 | 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, onstruction of shoring, strutting, barricading, caution lights, bracing, using sight rails and 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 vailable excavated earth locally for the work etc., and all other appurtenances complete in the following strata. In all kinds of soils 0 to 1.5 M depth | Cum | 275.1 | 275.1 | 1000.78 | False | None | None | False | None | False | 275314.578 | 0 | | 2505230 | 76166 | None | code05 | 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, onstruction of shoring, strutting, barricading, caution lights, bracing, using sight rails and 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 vailable excavated earth locally for the work etc., and all other appurtenances complete in the following strata. In all kinds of soils 1.5 to 3.0 M depth | Cum | 347.55 | 347.55 | 114.1 | False | None | None | False | None | False | 39655.455 | 0 | | 2505231 | 76166 | None | code06 | 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, onstruction of shoring, strutting, barricading, caution lights, bracing, using sight rails and 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 vailable excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Ordinary/soft rock (without requiring blasting) 0 to 1.50 M depth | Cum | 476.7 | 476.7 | 250.19 | False | None | None | False | None | False | 119265.573 | 0 | | 2505232 | 76166 | None | code07 | 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, onstruction of shoring, strutting, barricading, caution lights, bracing, using sight rails and 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 vailable excavated earth locally for the work etc., and all other appurtenances complete in the following strata. Ordinary/soft rock (without requiring blasting) 1.5 to 3.0 M depth | Cum | 584.85 | 584.85 | 48.9 | False | None | None | False | None | False | 28599.165 | 0 | | 2505233 | 76166 | None | code08 | Supplying, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing 200 mm dia | Rmtr | 714.0 | 714.0 | 900.0 | False | None | None | False | None | False | 642600.0 | 0 | | 2505234 | 76166 | None | code09 | Supplying, lowering, laying, jointing, testing and commissioning of Glazed Stone Ware Pipes of following dia, conforming to IS 651:1992, IS 4127 with latest amendments, including conveying to work site, caulking with hemp dipped in tar and jointing with CM 1:1.5 using OPC, perfect linking and curing for 10 days and testing with water etc. with all lead, lifts and as per Technical Specifications. The cost to include the cost of all jointing materials, necessary survey works for laying of sewer lines etc. complete. The contractor will make own arrangements for procuring water for testing 250 mm dia | Rmtr | 1012.2 | 1012.2 | 50.0 | False | None | None | False | None | False | 50610.0 | 0 | | 2505235 | 76166 | None | code10 | Supplying 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 and lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or elected 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. for PVC pipes 110mm dia., 6 kg/sqcm and class 3 | Rmtr | 431.55 | 431.55 | 300.0 | False | None | None | False | None | False | 129465.0 | 0 | | 2505236 | 76166 | None | code11 | Supply and delivery at site special moulded variety PVC elbows as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments. 200 mm dia. | Each | 619.5 | 619.5 | 13.0 | False | None | None | False | None | False | 8053.5 | 0 | | 2505237 | 76166 | None | code12 | Supply and delivery at site special moulded variety PVC Tee as per IS 7834/ 1987 and fabricated as per IG124/ 1984 with ISI mark with its latest amendments. 200 mm dia. | Each | 727.65 | 727.65 | 13.0 | False | None | None | False | None | False | 9459.45 | 0 | | 2505238 | 76166 | None | code13 | 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 supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, 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. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.20 M.dia 1.00 M.depth | No | 26248.95 | 26248.95 | 4.0 | False | None | None | False | None | False | 104995.8 | 0 | | 2505239 | 76166 | None | code14 | 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 supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, 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. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.20 M.dia 1.10 M.depth | No | 28570.19 | 28570.19 | 4.0 | False | None | None | False | None | False | 114280.76 | 0 | | 2505240 | 76166 | None | code15 | 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 supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, 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. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.20 M.dia 1.20 M.depth | No | 30891.42 | 30891.42 | 5.0 | False | None | None | False | None | False | 154457.1 | 0 | | 2505241 | 76166 | None | code16 | 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 supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, 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. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.20 M.dia 1.30 M.depth | No | 33212.66 | 33212.66 | 4.0 | False | None | None | False | None | False | 132850.64 | 0 | | 2505242 | 76166 | None | code17 | 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 supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, 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. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.20 M.dia 1.40 M.depth | No | 35533.89 | 35533.89 | 3.0 | False | None | None | False | None | False | 106601.67 | 0 | | 2505243 | 76166 | None | code18 | 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 supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, 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. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.20 M.dia 1.50 M.depth | No | 37855.13 | 37855.13 | 3.0 | False | None | None | False | None | False | 113565.39 | 0 | | 2505244 | 76166 | None | code19 | 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 supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, 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. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.20 M.dia 1.60 M.depth | No | 40176.36 | 40176.36 | 3.0 | False | None | None | False | None | False | 120529.08 | 0 | | 2505245 | 76166 | None | code20 | 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 supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, 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. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.20 M.dia 1.70 M.depth | No | 42497.6 | 42497.6 | 2.0 | False | None | None | False | None | False | 84995.2 | 0 | | 2505246 | 76166 | None | code21 | 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 supplying and fixing SFRC Machinehole frame and cover confoming to IS 12592(Part-I): 1988 and IS 12592(Part-II) :1991 with latest amendments in CC 1:2:4, supplying and fixing of plastic foot steps staggered at 30cms apart as directed, watering, uring,barricading, danger lighting, pouring tar over M.H. frame and cover, cost of tar, shoring, 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. With Table Moulded Bricks and Heavy Duty SFRC Cover and Frame: For 1.2m dia (including frames and cover) Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 1.0 M depth and Heavy duty SFRC cover and frame for 1.20 M.dia 1.80 M.depth | No | 44818.83 | 44818.83 | 2.0 | False | None | None | False | None | False | 89637.66 | 0 | | 2505247 | 76166 | None | code22 | 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 | Cum | 168.0 | 168.0 | 1224.0 | False | None | None | False | None | False | 205632.0 | 0 | | 2505248 | 76166 | None | code23 | Disposal off the excess excavated earth of all types by vehicle including loading, unloading with all lead and lifts, labour, HOM of machineries etc | Cum | 138.6 | 138.6 | 218.47 | False | None | None | False | None | False | 30279.942 | 0 | | 2505249 | 76166 | None | code24 | 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 | 6639.15 | 6639.15 | 4.8 | False | None | None | False | None | False | 31867.92 | 0 |
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