| 1723113706000 | 0 | None | None | Water supply/sewage lines | Construction of Manhole and laying of UGD pipeline and construction of cc drain in ward no 09 Raghavendra colony in Hassan city. | 447933.52 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3725835 | 138209 | None | code01 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead By Mechanical Means Cement Concrete Grade M-15 & M-20 (KPWD SR 2023-24 V-3 P.no: 10, I.no:2.8(ii) A) | Cum | 873.87 | 873.87 | 11.1915 | False | None | None | False | None | False | 9779.916105 | 0 | | 3725836 | 138209 | None | code02 | Earth work excavation for pipeline trenches in all kinds of 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 & bonding rods at every 100 mm whevere necessary as directed, removal of slumps 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 and all other appurtenances to complete in the following strata. Depth exceeding 1.5 m, but not exceeding 3 m ( CSR-2023-24 V-1 I.NO-1.17.2 P.NO-10 ) | Cum | 402.29 | 402.29 | 126.421 | False | None | None | False | None | False | 50857.90409 | 0 | | 3725837 | 138209 | None | code03 | 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 & 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, curing,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 & Medium Duty SFRC Cover & Frame: For 1.2m dia Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 2.0 M depth & Medium duty SFRC cover & frame ( CSR-2023-24 V-5 I.NO-16.40.2 P.NO-201 ) | Nos | 56461.4 | 56461.4 | 3.0 | False | None | None | False | None | False | 169384.2 | 0 | | 3725838 | 138209 | None | code04 | Supplying lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) The rubber seals joints pipe will have groves in interior of socket and exterior of the spigot. The rubber gasket shall be prefixed at the factory by the manufacturer rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials and all necessary survey works for laying of sewers etc., and disposal of debris as directed etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints 230 mm dia. pipes ( CSR-2023-24 V-5 I.NO-16.2.4 P.NO-188 ) | Rmtr | 1137.61 | 1137.61 | 60.0 | False | None | None | False | None | False | 68256.6 | 0 | | 3725839 | 138209 | None | code05 | Lowering laying, jointing, testing and commissioning of following diameters glazed stone ware pipes, conforming to IS 651:1992, (with 5th revision) in all respects jointing with EPDM rubber rings (seals according to EN 681 & ASPM 425) . The rubber gasket shall be fixed rigidly with approved glue to have leak proof joint including conveying of pipe to work site and rolling and lowering into trenches, laying true to line, level and perfect linking at joints testing and commissoning including loading and unloading at both destinations and cuts of pipes wherever necessary including jointing of GSW pipes and specials, with rubber gaskets conforming to EN 681 and ASTM C-425 including cleaning the socket and spigot with soap solution and applying talcum powder for detecting crack, then applying glue and before inserting of rubber gaskets, jacking and fixing in perfect condition including the cost of soap solution, talcum powder and glue etc. and giving necessary hydraulic test to the required pressure of water head with all lead and lifts including costing of jointing materials etc., complete. (Contractor will make his own arrangements for procuring water for testing) with Rubber ring gasket joints ( CSR-2023-24 V-5 I.NO-16.6.4 P.NO-190 ) | m | 178.66 | 178.66 | 60.0 | False | None | None | False | None | False | 10719.6 | 0 | | 3725840 | 138209 | None | code06 | 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 ( CSR-2023-24 V-1 I.NO-1.10 P.NO-7 ) | Cum | 194.46 | 194.46 | 123.8513 | False | None | None | False | None | False | 24084.123798 | 0 | | 3725841 | 138209 | None | code07 | Dismantling of Structures
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead. (ii) By Mechanical Means (B) Prestressed / RCC grade M-20 & above. (SR 2023-24 V-3 P.no: 10, I.no:2.8(ii)B) | Cum | 1346.66 | 1346.66 | 4.76 | False | None | None | False | None | False | 6410.1016 | 0 | | 3725842 | 138209 | None | code08 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off 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, tools & other appurtenaces required to complete the work. (SR 2023-24 V-1 P.no: 5, I.no:1.4.1) | Cum | 294.12 | 294.12 | 7.14 | False | None | None | False | None | False | 2100.0168 | 0 | | 3725843 | 138209 | None | code09 | 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 aggregate (KPWD SR 2023-24 V-1 P.no: 15, I.no:2.1.3 ) | Cum | 7279.03 | 7279.03 | 2.38 | False | None | None | False | None | False | 17324.0914 | 0 | | 3725844 | 138209 | None | code10 | Providing and laying in position Reinforced cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately)M20 Design Mix Using 20mm nominal size graded crushed coarse aggregates (KPWD SR 2023-24 V-1 P.no: 15, I.no:2.2.1 ) | Cum | 9260.12 | 9260.12 | 6.44 | False | None | None | False | None | False | 59635.1728 | 0 | | 3725845 | 138209 | None | code11 | Steel Fabrication
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 All other type of structures (KPWD SR 2023-24 V-1 P.no: 18, I.no:2.11 h ) | Tonne | 96029.96 | 96029.96 | 0.2898 | False | None | None | False | None | False | 27829.482408 | 0 | | 3725846 | 138209 | None | code12 | 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. (KPWD SR 2023-24 V-1 P.no: 7, I.no:1.9 ) | Cum | 323.29 | 323.29 | 2.52 | False | None | None | False | None | False | 814.6908 | 0 | | 3725847 | 138209 | None | code13 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (KPWD SR 2023-24 V-3 P.no: 17, I.no:3.1 ) | Cum | 103.31 | 103.31 | 7.14 | False | None | None | False | None | False | 737.6334 | 0 |
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