| 1710575243000 | 0 | None | None | Other Works | Replacement of UGD line and Construction of CC road in Kasai galli, Mali galli, Azad galli, Bhukari galli, Tenginkar galli, Khatal galli and Replacement of UGD line and Construction of road, Drain in Bhovi galli Belagavi | 20208788.63 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3122444 | 107242 | None | I.No.2.19 Vol-3 SR 23-24 | 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 | Cum | 591.15 | 591.15 | 531.9 | False | None | None | False | None | False | 314432.685 | 0 | | 3122445 | 107242 | None | I.No.1.4.1, Vol-1 SR 2023-24 | 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 pecifications, 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.In all kinds of soils Depth upto 1.5 m | Cum | 266.8 | 266.8 | 546.3 | False | None | None | False | None | False | 145752.84 | 0 | | 3122446 | 107242 | None | I.No.1.4.1, Vol-1 SR 2023-24 | 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 pecifications, 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.Depth exceeding 1.5m, but not exceeding 3 m | Cum | 299.14 | 299.14 | 1192.5 | False | None | None | False | None | False | 356724.45 | 0 | | 3122447 | 107242 | None | I.No. 1.10, Vol-1 SR 2023-24 | 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 | 1696.33 | False | None | None | False | None | False | 284983.44 | 0 | | 3122448 | 107242 | None | I.No. 1.1B, Vol-3, S.R. 2023.24 | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/ Kankar/Moorum. (Tipper 10 m3) | Cum | 124.95 | 124.95 | 574.368 | False | None | None | False | None | False | 71767.2816 | 0 | | 3122449 | 107242 | None | I. No. 1.4(i)A, Vol-3, SR 2023-24 | Cost of Haulage Excluding Loading and Unloading Case-1 : Surfaced Road Taking output 10 t load and lead 10 km = 100 t.km ( I. No. 1.4(i)A, Vol-3, SR 2023-24) | T.Km | 12.6 | 12.6 | 735.192 | False | None | None | False | None | False | 9263.4192 | 0 | | 3122450 | 107242 | None | I. No. 2.1.4, Vol -1, SR 2023-24 | Providing and laying in position 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 machinery, curing, and all the other appurtenances required to complete the work as per technical specifications.Mix 1:3:6 Using 20 mm nominal size raded crushed coarse aggregates. | Cum | 6527.85 | 6527.85 | 68.88 | False | None | None | False | None | False | 449638.308 | 0 | | 3122451 | 107242 | None | I.No.2.4.2 Vol-1, SR 2023-24 | 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 (I.No.2.4.2 Vol-1, SR 2023-24) ( with form works) | Cum | 8962.85 | 8962.85 | 177.84 | False | None | None | False | None | False | 1593953.244 | 0 | | 3122452 | 107242 | None | I.No.2.4.2, Vol-1, SR 2023-24 | 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 | 31.63 | False | None | None | False | None | False | 209996.3145 | 0 | | 3122453 | 107242 | None | I.No.11.32, Vol-2, SR 2023-24 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcement including cost of all materials, machinery, labour, cleaning, straightening, cutting, bending, hooking, aping/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 (I.No.2.11 (h), Vol-1, SR 2023-24) | Tonne | 82961.55 | 82961.55 | 7.7471 | False | None | None | False | None | False | 642711.424005 | 0 | | 3122454 | 107242 | None | I.No.16.1.2 , , Vol-5 SR 2023-24 | Providing, 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. 150 mm dia. pipes (I.No.16.1.2 , , Vol-5 SR 2023-24) | m | 610.05 | 610.05 | 309.0 | False | None | None | False | None | False | 188505.45 | 0 | | 3122455 | 107242 | None | I.No.9.16.6, Vol-5 SR 2023-24 | Providing and installation of Class SN8 Double Wall Corrugated HDPE pipe outer wall corrugated and inner wall smooth piping system in accordance with IS 16098 part 2 and conveying to work site and lowering into trenches, laying true to line and level and perfect linking at joints with the help of two "O" rings and a coupler of suitable size, including loading and unloading at both destination and cutting of pipes where ever necessary including jointing with all labour, all lead and lift including encasing the pipe around to a depth of not less than 15 cm with screened soft soil available from the excavated soil. The testing commissioning including necessary hydraulic test to the required pressure as per ISS shall be done the contractor shall have to make his own arrangement for procuring water for testing etc. complete. SN8 Double Wall Corrugated HDPE pipe sizes of 250 mm dia | m | 1185.45 | 1185.45 | 1550.0 | False | None | None | False | None | False | 1837447.5 | 0 | | 3122456 | 107242 | None | I.No16.3.2, Vol-5 SR 23-24 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey RCC NP3 Class pipe of 300 mm dia | m | 1398.6 | 1398.6 | 300.0 | False | None | None | False | None | False | 419580.0 | 0 | | 3122457 | 107242 | None | I.No 16.28.1, Vol-5 SR 23-24 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete.. Upto 0.30m depth | Each | 8577.45 | 8577.45 | 6.0 | False | None | None | False | None | False | 51464.7 | 0 | | 3122458 | 107242 | None | I.No.16.46.1 , Vol-5 SR 23-24 | 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, 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 cover and frame.For 1.2m dia (I.No.16.46.1 , Vol-5 SR 23-24) | Each | 26248.95 | 26248.95 | 35.0 | False | None | None | False | None | False | 918713.25 | 0 | | 3122459 | 107242 | None | I.No.16.46.2, Vol-5 SR 23-24 | 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, 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. Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 2.0 m depth & Heavy duty SFRC cover & frame(I.No.16.46.2, Vol-5 SR 23-24) | Each | 49461.3 | 49461.3 | 35.0 | False | None | None | False | None | False | 1731145.5 | 0 | | 3122460 | 107242 | None | I.No.16.46.3, Vol-5 SR 21-22 | 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, 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. Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. , 3.0 M depth & Heavy duty SFRC cover & frame (I.No.16.46.3, Vol-5 SR 21-22) | Each | 75314.4 | 75314.4 | 22.0 | False | None | None | False | None | False | 1656916.8 | 0 | | 3122461 | 107242 | None | I.No. 4.10, Vol-3 SR 2023-24 | 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 (ii) For Grading -II Material | Cum | 2688.0 | 2688.0 | 243.0 | False | None | None | False | None | False | 653184.0 | 0 | | 3122462 | 107242 | None | I.No. 4.17, Vol-3 SR 2023-24 | 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. | Cum | 2686.95 | 2686.95 | 562.5 | False | None | None | False | None | False | 1511409.375 | 0 | | 3122463 | 107242 | None | I.No. 16.28, Vol-3, SR 2023-24 | 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. | Cum | 7091.7 | 7091.7 | 1009.8 | False | None | None | False | None | False | 7161198.66 | 0 |
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