1724133171000 | 0 | None | None | Other Works | Regarding laying of ugd line beside Khairati house at karigar oni & construction of C D | 844944.29 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3816025 | 144973 | None | 001 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 min volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately. vol3 page no 12 item no 2.19
| Cum | 591.15 | 591.15 | 21.75 | False | None | None | False | None | False | 12857.5125 | 0 | 3816026 | 144973 | None | 002 | 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. Depth exceeding 1.5 m, but not exceeding 3 m. vol1 page 10 item no 1.17.2
| Cum | 347.55 | 347.55 | 192.13 | False | None | None | False | None | False | 66774.7815 | 0 | 3816027 | 144973 | None | 003 | 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 ecifications. 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. 230 mm dia. pipes. vol5 page no 187 item no 16.1.4
| m | 926.1 | 926.1 | 72.5 | False | None | None | False | None | False | 67142.25 | 0 | 3816028 | 144973 | None | 004 | 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 ecifications. 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. 100 mm dia. pipes. vol5 page no 187 item no 16.1.1
| m | 388.5 | 388.5 | 10.8 | False | None | None | False | None | False | 4195.8 | 0 | 3816029 | 144973 | None | 005 | Wet Mix Macadam (Plant Mix Method)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 aver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.vol3 page no 9 item no 4.17
| Cum | 2686.95 | 2686.95 | 21.75 | False | None | None | False | None | False | 58441.1625 | 0 | 3816030 | 144973 | None | 006 | 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. vol1 page no7 item no1.1
| Cum | 168.0 | 168.0 | 162.17 | False | None | None | False | None | False | 27244.56 | 0 | 3816031 | 144973 | None | 007 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 oundation 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 2592(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. Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. 2.60 M depth & Medium duty SFRC cover & frame vol 5 page no 204 item no 16.40.2
| Each | 64290.24 | 64290.24 | 4.0 | False | None | None | False | None | False | 257160.96 | 0 | 3816032 | 144973 | None | 008 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 oundation 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 2592(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. Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. 2.70 M depth & Medium duty SFRC cover & frame vol5 page no 204 item no 16.40.2
| Each | 66875.66 | 66875.66 | 1.0 | False | None | None | False | None | False | 66875.66 | 0 | 3816033 | 144973 | None | 009 | Providing and constructing of Machinehole chambers conical in shape at top with CC 1:3:6 oundation 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 2592(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. Constructing Table Moulded Bricks Machinehole 1.2 m internal dia. 2.90 M depth & Medium duty SFRC cover & frame vol5 page no 204 item no 16.40.2 | Each | 72046.49 | 72046.49 | 2.0 | False | None | None | False | None | False | 144092.98 | 0 | 3816034 | 144973 | None | 010 | 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. Prestressed / RCC grade M-20 & above.vol 3 page no8 item no 2.8B
| Cum | 1163.4 | 1163.4 | 6.02 | False | None | None | False | None | False | 7003.668 | 0 | 3816035 | 144973 | None | 011 | Earth work excavation by manual means for drains,canals, waste weir, draft, approach channels, key trenches, foundation of 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 .In all kinds of soils Depth upto 1.5 m. vol1.00 page no 5.00 item no 1.4.1
| Cum | 254.1 | 254.1 | 19.6 | False | None | None | False | None | False | 4980.36 | 0 | 3816036 | 144973 | None | 012 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates. vol 1 page no 15 item no 2.1.2
| Cum | 5947.2 | 5947.2 | 2.35 | False | None | None | False | None | False | 13975.92 | 0 | 3816037 | 144973 | None | 013 | Providing and laying in position Reinforced 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 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 paid separately) M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates.vol1 page no 17 item no 2.4.2
| Cum | 6639.15 | 6639.15 | 9.77 | False | None | None | False | None | False | 64864.4955 | 0 | 3816038 | 144973 | None | 014 | Additionalities for Formwork, Centering & Scaffolding. Foundation, Sub structure of Cross drainages 35 percentage to be added to the finished rates of concrete. Cement Concrete Drain Wall & Slab .vol1 page no 111 item no 4
| Cum | 2323.7 | 2323.7 | 8.26 | False | None | None | False | None | False | 19193.762 | 0 | 3816039 | 144973 | None | 015 | 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.vol1 page no 18 item no 2.11 h
| t | 82961.55 | 82961.55 | 0.31 | False | None | None | False | None | False | 25718.0805 | 0 | 3816040 | 144973 | None | 016 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work.vol3 page no 17 item no 3.1
| Cum | 89.25 | 89.25 | 49.55 | False | None | None | False | None | False | 4422.3375 | 0 |
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