| 1718710546000 | 0 | None | None | Roads | Construction of roads at Unkal Savadatti Oni, Sutagatti Oni, Kurubageri, Kalmeshwar nagar Excluding roads done by PWD of ward No. 36. | 2027100.61 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3303693 | 115211 | None | 001 | 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 ppurtenances complete in the following strata. Depth upto 1.50 m. Vol-1, P No-10, I No-1.17.1 | Cum | 275.1 | 275.1 | 77.35 | False | None | None | False | None | False | 21278.985 | 0 | | 3303694 | 115211 | None | 002 | 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. 230 mm dia pipes. Vol-5, P No-187, I No-16.1.4 | m | 926.1 | 926.1 | 72.8 | False | None | None | False | None | False | 67420.08 | 0 | | 3303695 | 115211 | 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 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. 100 mm dia pipes. Vol-5, P No-187, I No-16.1.1 | m | 388.5 | 388.5 | 39.0 | False | None | None | False | None | False | 15151.5 | 0 | | 3303696 | 115211 | None | 004 | 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. Vol-1, P No-7, I No-1.10 | Cum | 168.0 | 168.0 | 74.26 | False | None | None | False | None | False | 12475.68 | 0 | | 3303697 | 115211 | 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, 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 & Heavy Duty cover and frame.For 1.2m dia internal dia. 1.00 M depth. | Each | 26248.95 | 26248.95 | 7.0 | False | None | None | False | None | False | 183742.65 | 0 | | 3303698 | 115211 | None | 006 | 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 & Heavy Duty cover and frame.For 1.2m dia internal dia. 1.20 M depth. | Each | 30891.42 | 30891.42 | 2.0 | False | None | None | False | None | False | 61782.84 | 0 | | 3303699 | 115211 | None | 007 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. Vol-2, P No-13, I No-6.1 | Cum | 8631.0 | 8631.0 | 2.56 | False | None | None | False | None | False | 22095.36 | 0 | | 3303700 | 115211 | None | 008 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement:4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. Vol-2, P No-41, I No-8.1.1 | Sqm | 267.75 | 267.75 | 45.93 | False | None | None | False | None | False | 12297.7575 | 0 | | 3303701 | 115211 | None | 009 | 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. In all kinds of soils Depth upto 1.5 m. Vol-1, P No-5, I No-1.4.1 | Cum | 254.1 | 254.1 | 24.0 | False | None | None | False | None | False | 6098.4 | 0 | | 3303702 | 115211 | None | 010 | 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 (M10) Using 40 mm nominal size graded crushed coarse aggregates. Vol-1, P No-15, I No-2.1.3 | Cum | 6288.45 | 6288.45 | 30.0 | False | None | None | False | None | False | 188653.5 | 0 | | 3303703 | 115211 | None | 011 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. 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, 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. Vol-1, P No-16, I No-2.3.1 | Cum | 6639.15 | 6639.15 | 12.63 | False | None | None | False | None | False | 83852.4645 | 0 | | 3303704 | 115211 | None | 012 | 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 Vol-1, P No-18, I No-2.11h | Tonne | 82961.55 | 82961.55 | 0.57 | False | None | None | False | None | False | 47288.0835 | 0 | | 3303705 | 115211 | None | 013 | Providing and removing centering, shuttering, strutting, propping etc., and removal of form work. For drains concrete including cost of all materials. Vol-1, P No-Cor-3, I No-2 | Cum | 2323.7 | 2323.7 | 12.63 | False | None | None | False | None | False | 29348.331 | 0 | | 3303706 | 115211 | None | 014 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & leveling the ground for all works other than foundation & depth in all kinds of soil not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter 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 & other appurtenances required to complete the work. Vol-1, P No-5, I No-1.1 | Sqm | 95.55 | 95.55 | 180.0 | False | None | None | False | None | False | 17199.0 | 0 | | 3303707 | 115211 | None | 015 | 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 M20 (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. Vol-3, P No-148, I No-16.27 | Cum | 6692.7 | 6692.7 | 171.33 | False | None | None | False | None | False | 1146660.291 | 0 | | 3303708 | 115211 | None | 016 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 & IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) Vol-3, P No-51, I No-6.8.2 | Sqm | 1121.4 | 1121.4 | 32.2 | False | None | None | False | None | False | 36109.08 | 0 | | 3303709 | 115211 | None | 017 | Providing and constructing load bearing wall with Solid Concrete blocks of size 400x200x200mm having block density more than 1800kg/m3 and minimum compressive strength of 4.00 N/mm2 conforming to IS 2185 (Part - I) - 2005 and constructed with CM 1:4 as per IS 2572:2005 including cost of all materials, labour, scaffolding and curing, usage charges of machinery etc complete as per specifications. Vol-2, P No-17, I No-6.32 | Sqm | 1375.5 | 1375.5 | 10.8 | False | None | None | False | None | False | 14855.4 | 0 | | 3303710 | 115211 | None | 018 | 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. Vol-5, P No-198, I No-16.28.1 | Each | 8577.45 | 8577.45 | 5.0 | False | None | None | False | None | False | 42887.25 | 0 | | 3303711 | 115211 | None | 019 | Supply and fixing of SFRC machinhole cover (Heavy Duty) made as per IS to suit existing damaged machinhole cover after removing the debries from inside and outside the existing machinhole etc. with all lead and lifts. Vol-5, P No-208, I No-16.61.2 | Each | 1294.65 | 1294.65 | 5.0 | False | None | None | False | None | False | 6473.25 | 0 | | 3303712 | 115211 | None | 020 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to steel windows by welding. Vol-2, P No-86, I No-11.34A | Kg | 176.4 | 176.4 | 64.8 | False | None | None | False | None | False | 11430.72 | 0 |
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