| 1707447836000 | 0 | None | None | Roads | Construction of UGD line, CC Drain and CC Road for Muneshwara temple road in ward no 04 at TMC Bommasandra limits. | 2219231.63 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2523771 | 76977 | None | 001 | Earth work in surface excavation for stripping, seating of bund, Road way, by manual means for lowering & levelling 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 up to 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. | Sqm | 93.73 | 93.73 | 696.0 | False | None | None | False | None | False | 65236.08 | 0 | | 2523772 | 76977 | None | 002 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with all lifts and lead, transportation to site, spreading, grading to required slope and compacting to meet the requirement complete as per specifications, including cost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work. | Cum | 488.22 | 488.22 | 139.2 | False | None | None | False | None | False | 67960.224 | 0 | | 2523773 | 76977 | None | 003 | A 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 paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. | Cum | 2635.77 | 2635.77 | 87.0 | False | None | None | False | None | False | 229311.99 | 0 | | 2523774 | 76977 | None | 004 | 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, 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 | 6956.62 | 6956.62 | 87.0 | False | None | None | False | None | False | 605225.94 | 0 | | 2523775 | 76977 | None | 005 | Earth work excavation by manual means for drains,canals, waste weir draft, approach channels, key trench, foundation of Bridges and such similar works, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, excavated surface leveled and sides neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. 1.5.1 In ordinary/soft rock without blasting upto 1.5 m depth | Cum | 323.37 | 323.37 | 132.0 | False | None | None | False | None | False | 42684.84 | 0 | | 2523776 | 76977 | None | 006 | 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) 2.1.5 Mix 1:3:4 (M10) Using 40 mm nominal size graded crushed coarse aggregates | Cum | 6340.68 | 6340.68 | 18.9 | False | None | None | False | None | False | 119838.852 | 0 | | 2523777 | 76977 | None | 007 | 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.a. Buildings | MT | 92140.71 | 92140.71 | 2.521 | False | None | None | False | None | False | 232286.72991 | 0 | | 2523778 | 76977 | None | 008 | 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) 2.2.1 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates | Cum | 8742.07 | 8742.07 | 37.8 | False | None | None | False | None | False | 330450.246 | 0 | | 2523779 | 76977 | None | 009 | Loading and Unloading of Stone Boulder/Stone aggregates Sand/ Kankar/ Moorum. (Tipper 10 m3) Taking output 10 t load and lead 10 km = 100 t.km (ii) Case-II : Unsurfaced Gravelled Road | Cum | 136.99 | 136.99 | 132.0 | False | None | None | False | None | False | 18082.68 | 0 | | 2523780 | 76977 | None | 010 | 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. 1.17.1 All kinds of soils. Depth upto 1.50 m | Cum | 269.86 | 269.86 | 187.02 | False | None | None | False | None | False | 50469.2172 | 0 | | 2523781 | 76977 | None | 011 | Providing 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 .2.4 230 mm dia. pipes | Mtr | 964.08 | 964.08 | 130.0 | False | None | None | False | None | False | 125330.4 | 0 | | 2523782 | 76977 | None | 012 | 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. 16.1.1 100 mm dia. pipes (This is for house service connection only) | Rmtr | 381.1 | 381.1 | 6.0 | False | None | None | False | None | False | 2286.6 | 0 | | 2523783 | 76977 | None | 012 | 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 Laterite Bricks & Medium Duty cover and frame.For 16.42.2 Constructing Table Moulded Bricks Machinehole 1.5 m internal dia. , 2.0 M depth & Medium duty SFRC cover & frame | Each | 40718.99 | 40718.99 | 5.0 | False | None | None | False | None | False | 203594.95 | 0 | | 2523784 | 76977 | None | 014 | 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 cost187.02 of all labour complete as per specifications | Cum | 164.8 | 164.8 | 187.02 | False | None | None | False | None | False | 30820.896 | 0 | | 2523785 | 76977 | None | 015 | Providing, Laying and Fixing of GI pipes conforming to IS 1239:1990 with latest amendments complete with GI fittings (excluding the cost of fittings) with cuts and threads wherever necessary, including testing for water tightness, with all lead and commissioning. (contractor will make his own arrangements for procuring water for testing) For:Heavy Duty GI Pipe etc. complete.11.3.6 Heavy Duty GI pipe of 50mm dia | Rmtr | 699.37 | 699.37 | 120.0 | False | None | None | False | None | False | 83924.4 | 0 | | 2523786 | 76977 | None | 016 | Providing wrought mild steel (galvanized) GI collar confirming to IS 1239-II, 1991 with latest amendments if any. 11.6.6 For 50 mm dia GI collar: | Each | 275.01 | 275.01 | 20.0 | False | None | None | False | None | False | 5500.2 | 0 | | 2523787 | 76977 | None | 016 | Supply and delivery at site wrought middle steel (galvanized) GI elbow confirming to IS 1239-II, 1991 with latest amendments if any for: 11.7.6 For 50 mm dia GI elbow | Each | 275.01 | 275.01 | 10.0 | False | None | None | False | None | False | 2750.1 | 0 | | 2523788 | 76977 | None | 018 | Supply and delivery at site gate valves confirming to Class-I as per IS 778 with latest amendments, 1 No. screwed in bonnet inside screw, rising spring spindle integral seat screwed females ends confirming to IS 554/ 1990 body hydraulically tested 1.5HP seat standard tested 1 HP with IS mark. | Each | 1738.64 | 1738.64 | 2.0 | False | None | None | False | None | False | 3477.28 | 0 |
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