| 1707640935000 | 1 | None | None | Other Works | Construction of RCC Drain and Road From MBT Ravi House to NH Main Road,Development of Road from MBT Ravi House to Bajaj showroom Main Road, From Mohan House to Bajaj showroom Main Road, From Murali Reddy House to Bajaj Showroom Main road ,Providing and Laying PVC Pipeline to RT Raghu House Road,From Lakshmana Reddy House to 16th Ward 1st cross,From Sunka reddy land to MR Layout,SLV Bar to Muni reddy house, From NH to Muneshwara temple. Ward No 14,TMC Chandapura Limit. | 2537854.99 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2544655 | 77941 | None | TMC01 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth 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 of machinery & other appurtenances required to complete the work. In all kinds of soils Depth upto 1.5 m | Cum | 97.85 | 97.85 | 205.2 | False | None | None | False | None | False | 20078.82 | 0 | | 2544656 | 77941 | None | TMC02 | 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 and down size graded crushed coarse aggregates | Cum | 6168.67 | 6168.67 | 22.8 | False | None | None | False | None | False | 140645.676 | 0 | | 2544657 | 77941 | None | TMC03 | 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 | 6512.69 | 6512.69 | 55.58 | False | None | None | False | None | False | 361975.3102 | 0 | | 2544658 | 77941 | None | TMC04 | As per recommendation of technical working group, rates fro formwork (centering, shutering and scaffholding) shall be added on percentage basis to the finished concrete item rate. For drain form works consider 35% | Cum | 2279.44 | 2279.44 | 55.58 | False | None | None | False | None | False | 126691.2752 | 0 | | 2544659 | 77941 | None | TMC05 | 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) | Tonne | 81381.33 | 81381.33 | 2.86 | False | None | None | False | None | False | 232750.6038 | 0 | | 2544660 | 77941 | None | TMC06 | Pre-Cast Cover Slab Providing and laying 100mm thick pre-cast cover slabs over drains & Rain pit of width not exceeding 800 mm using M20 concrete reinforced with Micro Alloyed High carbon steel with 3mm - 3ply wired steel @ 2.00 kg/m2, slabs jointed in CM 1:3 proportion and nicely finished Including providing holes in the Cover slabs wherever necessary for easy drainage of surface water including of labour, materials, scaffolding, usage of machinery, curing, lead and lift charges etc, Complete. | Sqm | 955.84 | 955.84 | 169.0 | False | None | None | False | None | False | 161536.96 | 0 | | 2544661 | 77941 | None | TMC07 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 mm. wide at top having depth of 15 mm. as directed by Engineer incharge | Mtr | 164.8 | 164.8 | 760.0 | False | None | None | False | None | False | 125248.0 | 0 | | 2544662 | 77941 | None | TMC08 | 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 appurtenances complete in the following strata.All kinds of soils. Depth upto 1.50 m | Cum | 269.86 | 269.86 | 319.95 | False | None | None | False | None | False | 86341.707 | 0 | | 2544663 | 77941 | None | TMC09 | Supplying PVC ringtite pipes conforming to IS 4985:2000 with latest amendments and conveying to worksite, rolling and lowering into trenches, laying true to line and level and perfect linking at joints, testing and commissioning, including loading unloading at both destinations and cuts of pipes wherever necessary including jointing of PVC pipes and specials (excluding cost of specials) with jointing of approved type, with all labour with all lead & lift including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excavation etc. complete and giving necessary hydraulic test to the required pressure as per ISS (Contractor will make his own arrangements for procuring water for testing) etc. for: PVC pipes 63mm dia., 6 kg/sqcm & class 3 | Mtr | 165.83 | 165.83 | 1040.0 | False | None | None | False | None | False | 172463.2 | 0 | | 2544664 | 77941 | None | TMC10 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ram ming after watering with a lead upto 50 m , and lift upto 1.5 m. Including cost of all labour complete as per specifications | Cum | 164.8 | 164.8 | 319.95 | False | None | None | False | None | False | 52727.76 | 0 | | 2544665 | 77941 | None | TMC11 | 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 | 579.89 | 579.89 | 120.0 | False | None | None | False | None | False | 69586.8 | 0 | | 2544666 | 77941 | None | TMC12 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth 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 of machinery & other appurtenances required to complete the work.In all kinds of soils upto 300 mm depth | Cum | 97.85 | 97.85 | 150.0 | False | None | None | False | None | False | 14677.5 | 0 | | 2544667 | 77941 | None | TMC13 | Loosening, levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | Cum | 108.15 | 108.15 | 90.0 | False | None | None | False | None | False | 9733.5 | 0 | | 2544668 | 77941 | None | TMC14 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300 2 | Cum | 507.79 | 507.79 | 60.0 | False | None | None | False | None | False | 30467.4 | 0 | | 2544669 | 77941 | None | TMC15 | 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 | 90.0 | False | None | None | False | None | False | 237219.3 | 0 | | 2544670 | 77941 | None | TMC16 | Providing and constructing un-reinforced plain cement concrete pavement, thickness as per design, over a preparedsub 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 | 6956.62 | 6956.62 | 90.0 | False | None | None | False | None | False | 626095.8 | 0 | | 2544671 | 77941 | None | TMC17 | Removal of Unserviceable Soil with Disposal up to a suitable distance as directed by the Engineer in charge of work | Cum | 87.55 | 87.55 | 795.15 | False | None | None | False | None | False | 69615.3825 | 0 |
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