| 1710315285000 | 0 | None | None | Buildings | Construction of Cement Concrete Roads and Drains at Right side of Administrative Building in Main Market Yard Malur | 9194977.54 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3032369 | 102182 | None | 001 | Loosening, leveling 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 with all lead & Lift | Cum | 105.0 | 105.0 | 202.5 | False | None | None | False | None | False | 21262.5 | 0 | | 3032370 | 102182 | 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 labor, rolling, water, all materials, usage& all other appurtenances required to complete the work with all lead & Lift | Cum | 474.0 | 474.0 | 607.5 | False | None | None | False | None | False | 287955.0 | 0 | | 3032371 | 102182 | None | 003 | Construction of granular sub-base by providing close graded Material, 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 Grading-V Material with all lead & Lift | Cum | 2487.0 | 2487.0 | 303.75 | False | None | None | False | None | False | 755426.25 | 0 | | 3032372 | 102182 | None | 004 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing with all lead & Lift | Cum | 4920.0 | 4920.0 | 202.5 | False | None | None | False | None | False | 996300.0 | 0 | | 3032373 | 102182 | None | 005 | 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, 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 with all lead & Lift | Cum | 6754.0 | 6754.0 | 378.0 | False | None | None | False | None | False | 2553012.0 | 0 | | 3032374 | 102182 | None | 006 | Providing and fixing in position 25mm dia dowel bars precoated with anticorrosive epoxy paint of required Dia. 600 mm. Long and at 300 mm. C/C and wherever directed including handling, straightening, necessary cutting supported by TMT, chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete with all lead & Lift | No | 380.0 | 380.0 | 224.0 | False | None | None | False | None | False | 85120.0 | 0 | | 3032375 | 102182 | None | 007 | Providing and fixing in position, tie bars precoated with anticorrosive epoxy paint of 12 mm dia. 700 mm. long and at 300 mm. C/C and wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening , supported by assembly of TMT, chairs with proper alignment etc. complete | No | 270.0 | 270.0 | 750.0 | False | None | None | False | None | False | 202500.0 | 0 | | 3032376 | 102182 | None | 008 | Providing and laying of a reinforced cement concrete pipe duct, 300 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings with all lead & Lift | Mtr | 2212.0 | 2212.0 | 67.2 | False | None | None | False | None | False | 148646.4 | 0 | | 3032377 | 102182 | None | 009 | 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 with all lead & Lift | Sqm | 1068.0 | 1068.0 | 135.0 | False | None | None | False | None | False | 144180.0 | 0 | | 3032378 | 102182 | None | 010 | 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 with all lead & Lift | Cum | 102.0 | 102.0 | 625.73 | False | None | None | False | None | False | 63824.46 | 0 | | 3032379 | 102182 | None | 011 | 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 machinery, 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) 1;3;6 (M10 using 20mm nominal size graded crushed coarse aggregates with all lead & Lift | Cum | 6217.0 | 6217.0 | 52.58 | False | None | None | False | None | False | 326889.86 | 0 | | 3032380 | 102182 | None | 012 | 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) 1:2:4 (M20 Design mix using 20mm nominal size graded crushed coarse aggregates with all lead & Lift | Cum | 8536.05 | 8536.05 | 267.3 | False | None | None | False | None | False | 2281686.165 | 0 | | 3032381 | 102182 | None | 013 | Providing Thermo-Mechanically Treated bars of grade Fe-500D or more Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position, binding and anchoring to adjacent members whereever necessary complete as per Design including cost of material, labour, usage charges complete as per specifications. (The laps and wastages shall not be measured separately) with all lead & Lift | MT | 79011.0 | 79011.0 | 16.81 | False | None | None | False | None | False | 1328174.91 | 0 |
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