1724935220000 | 0 | None | None | Roads | Developments and Construction of Roads and Drains, Storm water drains works in Maddur TMC Limits Mandya District under Amrutha Nagarothana (Municipaity)-4 Projects Package-2 | 4001008.01 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3881190 | 149042 | None | PageNo. 15 Item No.3.7 VOL 3 | 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 | Cum | 108.15 | 108.15 | 616.05 | False | None | None | False | None | False | 66625.8075 | 0 | 3881191 | 149042 | None | PageNo. 26 Item No.4.17 VOL 3 | 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 | 308.03 | False | None | None | False | None | False | 811896.2331 | 0 | 3881192 | 149042 | None | PageNo. 17 Item No.3.6 VOL 3 | 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 | 69.39 | False | None | None | False | None | False | 35235.5481 | 0 | 3881193 | 149042 | None | PageNo. 149 Item No.16.28 VOL 3 | 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:383:2016:, 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 | 298.28 | False | None | None | False | None | False | 2075020.6136 | 0 | 3881194 | 149042 | None | PageNo. 198 Item No 16.28.1 VOL -V | 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 | Each | 8414.07 | 8414.07 | 14.0 | False | None | None | False | None | False | 117796.98 | 0 | 3881195 | 149042 | None | ITEM NO 1.17.1 PG NO 10 VOL 1 | 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 | 73.71 | False | None | None | False | None | False | 19891.3806 | 0 | 3881196 | 149042 | None | PageNo. 120 Item No 10.14.10 VOL-V | Providing and installing at site of work P.V.C. pipes including cost of pipes and specials and labour, including lowering into trenches, laying true to line, level and perfect linking at joints leak proof including jointing of approved type with all labour charges and all lift charges, handling charges including encasing the pipe around to a depth not less than 15 cms with gravel or selected earth available from the excavation etc. complete.90mm(weight of pipe -1.313 kg) | m | 265.74 | 265.74 | 91.0 | False | None | None | False | None | False | 24182.34 | 0 | 3881197 | 149042 | None | PageNo. 7 Item No 1.10 VOL.1 | 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 | Cum | 164.8 | 164.8 | 73.7 | False | None | None | False | None | False | 12145.76 | 0 | 3881198 | 149042 | None | PageNo. 121 Item No 10.15.1 VOL.V | Lowering, laying true to line and level of PVC Ringtite / PVC Pipes and cuts of pipes wherever necessary including jointing of pipes and specials with jointing of approved type, with all labour with 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 and commissioning (Contractor will make his own arrangements for procuring water for testing) etc. complete for | m | 21.63 | 21.63 | 91.0 | False | None | None | False | None | False | 1968.33 | 0 | 3881199 | 149042 | None | ITEM NO 2.8 (ii)a PG NO 6 VOL 1 | 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. By Mechanical Means | Cum | 740.57 | 740.57 | 14.75 | False | None | None | False | None | False | 10923.4075 | 0 | 3881200 | 149042 | None | ITEM NO 1.5.1 PG NO 6 VOL 1 | 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 up to 1.5 m including cost of labour, tools, usage & other appurtenances required to complete the work. In ordinary/soft rock without blasting up to 1.5 m depth | Cum | 307.97 | 307.97 | 60.0 | False | None | None | False | None | False | 18478.2 | 0 | 3881201 | 149042 | None | ITEM NO 2.1.2 PG NO 15 VOL 1 | 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 | Cum | 5833.92 | 5833.92 | 5.925 | False | None | None | False | None | False | 34565.976 | 0 | 3881202 | 149042 | None | ITEM NO 2.4.1 PG NO 16 VOL 1 | 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 20mm nominal size graded crushed coarse aggregates | Cum | 8792.13 | 8792.13 | 45.75 | False | None | None | False | None | False | 402239.9475 | 0 | 3881203 | 149042 | None | ITEM NO 2.11 (h) PG NO 18 VOL 1 | Steel Fabrication 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 | MT | 81381.33 | 81381.33 | 1.335 | False | None | None | False | None | False | 108644.07555 | 0 | 3881204 | 149042 | None | PageNo. 7 Item No.1.9 VOL 1 | KSRB 2.3 : Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Cum | 273.98 | 273.98 | 14.0 | False | None | None | False | None | False | 3835.72 | 0 | 3881205 | 149042 | None | PageNo.192 Item No.16.19 VOL III | The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains as per technical specification Clause 1908. | m | 6.18 | 6.18 | 726.0 | False | None | None | False | None | False | 4486.68 | 0 | 3881206 | 149042 | None | PageNo.177 Item No.17.14 VOL II | Providing and laying 100mm thick pre-cast cover slabs over Road side drains / utility ducts / Rain water harvesting pit of width not exceeding 1000 mm using M20 concrete reinforced with TMT bars Fe 550 @ 6kg/ 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 | 1205.1 | 1205.1 | 210.0 | False | None | None | False | None | False | 253071.0 | 0 |
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