1709379361000 | 0 | None | None | Other Works | Drain construction work in Post Office Road Loyal World front road and drain in Mahalakshiomma next to Hosted road and drain, Adarsh side Subhashnagar Library, Ward no. 16, MCC limits, Mysuru | 5912972.19 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2889067 | 94561 | None | 1.12 v1 | 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. In all kinds of soils upto 300 mm depth | Cum | 313.95 | 313.95 | 785.34 | False | None | None | False | None | False | 246557.493 | 0 | 2889068 | 94561 | None | 2.1.2 v1 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates | Cum | 5947.2 | 5947.2 | 134.85 | False | None | None | False | None | False | 801979.92 | 0 | 2889069 | 94561 | None | 2.4.2 v1 | 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 | 7271.45 | 7271.45 | 283.47 | False | None | None | False | None | False | 2061237.9315 | 0 | 2889070 | 94561 | None | 2.11c v1 | Supplying, Fitting and Placing TMT Fe 500 & above
Reinforcement in Foundation / Substructure /
Superstructure complete as per Drawing and Technical
Specifications. | Tonne | 90754.65 | 90754.65 | 14.23 | False | None | None | False | None | False | 1291438.6695 | 0 | 2889071 | 94561 | None | 17.12 v2 | 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. | Cum | 974.4 | 974.4 | 243.0 | False | None | None | False | None | False | 236779.2 | 0 | 2889072 | 94561 | None | 6.1 v3 | 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 14:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 140 kg/ m3 , optimum moisture content to be determined during trial length construction, concrete strength not to be less than 7 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 t vibratory roller, finishing and curing. | Cum | 5166.0 | 5166.0 | 48.0 | False | None | None | False | None | False | 247968.0 | 0 | 2889073 | 94561 | None | 16.27 v3 | 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. | Sqm | 6692.7 | 6692.7 | 32.0 | False | None | None | False | None | False | 214166.4 | 0 | 2889074 | 94561 | None | 4.17 v3 | 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 | 2686.95 | 2686.95 | 56.7 | False | None | None | False | None | False | 152350.065 | 0 | 2889075 | 94561 | None | 5.1 v3 | Providing and applying primer coat with SS1 grade Bitumen
Emulsion on prepared surface of granular base including
cleaning of road surface and spraying primer at the rate of 0.70
kg per m2 using mechanical means. | Sqm | 43.05 | 43.05 | 378.0 | False | None | None | False | None | False | 16272.9 | 0 | 2889076 | 94561 | None | 5.6A v3 | Providing and laying Bituminous Macadam with 120 tph capacity hot mix plant batch type using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.3% by weight of mix, transported to site, laid over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction | Cum | 7912.8 | 7912.8 | 40.5 | False | None | None | False | None | False | 320468.4 | 0 | 2889077 | 94561 | None | 5.3 v3 | Providing and applying tack coat with RS1 Bituminous Emulsion
using emulsion pressure distributor at the rate of 0.20 kg/m2
on the prepared bituminous surface cleaned with mechanical
broom | Sqm | 12.6 | 12.6 | 810.0 | False | None | None | False | None | False | 10206.0 | 0 | 2889078 | 94561 | None | 5.6c v3 | Providing and laying Semi Dense Bituminous Concrete with
40/60 TPH capacity hot mix plant batch type using crushed
aggregates of specified grading premixed with bituminous
binder VG-30 @ 5% by weight of mix and filler, transported to
site, laid over a previously prepared surface with mechanical
paver finisher to the required grade, level and alignment and
rolled as per MoRTH V revision. | Cum | 10659.6 | 10659.6 | 20.25 | False | None | None | False | None | False | 215856.9 | 0 | 2889079 | 94561 | None | 8.15 v3 | Providing and laying of hot applied thermoplastic compound
2.5 mm thick including reflectorising glass beads @ 250 g/
m2 area, thickness of 2.5 mm is exclusive of surface applied
glass beads as per IRC:35:2015.The finished surface to be
level, uniform and free from streaks and holes | Sqm | 556.5 | 556.5 | 40.5 | False | None | None | False | None | False | 22538.25 | 0 | 2889080 | 94561 | None | 3.1 v3 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work | Cum | 89.25 | 89.25 | 842.04 | False | None | None | False | None | False | 75152.07 | 0 |
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