| 1717151416000 | 0 | None | None | Roads | Package No.08 (1) Development road from Chikkaballapura road to Vegetable saling man house at ward no.31 (2) Development road from Momintaj house to Govindappa house at ward no.15 (3) Construction of Drain from Idagur road Afthab house to Painter DC house at ward no.13 in the limits of CMC gowribidnaur | 930011.98 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3211323 | 110544 | None | 001 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
| Cum | 1059.87 | 1059.87 | 6.84 | False | None | None | False | None | False | 7249.5108 | 0 | | 3211324 | 110544 | None | 002 | Dismantling stone slab flooring laid in cement mortar including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.
| Sqm | 186.43 | 186.43 | 111.6 | False | None | None | False | None | False | 20805.588 | 0 | | 3211325 | 110544 | None | 003 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights,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 appurtenaces required to complete the work In all kinds of soils Depth upto 3 m
| Cum | 105.06 | 105.06 | 66.6 | False | None | None | False | None | False | 6996.996 | 0 | | 3211326 | 110544 | None | 004 | PCC (1:3:6) 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 nominal size graded crushed coarse aggregates
| Cum | 6168.67 | 6168.67 | 12.47 | False | None | None | False | None | False | 76923.3149 | 0 | | 3211327 | 110544 | None | 005 | 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 | 8792.13 | 8792.13 | 25.7 | False | None | None | False | None | False | 225957.741 | 0 | | 3211328 | 110544 | None | 006 | 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
| Tonne | 88792.18 | 88792.18 | 1.2937 | False | None | None | False | None | False | 114870.443266 | 0 | | 3211329 | 110544 | None | 007 | 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 | 37.54 | False | None | None | False | None | False | 10285.2092 | 0 | | 3211330 | 110544 | None | 008 | 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 | 61.83 | False | None | None | False | None | False | 6050.0655 | 0 | | 3211331 | 110544 | None | 009 | Construction of granular sub-base using crusher run spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401
| Cum | 2372.09 | 2372.09 | 37.67 | False | None | None | False | None | False | 89356.6303 | 0 | | 3211332 | 110544 | None | 010 | 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 | 5067.6 | 5067.6 | 15.29 | False | None | None | False | None | False | 77483.604 | 0 | | 3211333 | 110544 | None | 011 | Construction of M40 Grade un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base in recommended proportions, coarse and fine aggregate conforming to IS 383:2016, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design transported to site, laid with a slip form paver finisher, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures, curing compound, steel channels, finishing to lines and grades as per drawing. OPC @ 420 kg/m3 | Cum | 9332.83 | 9332.83 | 16.87 | False | None | None | False | None | False | 157444.8421 | 0 | | 3211334 | 110544 | None | 012 | Cutting transverse contraction joints 3 to 4 mm wide and depth 60mm in concrete slab using concrete cutting machine with diamond studded saw within 4-8 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 | 72.1 | 72.1 | 37.8 | False | None | None | False | None | False | 2725.38 | 0 | | 3211335 | 110544 | None | 013 | 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 | 20.25 | False | None | None | False | None | False | 53374.3425 | 0 | | 3211336 | 110544 | None | 014 | 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/m2 using mechanical means.
| Sqm | 42.23 | 42.23 | 120.0 | False | None | None | False | None | False | 5067.6 | 0 | | 3211337 | 110544 | None | 015 | 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 | 7762.08 | 7762.08 | 6.0 | False | None | None | False | None | False | 46572.48 | 0 | | 3211338 | 110544 | None | 016 | 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 | 12.36 | 12.36 | 120.0 | False | None | None | False | None | False | 1483.2 | 0 | | 3211339 | 110544 | None | 017 | Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.
| Cum | 9121.68 | 9121.68 | 3.0 | False | None | None | False | None | False | 27365.04 | 0 |
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