| 1706936317000 | 0 | None | None | Roads | construction of cc road and drain from yellapura main road from siddeshwara nagara arch to over head tank 2) construction of cc road and drain from yellapura main road to kempegowda sourharda bank road 3) construction of cc road and drain from yellapura main road to vigneshwara hospital road 4) construction of Asphalt road and cc drain and deck slab for Ajjappana halli cross roads of 6,8,9 | 9897533.94 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 2412281 | 72172 | None | R01 | Earth work excavation by manual means for drains,canals, waste weir,draft, approach channels, key trenches, foundation of bridges and such simillar works in all kinds of soils , as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter,excavated surface leveled and sides neatly dressed disposing off 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 & other appurtenaces required to complete the work. 1.4.1 In all kinds of soils Depth upto 1.5 m (P.No. 5, I.No. 1.4.1, Vol-1) | Cum | 285.6 | 285.6 | 722.75 | False | None | None | False | None | False | 206417.4 | 0 | | 2412282 | 72172 | None | R02 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations and other similar works etc. in layers not exceeding20cm in depth, consolidating each deposited layer by ramming andwatering, lead up to 50 m and lift upto 1.5 m. (P.No. 7, I.No. 1.9, Vol-1) | Cum | 510.9 | 510.9 | 209.25 | False | None | None | False | None | False | 106905.825 | 0 | | 2412283 | 72172 | None | R03 | 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) 2.1.2 Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarseaggregates (P.No. 15, I.No. 2.1.2, Vol-1) | Cum | 6882.0 | 6882.0 | 95.6 | False | None | None | False | None | False | 657919.2 | 0 | | 2412284 | 72172 | None | R04 | 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) 2.4.2 M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (P.No. 16 & 17, I.No. 2.4.2, Vol-1) | Cum | 7461.0 | 7461.0 | 207.9 | False | None | None | False | None | False | 1551141.9 | 0 | | 2412285 | 72172 | None | R05 | 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. (P.No. 18, I.No. 2.12 , Vol-1) | Tonne | 93233.0 | 93233.0 | 10.33 | False | None | None | False | None | False | 963096.89 | 0 | | 2412286 | 72172 | None | R06 | As per the recomandations of the techinical working group, rates for the form work shall be added on percentage basis to the finished concrete item rate. For drain work @ 5% (P.No.A- 7, I.No. 22.2, Vol-2 ) | Sqm | 373.1 | 373.1 | 207.9 | False | None | None | False | None | False | 77567.49 | 0 | | 2412287 | 72172 | None | R07 | 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. (P.No. 8, I.No. 1.12, Vol-1) | Cum | 112.1 | 112.1 | 1048.95 | False | None | None | False | None | False | 117587.295 | 0 | | 2412288 | 72172 | None | R08 | 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 labour,rolling,water, all materials,usage& all other appurtenaces required to complete the work. (P.No. 7, I.No. 1.8, Vol-1)CUM | Cum | 559.3 | 559.3 | 897.0 | False | None | None | False | None | False | 501692.1 | 0 | | 2412289 | 72172 | None | R09 | Providing, laying, spreading and compacting graded stone maggregate 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. (P.No. 24, I.No. 4.17, Vol-3) | Cum | 3276.0 | 3276.0 | 473.69 | False | None | None | False | None | False | 1551808.44 | 0 | | 2412290 | 72172 | None | R10 | Construction of un-reinforced plain cement concrete pavement using RMC M-30 grade with OPC @ 270 kg/m3 and GGBS@ 90 kg/m3 (75:25 proportion) as per approved mix design procedure and thickness as per design, over a prepared sub base. The superplastisiser confirming to IS 9103-1999 Reaffirmed-2008 ,Coarse aggregates and Fine aggregate confirming to IS:383-2016, transported to site, laid in approved fixed side form work (steelchannel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work). Spreading the concrete with shovels, rackers and compacted using needle, suitable plate vibrator and finished in a continuous operation including provision of separation membrane and Hessian cloth finishing to lines and grades complete including cost of all materials, labour, all lead & lift, loading charges as per specification & direction of Engineer - incharge of the work. (Groove cutting shall be paid seperately) PWD SR 2021-22 Vol:3 P.N 51 I.No 6.69 (BR-6774*AW-3%=203.22 Total Rate= 6977.22 ) | Cum | 7993.0 | 7993.0 | 412.5 | False | None | None | False | None | False | 3297112.5 | 0 | | 2412291 | 72172 | None | R11 | 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 andcompacted to meet requirement of table No. 300-2 PWD SR 2023-24 Vol:3 P.N 17 I.No 3.6 | Cum | 581.7 | 581.7 | 310.0 | False | None | None | False | None | False | 180327.0 | 0 | | 2412292 | 72172 | None | R12 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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. Vol-I/P.10/1.17.1 | Cum | 309.2 | 309.2 | 202.5 | False | None | None | False | None | False | 62613.0 | 0 | | 2412293 | 72172 | None | R13 | 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 ointing 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 90mm dia., 6 kg/sqcm & class 3 (I.No.10.1.6, Pg.no.134, V-5 2021-22 (BR-294 AW-3%(8.82)=Total Rate= 302.82) | Cum | 346.9 | 346.9 | 600.0 | False | None | None | False | None | False | 208140.0 | 0 | | 2412294 | 72172 | None | R14 | 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 Vol:1/P.No-7/ I.No-1.10 | Cum | 188.8 | 188.8 | 202.5 | False | None | None | False | None | False | 38232.0 | 0 | | 2412295 | 72172 | None | R15 | 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. (P.No. 29, I.No. 5.1, Vol-3) BASIC RATE= 41/CUM ADD 3% AV i.e= 1.23 Total rs = 42.23 | Cum | 48.38 | 48.38 | 1031.25 | False | None | None | False | None | False | 49891.875 | 0 | | 2412296 | 72172 | None | R16 | Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.25 kg/m2 on Granular Surface. (P.No.43, I.No. 5.33, Vol-3) BASIC RATE= 15/CUM ADD 3% AV i.e= 0.45 Total rs =15.45 | Sqm | 17.7 | 17.7 | 1031.25 | False | None | None | False | None | False | 18253.125 | 0 | | 2412297 | 72172 | None | R17 | 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.(P.No. 43, I.No. 5.31 , Vol-3) BASIC RATE= 10152/CUM ADD 3% AV i.e= 304.56 Total rs = 10456.56 | Cum | 11979.36 | 11979.36 | 25.78 | False | None | None | False | None | False | 308827.9008 | 0 |
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