1709885339000 | 0 | None | None | Other Works | Construction of drain work in Bannimantap main road A layout 1st cross road and drain work in lingayat burial ground ward no.17 | 4025097.96 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2969128 | 98282 | None | code1.14.1 | 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(Common SR (Volume -1)-2023-24 Item No.1.14.1 Page No. 8) | Sqm | 107.1 | 107.1 | 655.36 | False | None | None | False | None | False | 70189.056 | 0 | 2969129 | 98282 | None | code1.1a | Loading and Unloading of Stone Boulder/Stone aggregates/Sand/Kankar/Moorum.
(Tipper 5.5 m3) (Common SR (Volume -3)-2023-24 Item No.1.1 a Page No. 5) | Cum | 141.75 | 141.75 | 655.36 | False | None | None | False | None | False | 92897.28 | 0 | 2969130 | 98282 | None | code2.1.2 | 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. (Common SR (Volume -1)-2023-24 Item No.1.8 Page No.7) | Cum | 5947.2 | 5947.2 | 32.99 | False | None | None | False | None | False | 196198.128 | 0 | 2969131 | 98282 | None | code2.3.1 | 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( M5) Using 40 mm nominal size graded crushed coarse aggregates(Common SR (Volume -3)-2023-24 Item No2.1.2 Page No.15) | Cum | 7966.98 | 7966.98 | 88.34 | False | None | None | False | None | False | 703803.0132 | 0 | 2969132 | 98282 | None | ciode11.32 | 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) (PWD CSR Vol-2 of 2021-22, Pg no-84, Si no-11.32) | Kg | 100.8 | 100.8 | 3529.13 | False | None | None | False | None | False | 355736.304 | 0 | 2969133 | 98282 | None | code1 | 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. | Sqm | 1228.5 | 1228.5 | 178.5 | False | None | None | False | None | False | 219287.25 | 0 | 2969134 | 98282 | None | code4.17 | 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 (Common SR (Volume -3)-2023-24 Item No4.17 Page No.26). | Cum | 2686.95 | 2686.95 | 374.24 | False | None | None | False | None | False | 1005564.168 | 0 | 2969135 | 98282 | None | code5.1 | 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 0.90 kg per m2 using mechanical means.(Common SR (Volume -3)-2023-24 Item No5.1 Page No.31). | Sqm | 43.05 | 43.05 | 1871.2 | False | None | None | False | None | False | 80555.16 | 0 | 2969136 | 98282 | None | code5.8 | Providing and laying Bituminous Macadam with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading premixed with bituminous binder VG-30 @ 3.4% 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 (Common SR (Volume -3)-2023-24 Item No5.8Page No.33). | Cum | 8044.05 | 8044.05 | 93.56 | False | None | None | False | None | False | 752601.318 | 0 | 2969137 | 98282 | None | code5.3 | 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 (Common SR (Volume 3)-2023-24 Item No5.3()Page No.31). | Sqm | 12.6 | 12.6 | 1871.2 | False | None | None | False | None | False | 23577.12 | 0 | 2969138 | 98282 | None | code5.31 | 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.(Common SR (Volume -3)-2023-24 Item No5.31Page No.43) | Cum | 10659.6 | 10659.6 | 46.78 | False | None | None | False | None | False | 498656.088 | 0 | 2969139 | 98282 | None | code8.15 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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..(Common SR (Volume -3)-2023-24 Item No8.15 Page No.67) | Sqm | 556.5 | 556.5 | 46.78 | False | None | None | False | None | False | 26033.07 | 0 |
|