| 1717830381000 | 0 | None | None | Other Works | Development of madhvaraja 5th main 1st cross construction of drain and installation of slab muslim moula road Asphalting madhvaraja 6th main 1st cross road construction of concrete madhvaraja 5th cross manjunatha house to sarojini house road in Kola ward (SC) | 1780228.3 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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| 3250446 | 112495 | None | code01 | 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 PWD SR 2023-24 Vol:1 P.NO.36 I.No:1.12 | Cum | 106.4 | 106.4 | 92.75 | False | None | None | False | None | False | 9868.6 | 0 | | 3250447 | 112495 | None | code02 | Cutting of Trees, excluding removal of stumps and roots of trees(Pg 7, Item No. 2.10 Vol 3 PWDSR 2023-24) Girth from 900 mm to 1800 mm | Each | 1547.84 | 1547.84 | 30.0 | False | None | None | False | None | False | 46435.2 | 0 | | 3250448 | 112495 | None | code03 | Construction of rock fill embankment with broken hard rockfragments of size not exceeding 300 mm laid in layers notexceeding 500 mm thick including filling of surface voids withstone spalls, blinding top layer with granular material, rolled with vibratory road roller, all complete as per clause 313. PWD SR 2023-24 Vol:1 P.NO.6.No:3.12 vol-3. | Cum | 163.52 | 163.52 | 540.0 | False | None | None | False | None | False | 88300.8 | 0 | | 3250449 | 112495 | None | code04 | Providing and laying reinforced cement concrete pipe NP2 for culverts, roadway utilities & crossings as per IS 458:2003 in single row including pointing ends and fixing collars with cement mortar 1:2 including cost of all materials, labour , curing complete as per specifications. 300 mm dia Sl. No.8.58, Viii 406 P.No. 146/CSR 2023-24 VOL-3 | Cum | 955.36 | 955.36 | 10.0 | False | None | None | False | None | False | 9553.6 | 0 | | 3250450 | 112495 | None | code05 | Providing, laying, spreading and compacting graded stoneaggregate to wet mix macadam specification including premixingthe Material with water at OMC in mechanical mix plant carriageof 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 Sl. No.4.17, 406 P.No. 31/CSR 2023-24 VOL-3 | Cum | 2866.08 | 2866.08 | 225.75 | False | None | None | False | None | False | 647017.56 | 0 | | 3250451 | 112495 | None | code06 | Providing and applying primer coat with SS1 grade BitumenEmulsion on prepared surface of granular base includingcleaning of road surface and spraying primer at the rate of 0.70 kg using mechanical means.Sl. No.5.1-502 P.No. 29/CSR 2021-22 VOL-3 Sl. No.5.1-502 P.No. 31/CSR 2023-24 VOL-3 | Sqm | 45.92 | 45.92 | 140.0 | False | None | None | False | None | False | 6428.8 | 0 | | 3250452 | 112495 | None | code07 | Providing and applying primer coat with SS1 grade BituminousEmulsion on prepared surface of granular Base including cleaningwith mechanical Broom of road surface and spraying primer at the rate of 0.90 kg using mechanical means Sl. No.5.2-502 P.No. 31/CSR 2023-24 VOL-3 | Sqm | 59.36 | 59.36 | 140.0 | False | None | None | False | None | False | 8310.4 | 0 | | 3250453 | 112495 | None | code08 | Providing and laying Bituminous Macadam with 40/60 tphcapacity hot mix plant using crushed aggregates of specifiedgrading premixed with bituminous binder 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 P.NO32,SL.NO.5.6C, 504(i) C CSR 2023-24 vol-3 | Cum | 8357.44 | 8357.44 | 7.0 | False | None | None | False | None | False | 58502.08 | 0 | | 3250454 | 112495 | None | code09 | Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates of specified grading premixed with bituminous binder 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.G.NO43, SL.NO.5.31 21-A CSR 2023-24 vol-3 , IRC-37: 2018 | Cum | 11370.24 | 11370.24 | 3.5 | False | None | None | False | None | False | 39795.84 | 0 | | 3250455 | 112495 | None | code10 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.If the height of embankment construction is more thanfor works under foul & sullage situation PWD SR 2023-24 Vol:1 P.NO.6.No:1.8 vol-1. | Cum | 530.88 | 530.88 | 694.5 | False | None | None | False | None | False | 368696.16 | 0 | | 3250456 | 112495 | None | code11 | 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 neatlydressed disposing off or leveling the excavated stuff or sorting & stacking theselected 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 ordinary/soft rock without blasting upto 1.5 m depth Sl. No.1.5.1 P.No. 6/CSR 2023-2024 Vol-1 | Cum | 334.88 | 334.88 | 3.15 | False | None | None | False | None | False | 1054.872 | 0 | | 3250457 | 112495 | None | code12 | 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 (Depth upto 3.00m)(Pg 8, Item No. 1.14.1 Vol I PWDSR 2023-24) | Cum | 114.24 | 114.24 | 3.15 | False | None | None | False | None | False | 359.856 | 0 | | 3250458 | 112495 | None | code13 | 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 1:3:6 Using 40 mm nominal size graded crushed coarse aggregates (Pg 15, Item No. 2.1.3 Vol I PWDSR 2023-24) | Cum | 6707.68 | 6707.68 | 0.63 | False | None | None | False | None | False | 4225.8384 | 0 | | 3250459 | 112495 | None | code14 | Supplying, fitting and placing TMT FE 550 / 550D Steel Reinforcementincluding 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 Sl. No.3.7, 406 P.No. 16/CSR 2021-22 VOL-3 | Tonne | 96804.96 | 96804.96 | 0.44 | False | None | None | False | None | False | 42594.1824 | 0 | | 3250460 | 112495 | None | code15 | Providing and laying in Cement Concrete for all Basement & surface levelworks, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevantIS Codes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, including alllead & lifts, cost of all materials of quality, 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 ( Page no 16, item no2.3.1 , UNI SR 2023-24) | Cum | 7789.94 | 7789.94 | 6.13 | False | None | None | False | None | False | 47752.3322 | 0 | | 3250461 | 112495 | None | code16 | 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 (Pg 7, Item No. 1.10 Vol I PWDSR 2023-24) | Cum | 179.2 | 179.2 | 28.08 | False | None | None | False | None | False | 5031.936 | 0 | | 3250462 | 112495 | None | code17 | Construction of Embankment by excavating the available approved Gravel/Murrum deposited at a place or borrow pits during or prior excavation with alllifts and lead, transportation to site, spreading, grading to required slope andcompacting to meet the requirement complete as per specifications, includingcost of labour,rolling,water,all materials,usage& all other appurtenaces required to complete the work.If the height of embankment construction is more than if rollers are not used and tamping is done manually for works under foul & sullage situation PWD SR 2021-22 Vol:1 P.NO.6.No:1.8 vol-1. | Cum | 450.24 | 450.24 | 84.0 | False | None | None | False | None | False | 37820.16 | 0 | | 3250463 | 112495 | None | code18 | Plain Cement Pavement Quality M30 grade Concrete
with OPC GGBS laid without PaverConstruction of un-reinforced plain cement concrete pavementusing grade with OPC 270 kg and GGBS 90kg as per approved mix design procedureand thickness as per design, over a prepared sub base. Thesuperplastisiser 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). Spreadingthe concrete with shovels, rackers and compacted using needle,suitable plate vibrator and finished in a continuous operationincluding provision of separation membrane and Hessian clothfinishing to lines and grades complete including cost of allmaterials, labour, all lead & lift, loading charges as per specification& direction of Engineer - incharge of the work. (Groove cuttingshall be paid seperately Sl. No.6.6 P.No. 51/CSR 2023-24 VOL-3 | Cum | 7586.88 | 7586.88 | 47.25 | False | None | None | False | None | False | 358480.08 | 0 |
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