1724679103000 | 0 | None | None | Roads | Improvent of road and Construction of Humps (HRPC) at 5th cross Vidya nagar at ward no 21 under TCC limits, Construction of drain at Bhagirathanagar main road and 2nd cross ward no 23 under TCC limits Improvement of road connecting from 60 feet Amazon office ti Geddalahalli main road at ward no 30 Saprthagiri badavane under TCC limits | 3617261.69 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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3859481 | 147661 | None | dma01 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. | Cum | 110.3 | 110.3 | 195.0 | False | None | None | False | None | False | 21508.5 | 0 | 3859482 | 147661 | None | dma02 | 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 | 2687.0 | 2687.0 | 130.0 | False | None | None | False | None | False | 349310.0 | 0 | 3859483 | 147661 | None | dma03 | Providing and applying primer coat with SS1 grade Bituminous Emulsion on prepared surface of granular Base including cleaning with mechanical Broom of road surface and spraying primer at the rate of 0.90 kg/m2 using mechanical means | Sqm | 55.7 | 55.7 | 1300.0 | False | None | None | False | None | False | 72410.0 | 0 | 3859484 | 147661 | None | dma04 | 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 @ 3.3% 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 | 7835.1 | 7835.1 | 65.0 | False | None | None | False | None | False | 509281.5 | 0 | 3859485 | 147661 | None | dma05 | Tack coat on Bituminous surface 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 | 1300.0 | False | None | None | False | None | False | 16380.0 | 0 | 3859486 | 147661 | None | dma06 | 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 | 33.4 | False | None | None | False | None | False | 356030.64 | 0 | 3859487 | 147661 | None | dma07 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work | Cum | 8631.0 | 8631.0 | 1.28 | False | None | None | False | None | False | 11047.68 | 0 | 3859488 | 147661 | None | dma08 | Providing and laying in position cement concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes , labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. (The cost of steel reinforcement & formwork to be paid separately) | Cum | 6601.4 | 6601.4 | 0.43 | False | None | None | False | None | False | 2838.602 | 0 | 3859489 | 147661 | None | dma09 | KProviding 15 mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement: 4 fine sand) including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Cum | 309.8 | 309.8 | 3.77 | False | None | None | False | None | False | 1167.946 | 0 | 3859490 | 147661 | None | dma10 | 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 and compacted to meet requirement of table No. 300-2 | Cum | 517.7 | 517.7 | 18.0 | False | None | None | False | None | False | 9318.6 | 0 | 3859491 | 147661 | None | dma11 | Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever 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,All kinds of soils. Depth upto 1.50 m. | Cum | 275.1 | 275.1 | 40.5 | False | None | None | False | None | False | 11141.55 | 0 | 3859492 | 147661 | None | dma12 | PVC pipes of 8kg/cm2 for 200mm(6.633) | Cum | 983.85 | 983.85 | 45.0 | False | None | None | False | None | False | 44273.25 | 0 | 3859493 | 147661 | None | dma13 | Constructing brick masonry chamber of internal dimension 450x450mm and depth of 600mm (inner dimensions) with modular bricks of CD 75 in cement mortar 1:6, bed concrete 150mm thick with 1:3:6, plastering 12 mm thick with cement mortar 1:4, CC 1:2:4 coping 75mm thk for fixing CI cover & frame etc. excluding the cost of CI frame and cover | Cum | 4447.8 | 4447.8 | 5.0 | False | None | None | False | None | False | 22239.0 | 0 | 3859494 | 147661 | None | dma14 | Conveying the new CI or RCC Machinehole frame and cover of 2 CMTS from divisional stores to the workspot and fixing the same in cement concrete and removing the old frame and cover and conveying back the old ones to stores. | Cum | 424.2 | 424.2 | 5.0 | False | None | None | False | None | False | 2121.0 | 0 | 3859495 | 147661 | None | dma15 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & 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.In all kinds of soils Depth upto 1.5 m | Cum | 254.1 | 254.1 | 323.89 | False | None | None | False | None | False | 82300.449 | 0 | 3859496 | 147661 | None | dma16 | 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. | Cum | 6288.45 | 6288.45 | 34.87 | False | None | None | False | None | False | 219278.2515 | 0 | 3859497 | 147661 | None | dma17 | 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 | 6639.15 | 6639.15 | 78.94 | False | None | None | False | None | False | 524094.501 | 0 | 3859498 | 147661 | None | dma18 | Formwork
Addendum I Percentage Additionalities for Formwork,Centering & Scaffolding Consider 35% of item concrete rate for Drain walls(rate=6323*35%) | Cum | 2323.7 | 2323.7 | 78.94 | False | None | None | False | None | False | 183432.878 | 0 | 3859499 | 147661 | None | dma19 | 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,All other type of structures. | Tonne | 82961.55 | 82961.55 | 4.18 | False | None | None | False | None | False | 346779.279 | 0 | 3859500 | 147661 | None | dma20 | 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 | 279.3 | 279.3 | 110.42 | False | None | None | False | None | False | 30840.306 | 0 | 3859501 | 147661 | None | dma21 | 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 | 974.4 | 974.4 | 29.7 | False | None | None | False | None | False | 28939.68 | 0 | 3859502 | 147661 | None | dma22 | Labour charges for attending to repairs to the PVC pipes by earth work excavation cutting the old pipe installation and jointing of new pipes to the existing old pipe to the depth and line, level and perfect linking at joints including encasing the pipes alround to a depth of not less than 15cms with earth available including cost of all labour,hire charge of equipment,refilling the excavated trenches compacting,finishing neatly by giving satisfactory hydraulic test etc.,complete For 63mm (0.075) to 315mm(0.787): | Mtr | 348.6 | 348.6 | 20.0 | False | None | None | False | None | False | 6972.0 | 0 | 3859503 | 147661 | None | dma23 | PVC pipe - OD 110mm and 6 Kg/sqcm | Mtr | 267.75 | 267.75 | 18.0 | False | None | None | False | None | False | 4819.5 | 0 | 3859504 | 147661 | None | dma24 | PVC pipe - OD 75mm and 6 Kg/sqcm | Mtr | 129.15 | 129.15 | 16.0 | False | None | None | False | None | False | 2066.4 | 0 | 3859505 | 147661 | None | dma25 | PVC pipe - OD 25mm and 10 Kg/sqcm | Mtr | 24.15 | 24.15 | 49.0 | False | None | None | False | None | False | 1183.35 | 0 | 3859506 | 147661 | None | dma26 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 m3 in volume and stock piling at designated locations and disposal of dismantled materials and stacking serviceable and unserviceable materials separately | Cum | 591.15 | 591.15 | 65.6 | False | None | None | False | None | False | 38779.44 | 0 | 3859507 | 147661 | None | dma27 | Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction | Cum | 110.25 | 110.25 | 82.0 | False | None | None | False | None | False | 9040.5 | 0 | 3859508 | 147661 | None | dma28 | 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 | 82.0 | False | None | None | False | None | False | 220329.9 | 0 | 3859509 | 147661 | None | dma29 | 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. | Sqm | 43.05 | 43.05 | 656.0 | False | None | None | False | None | False | 28240.8 | 0 | 3859510 | 147661 | None | dma30 | 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 @ 3.3% 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 | 7835.1 | 7835.1 | 32.8 | False | None | None | False | None | False | 256991.28 | 0 | 3859511 | 147661 | None | dma31 | Tack coat on Bituminous surface 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 | 656.0 | False | None | None | False | None | False | 8265.6 | 0 | 3859512 | 147661 | None | dma32 | 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 | 16.4 | False | None | None | False | None | False | 174817.44 | 0 | 3859513 | 147661 | None | dma33 | Providing Brick work with common burnt clay Non Modular bricks of class designation 3.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all materials, labour, scaffolding and usage charges of machinery & other incidental charges complete as per the direction of engineer incharge of work. | Cum | 8631.0 | 8631.0 | 0.96 | False | None | None | False | None | False | 8285.76 | 0 | 3859514 | 147661 | None | dma34 | 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 | 6639.15 | 6639.15 | 0.64 | False | None | None | False | None | False | 4249.056 | 0 | 3859515 | 147661 | None | dma35 | Providing 12 mm cement plaster with cement mortar 1:4 (1 cement: 4 fine sand) to brick masonry including rounding off corners wherever required smooth rendering, providing and removing scaffolding, including cost of materials, labour, curing complete as per specifications and as per directions of Engineer-in-charge. | Sqm | 267.75 | 267.75 | 9.18 | False | None | None | False | None | False | 2457.945 | 0 | 3859516 | 147661 | None | dma36 | Providing and fixing SFRC frame and cover conforming to IS 12592 (part-I)-1988 and IS 12592 (part-II)- 1991 with latest amendment, including cutting slabs to the required size for the opening and fixing the cover in C.C. 1:2:4 and C.M. 1:3 plastering 20 mm thick to all exposed faces, curing for 10 days with all lead and lift with appurtenances. complete | Set | 2009.7 | 2009.7 | 3.0 | False | None | None | False | None | False | 6029.1 | 0 |
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