tenderSubEstimateList | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
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1709382910000 | 0 | None | None | Other Works | CONSTRUCTION OF ROAD FROM UTTAMCHAND BADAVANE MAIN ROAD TO NANJANAYKA HOUSE ROAD IN TEACHERS COLONY AVARAGERE AND 1ST MAIN TO SCHEDULE TRIBE HOSTEL IN SHEKARAPPA BADAVANE AND 1ST MAIN TEACHER BADAVANE 2ND STAGE 1ST MAIN ROAD IN KSRTC LAYOUT IN WARD NO 30 | 5986033.58 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
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2891110 | 94659 | None | 1.12 | 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 (Vol-01 SR-23-2024 I.No. 1.12 P.No. 8) | Cum | 99.75 | 99.75 | 734.02 | False | None | None | False | None | False | 73218.495 | 0 | 2891111 | 94659 | None | 3.7 | 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.(Vol-03 SR-23-2024 I.N. 3.7 P.No.17) | Cum | 110.25 | 110.25 | 328.2 | False | None | None | False | None | False | 36184.05 | 0 | 2891112 | 94659 | None | 1.8 | 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.(Vol-01 SR-23-2024 I.N. 1.8 P.No.7) | Cum | 487.7 | 487.7 | 938.26 | False | None | None | False | None | False | 457589.402 | 0 | 2891113 | 94659 | None | 4.1 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material (Vol-01 SR-23-2024 I.N. 4.1A(v) P.No.23) | Cum | 2611.35 | 2611.35 | 226.48 | False | None | None | False | None | False | 591418.548 | 0 | 2891114 | 94659 | None | 4.17 | Wet Mix Macadam (Plant Mix Method) 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.(Vol-03 SR-23-2024 I.No. 4.17 P.No. 26) | Cum | 2686.95 | 2686.95 | 534.33 | False | None | None | False | None | False | 1435717.9935 | 0 | 2891115 | 94659 | None | 5.1 | 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 0.70 kg per m2 using mechanical means R&B V-3 SL NO 5.1A PG NO -31 | Sqm | 43.05 | 43.05 | 4114.76 | False | None | None | False | None | False | 177140.418 | 0 | 2891116 | 94659 | None | 5.6 | Providing and laying Bituminous Macadam with 100 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 V-3 SL NO 5.6B PG NO -31 | Cum | 7746.9 | 7746.9 | 205.74 | False | None | None | False | None | False | 1593847.206 | 0 | 2891117 | 94659 | None | 5.32 | Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom R&B V-3 SL NO 5.32 PG NO -43 | Sqm | 12.6 | 12.6 | 4114.76 | False | None | None | False | None | False | 51845.976 | 0 | 2891118 | 94659 | None | 5.31 | Semi Dense Bituminous Concrete IRC-37: 2018 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, lai102d over a previously prepared surface with mechanical paver finisher to the required grade, level and alignment and rolled as per MoRTH V revision.R&B V-3 SL NO 5.31 PG NO -43 | Cum | 10659.6 | 10659.6 | 102.87 | False | None | None | False | None | False | 1096553.052 | 0 | 2891119 | 94659 | None | 16.28 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. upto 0.30 m depth (Vol-5 WS & UGD SR I.No. 16.28.1 P.No. 198) | Each | 8577.45 | 8577.45 | 40.0 | False | None | None | False | None | False | 343098.0 | 0 | 2891120 | 94659 | None | 1.11 | Refilling available earth around trenches/pipeline,cables in layers not exceeding 20cm in depth compacting each deposited layer by ramming afterwatering with lead up to 50 m,and lift up to 1.5m including cost of labour complete as per specification (Vol-03 SR-23-2024 I.No. 1.11 P.No. 7)) | Cum | 168.0 | 168.0 | 270.0 | False | None | None | False | None | False | 45360.0 | 0 | 2891121 | 94659 | None | 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. (Vol-03 SR-23-2024 I.No. 3.1 P.No. 17) | Cum | 89.25 | 89.25 | 464.02 | False | None | None | False | None | False | 41413.785 | 0 | 2891122 | 94659 | None | 2.02 | Relesing and Refixing :Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth bescom 2SR 2023-24 for 11 kV SYSTEM SR Item No2.02 page No.02 (consider 190% of the erection cost is 1113*190%=2114.7) | No | 2114.7 | 2114.7 | 3.0 | False | None | None | False | None | False | 6344.1 | 0 | 2891123 | 94659 | None | 1.1.1 | Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing. bescom SR 2023-24 for 11 kV SYSTEM SR Item No1.1.1 page No.01 | 3 KG | 629.0 | 629.0 | 3.0 | False | None | None | False | None | False | 1887.0 | 0 | 2891124 | 94659 | None | 7.02 | ACSR Conductor as per IS-398 (Part -2/1996) Rabbit ACSR (6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM Bescom 2023-24 part 4 11kv materials SR Item No7.02 page No.0 | Km | 46234.0 | 46234.0 | 0.45 | False | None | None | False | None | False | 20805.3 | 0 | 2891125 | 94659 | None | 7.02 | Stringing of Conductor (including pin binding, providing jumps, dead ending, etc.,) Rabbit bescom SR 2022-23 for 11 kV Labour item no 7.02 page No 46 | Per Km | 5233.0 | 5233.0 | 0.45 | False | None | None | False | None | False | 2354.85 | 0 | 2891126 | 94659 | None | 7.04 | Releasing of Conductor for Rabbit Bescom SR 2023-24 for 11 kV Labou item no 7.04 page No46 | Per Km | 4012.0 | 4012.0 | 0.45 | False | None | None | False | None | False | 1805.4 | 0 | 2891127 | 94659 | None | 8.54 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As
directed by Engineer in Charge & MoRTH specification 804 (Vol-03 SR-23-2024 I.No. 8.54 PG NO-78) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
| 1709382910000 | 0 | None | None | Other Works | CONSTRUCTION OF ROAD AND DRAIN IN 1ST MAIN TO BANK COLONY CONNECTED ROAD AND PATIL HEALTH CARE FRONT ROAD IN SHEKARAPPA BADAVANE WARD NO 30 | 5994916.95 | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
---|
2891128 | 94660 | None | 1.12 | 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 (Vol-01 SR-23-2024 I.No. 1.12 P.No. 8) | Cum | 99.75 | 99.75 | 637.87 | False | None | None | False | None | False | 63627.5325 | 0 | 2891129 | 94660 | None | 1.8 | 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.(Vol-01 SR-23-2024 I.N. 1.8 P.No.7) | Cum | 497.7 | 497.7 | 513.17 | False | None | None | False | None | False | 255404.709 | 0 | 2891130 | 94660 | None | 4.1 | Construction of Granular Sub-Base of required grading as per design mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 For Grading -V Material (Vol-01 SR-23-2024 I.N. 4.1A(v) P.No.23) | Cum | 2611.35 | 2611.35 | 195.12 | False | None | None | False | None | False | 509526.612 | 0 | 2891131 | 94660 | None | 4.17 | Wet Mix Macadam (Plant Mix Method) 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.(Vol-03 SR-23-2024 I.No. 4.17 P.No. 26) | Cum | 2686.95 | 2686.95 | 195.12 | False | None | None | False | None | False | 524277.684 | 0 | 2891132 | 94660 | None | 5.1 | 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 0.70 kg per m2 using mechanical means R&B V-3 SL NO 5.1A PG NO -31 | Sqm | 43.05 | 43.05 | 1851.25 | False | None | None | False | None | False | 79696.3125 | 0 | 2891133 | 94660 | None | 5.6 | Providing and laying Bituminous Macadam with 100 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 V-3 SL NO 5.6B PG NO -31 | Cum | 7746.9 | 7746.9 | 92.56 | False | None | None | False | None | False | 717053.064 | 0 | 2891134 | 94660 | None | 5.32 | Providing and applying tack coat with VG-10 Bitumen using pressure distributor at the rate of 0.20 kg/m2 on the prepared bituminous surface cleaned with mechanical broom R&B V-3 SL NO 5.32 PG NO -43 | Sqm | 12.6 | 12.6 | 1851.25 | False | None | None | False | None | False | 23325.75 | 0 | 2891135 | 94660 | None | 5.31 | Semi Dense Bituminous Concrete IRC-37: 2018 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.R&B V-3 SL NO 5.31 PG NO -43 | Cum | 10659.6 | 10659.6 | 46.28 | False | None | None | False | None | False | 493326.288 | 0 | 2891136 | 94660 | None | 16.28 | Repairs to Machinehole for different depths including removal of debris, levelling the brick masonry, construction of brick masonry upto Ground level, providing CC coping alround the MH cover, plastering both inside and outside to the brick masonry and fixing of manhole frame and cover, curing, refilling with appurtenances complete. upto 0.30 m depth (Vol-5 WS & UGD SR I.No. 16.28.1 P.No. 198) | Each | 8577.45 | 8577.45 | 21.0 | False | None | None | False | None | False | 180126.45 | 0 | 2891137 | 94660 | None | 2.02 | Relesing and Refixing :Erection of RCC/PSCC Pole of 9 to 10 Mtr long in a pit of 1.8 Mtr depth bescom 2SR 2023-24 for 11 kV SYSTEM SR Item No2.02 page No.02 (consider 190% of the erection cost is 1113*190%=2114.7 | No | 2114.7 | 2114.7 | 3.0 | False | None | None | False | None | False | 6344.1 | 0 | 2891138 | 94660 | None | 1.1.1 | Digging of Pit 1.8 Mtr depth for errection of 9 to 10 Mtr Long Steel/RCC/PSCC supports as per approved Drawing. bescom SR 2023-24 for 11 kV SYSTEM SR Item No1.1.1 page No.01 | Per Pit | 629.0 | 629.0 | 3.0 | False | None | None | False | None | False | 1887.0 | 0 | 2891139 | 94660 | None | 7.02 | ACSR Conductor as per IS-398 (Part -2/1996) Rabbit ACSR (6/3.35 mm Al + 1/3.35 mm St), Std Wt: 214 Kg/KM Bescom 2023-24 part 4 11kv materials SR Item No7.02 page No.03 | Km | 46234.0 | 46234.0 | 0.44 | False | None | None | False | None | False | 20342.96 | 0 | 2891140 | 94660 | None | 7.02 | Stringing of Conductor (including pin binding, providing jumps, dead ending, etc.,) Rabbit bescom SR 2022-23 for 11 kV Labour item no 7.02 page No 46 | Km | 5233.0 | 5233.0 | 0.45 | False | None | None | False | None | False | 2354.85 | 0 | 2891141 | 94660 | None | 7.04 | Releasing of Conductor for Rabbit Bescom SR 2023-24 for 11 kV Labou item no 7.04 page No46 | Km | 4012.0 | 4012.0 | 0.45 | False | None | None | False | None | False | 1805.4 | 0 | 2891142 | 94660 | None | 2.7 | Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead Cement Concrete Grade M-15 & M-20(PWD SR 2023-24 Vol-03 P No 10, I NO 2.7B) | Cum | 979.65 | 979.65 | 68.36 | False | None | None | False | None | False | 66968.874 | 0 | 2891143 | 94660 | None | 1.4.1 | 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 neatly dressed disposing off or leveling 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, usage & other appurtenances required to complete the work. In all kinds of soils Depth upto 1.5 m(PWD SR 2023-24 Vol-01 P No 5, I NO 1.4.1) | Cum | 254.1 | 254.1 | 386.03 | False | None | None | False | None | False | 98090.223 | 0 | 2891144 | 94660 | None | 1.23 | Providing and Filling in foundation with granite / trap broken metal 100mm. and down size & with approved sand including hand packing, ramming, watering, including cost of all materials and labour with all lead and lift complete as per specifications. (volume -01 S R 2023-24 item no 1.23 page no 11) | Cum | 2816.1 | 2816.1 | 67.55 | False | None | None | False | None | False | 190227.555 | 0 | 2891145 | 94660 | None | 2.1.2 | 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 1:4:8 Using 40 mm nominal size graded crushed coarse aggregates (Vol-02 SR-23-2024 P No. 15, I NO 2.1.2) | Cum | 5947.2 | 5947.2 | 45.03 | False | None | None | False | None | False | 267802.416 | 0 | 2891146 | 94660 | None | 2.11 | 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 (Vol-01 SR-23-2024 P No. 18, I NO 2.11H) | Tonne | 82961.55 | 82961.55 | 8.769 | False | None | None | False | None | False | 727489.83195 | 0 | 2891147 | 94660 | None | 2.4.2 | 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 (Vol-01 SR-23-2024 P No. 16, I NO 2.4.2) | Cum | 6639.15 | 6639.15 | 202.67 | False | None | None | False | None | False | 1345556.5305 | 0 | 2891148 | 94660 | None | ATTENDUM | Add formwork charges at 35% | Cum | 2323.7 | 2323.7 | 135.0 | False | None | None | False | None | False | 313699.5 | 0 | 2891149 | 94660 | None | 1.11 | Refilling available earth around trenches/pipeline,cables in layers not exceeding 20cm in depth compacting each deposited layer by ramming afterwatering with lead up to 50 m,and lift up to 1.5m including cost of labour complete as per specification (Vol-03 SR-23-2024 I.No. 1.11 P.No. 7)) | Cum | 168.0 | 168.0 | 65.4 | False | None | None | False | None | False | 10987.2 | 0 | 2891150 | 94660 | None | 3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work. (Vol-03 SR-23-2024 I.No. 3.1 P.No. 17) | Cum | 89.25 | 89.25 | 958.5 | False | None | None | False | None | False | 85546.125 | 0 | 2891151 | 94660 | None | 8.54 | Providing and fixing board displaying information, such as 'Name of work, Tender cost, Name of Contractor, Work completion and liability period etc', having rectangular shape of 1.20m x 0.90m size made out 18 gauge (1.25mm) thick mild steel sheet painted with one coat of Zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border / messages / symbols etc. with approved colour shade paint complete, on M.S.angle of size 35 x 35 x 3 mm frame with properly cross braced M.S. angles of size 35mmx35mmx3mm duly painted including Two M.S. angle iron posts of size 65 mm x 65 mm x 6 mm, 3.65 m long painted with alternate black and white bands of 25 cm width including all fixtures etc.and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete. Spec. No. As
directed by Engineer in Charge & MoRTH specification 804 (Vol-03 SR-23-2024 I.No. 8.54 PG NO-78) | Each | 9450.0 | 9450.0 | 1.0 | False | None | None | False | None | False | 9450.0 | 0 |
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