| tenderSubEstimateList | | createdTs | version | createdDate | modifiedDate | workCategoryName | subEstimateName | estimateTotal | itemList |
|---|
| 1720262514000 | 1 | None | None | Other Works | Development of road and drain work in Ashoka road saade road juction to pulakeshi juction Zone-07 Limits and MG road Tippu park to madhina masidi circle road rajeevnagara 2nd stage kaif masjid Dabigat 1 to 7th cross roads nimra masidhi road SWD work in Zone-08 Limits And Shakthi nagara to kodagu model school road SWD work in Zone-09 NR Constituency in MCC Limits | 18963381.73 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3470069 | 123753 | 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 In all kinds of soils Depth upto 3 m (Common SR (Volume -1)-2023-24 Item No.1.14.1, Page No.8) | Cum | 126.37 | 126.37 | 840.36 | False | None | None | False | None | False | 106196.2932 | 0 | | 3470070 | 123753 | None | code1.23 | 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 (Common SR (Volume -1)-2023-24 Item No.1.23, Page No.11) | Cum | 3322.99 | 3322.99 | 359.46 | False | None | None | False | None | False | 1194481.9854 | 0 | | 3470071 | 123753 | None | code2.1.2 | 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 Common SR (Volume -1)-2023-24 Item No.2.1.2, Page No. 15) | Cum | 7017.69 | 7017.69 | 250.56 | False | None | None | False | None | False | 1758352.4064 | 0 | | 3470072 | 123753 | None | code2.11h | 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 b) Foundations of Bridges (Common SR (Volume -1)-2023-24 Item No.2.11.h, Page No.18) | Tonne | 106809.23 | 106809.23 | 57.52 | False | None | None | False | None | False | 6143666.9096 | 0 | | 3470073 | 123753 | None | code2.4.2 | 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 (Common SR (Volume -1)-2023-24 Item No.2.4.2, Page No.16) | Cum | 10576.16 | 10576.16 | 874.26 | False | None | None | False | None | False | 9246313.6416 | 0 | | 3470074 | 123753 | None | code12.3 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular material (ROADS & BRIDES (Volume-3)2023-24 Item No 12.3 ,Page 117) | Cum | 1447.15 | 1447.15 | 323.1 | False | None | None | False | None | False | 467574.165 | 0 | | 3470075 | 123753 | None | code12.2 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (ROADS & BRIDES (Volume-3)2023-24 Item No 12.2 ,Page 117) | Rmtr | 290.48 | 290.48 | 161.1 | False | None | None | False | None | False | 46796.328 | 0 |
| | 1720262514000 | 1 | None | None | Other Works | Development of road and drain work in Ashoka road saade road juction to pulakeshi juction Zone-07 Limits and MG road Tippu park to madhina masidi circle road rajeevnagara 2nd stage kaif masjid Dabigat 1 to 7th cross roads nimra masidhi road SWD work in Zone-08 Limits And Shakthi nagara to kodagu model school road SWD work in Zone-09 NR Constituency in MCC Limits | 14295516.89 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3470076 | 123754 | None | code1.12 | 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 ((Common SR (Volume -1)-2023-24, Item No.1.12, Page No. 6) | Cum | 117.7 | 117.7 | 318.5 | False | None | None | False | None | False | 37487.45 | 0 | | 3470077 | 123754 | 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 In all kinds of soils Depth upto 3 m (Common SR (Volume -1)-2023-24 Item No.1.14.1, Page No.8) | Cum | 126.37 | 126.37 | 358.94 | False | None | None | False | None | False | 45359.2478 | 0 | | 3470078 | 123754 | None | code3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (SR 2023-24, Volume -111, Item No.3.1 Page No. 17) | Cum | 105.31 | 105.31 | 677.44 | False | None | None | False | None | False | 71341.2064 | 0 | | 3470079 | 123754 | None | code2.1.2 | 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 Common SR (Volume -1)-2023-24 Item No.2.1.2, Page No. 15) | Cum | 7017.69 | 7017.69 | 59.82 | False | None | None | False | None | False | 419798.2158 | 0 | | 3470080 | 123754 | None | code2.4.2 | 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 (Common SR (Volume -1)-2023-24 Item No.2.4.2, Page No.16) | Cum | 7834.19 | 7834.19 | 59.82 | False | None | None | False | None | False | 468641.2458 | 0 | | 3470081 | 123754 | None | code2.4.2 | 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 (Common SR (Volume -1)-2023-24 Item No.2.4.2, Page No.16) | Cum | 8225.9 | 8225.9 | 108.9 | False | None | None | False | None | False | 895800.51 | 0 | | 3470082 | 123754 | None | code2.11h | 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(Common SR (Volume -1)-2023-24 Item No.2.11.h, Page No.18) | Tonne | 97894.62 | 97894.62 | 6.073 | False | None | None | False | None | False | 594514.02726 | 0 | | 3470083 | 123754 | None | code17.12 | 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. . ( Building SR (Volume -2)-2022 Item No.17.12, Page No. 152) | Sqm | 1149.79 | 1149.79 | 337.5 | False | None | None | False | None | False | 388054.125 | 0 | | 3470084 | 123754 | None | code4.27 | 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.(ROADS & BRIDES (Volume-3)2023-24 Item No 4.27 ,Page 24) | Cum | 3170.6 | 3170.6 | 191.1 | False | None | None | False | None | False | 605901.66 | 0 | | 3470085 | 123754 | None | code5.4 | Tack coat on Granular surface treated with Primer (i) Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular surface .(ROADS & BRIDES (Volume-3)2023-24 Item No 5.4 ,Page 31) | Sqm | 17.34 | 17.34 | 9022.3 | False | None | None | False | None | False | 156446.682 | 0 | | 3470086 | 123754 | None | code5.8c | Bituminous Macadam Grading - II for traffic 20 MSA 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 (ROADS & BRIDES (Volume-3)2023-24 Item No 5.8, C ,Page 33) | Cum | 9491.97 | 9491.97 | 451.12 | False | None | None | False | None | False | 4282017.5064 | 0 | | 3470087 | 123754 | None | code5.3 | 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 (ROADS & BRIDES (Volume-3)2023-24 Item No5.3 (i) ,Page 31) | Sqm | 14.86 | 14.86 | 9022.3 | False | None | None | False | None | False | 134071.378 | 0 | | 3470088 | 123754 | 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..(Vol.III: P.No. 43& I.No5.31) | Cum | 12578.32 | 12578.32 | 225.56 | False | None | None | False | None | False | 2837165.8592 | 0 | | 3470089 | 123754 | 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 glassbeads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.( ROADS & BRIDES (Volume-3)2023-24 Item No 8.15,Page 67) | Sqm | 656.67 | 656.67 | 455.35 | False | None | None | False | None | False | 299014.6845 | 0 | | 3470090 | 123754 | None | codeapproved rate | Providing and fixing precast reinforced cement concrete medians of grade M25 at specified places precast medians of size 2.00mt length 0.60 mt height and top width of 0.20 mt and bottom width of 0.45mt slope as per drawing including preparation of formwork.Providing reinforcement,casting,curing loading and unloading transportation to work site fixing,applying patty,primer coat and painting two coats with plastic emulsion paint of approved brand on wall surface to give an even approved shade after thoroughly brushing the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth including cost of materials labour etc.., complete as per specification and as directed by the Engineer in charge of work unit length 2.00X0.60 mts ( approved rate) | Nos | 10618.82 | 10618.82 | 250.0 | False | None | None | False | None | False | 2654705.0 | 0 | | 3470091 | 123754 | None | code8.43 | Providing and fixing precast reinforced cement concrete medians of grade M25 at specified places precast medians of size 2.00mt length 0.60 mt height and top width of 0.20 mt and bottom width of 0.45mt slope as per drawing including preparation of formwork.Providing reinforcement,casting,curing loading and unloading transportation to work site fixing,applying patty,primer coat and painting two coats with plastic emulsion paint of approved brand on wall surface to give an even approved shade after thoroughly brushing the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth including cost of materials labour etc.., complete as per specification and as directed by the Engineer in charge of work unit length 2.00X0.60 mts ( approved rate) | Nos | 452.23 | 452.23 | 896.0 | False | None | None | False | None | False | 405198.08 | 0 |
| | 1720262514000 | 1 | None | None | Other Works | Development of road and drain work in Ashoka road saade road juction to pulakeshi juction Zone-07 Limits and MG road Tippu park to madhina masidi circle road rajeevnagara 2nd stage kaif masjid Dabigat 1 to 7th cross roads nimra masidhi road SWD work in Zone-08 Limits And Shakthi nagara to kodagu model school road SWD work in Zone-09 NR Constituency in MCC Limits | 6952828.0 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3470092 | 123755 | 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 In all kinds of soils Depth upto 3 m (Common SR (Volume -1)-2023-24 Item No.1.14.1, Page No.8) | Cum | 126.37 | 126.37 | 664.0 | False | None | None | False | None | False | 83909.68 | 0 | | 3470093 | 123755 | 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 surfaceand compacting with vibratory roller to achieve the desired density.. (, It no-4.17) (S.R-2023-24)( volume-III) | Cum | 3170.6 | 3170.6 | 498.0 | False | None | None | False | None | False | 1578958.8 | 0 | | 3470094 | 123755 | 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 m2using mechanical means.MORTH specification 502. (, It no-5.1) (S.R-2023-24 volume-III) | Sqm | 50.79 | 50.79 | 3320.0 | False | None | None | False | None | False | 168622.8 | 0 | | 3470095 | 123755 | None | code5.6c | 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 (Vol-3, P-32, I.No-5.6C, S.R-2023-24) | Cum | 9245.41 | 9245.41 | 166.0 | False | None | None | False | None | False | 1534738.06 | 0 | | 3470096 | 123755 | None | code5.3 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broom ack coat on Bituminous surface MORTH specification 503(i)(It .no-5.3) (S.R-2023-24 volume-III) | Sqm | 14.86 | 14.86 | 3320.0 | False | None | None | False | None | False | 49335.2 | 0 | | 3470097 | 123755 | 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. (It .no-5.31) (S.R-2023-24)( volume-III) | Cum | 12578.32 | 12578.32 | 83.0 | False | None | None | False | None | False | 1044000.56 | 0 | | 3470098 | 123755 | None | code1.5.1 | 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 ordinary/soft rock without blasting upto 1.5 m depth ( Vol I, P-6, I.No.1.5.1 S.R 2023-24) | Cum | 370.46 | 370.46 | 139.5 | False | None | None | False | None | False | 51679.17 | 0 | | 3470099 | 123755 | None | code2.1.2 | 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 pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately) (VOL-1/I.N-2.1)Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse(VOL-1/I.N-2.1.2) SR -2023-24 | Cum | 7017.69 | 7017.69 | 89.7 | False | None | None | False | None | False | 629486.793 | 0 | | 3470100 | 123755 | None | code2.4.2 | 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 relevantIS 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) (VOL-1/I.N-2.4)Appendix I Additionalities for Formwork, Centering & Scaffolding, Foundation, Sub structure of Cross drainages for centering 5% on the Percentage on finished rate of concrete per m3(VOL-1/PG.NO-115/SL.NO-2)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (VOL-1/I.N-2.4.2) | Cum | 8203.91 | 8203.91 | 145.73 | False | None | None | False | None | False | 1195555.8043 | 0 | | 3470101 | 123755 | None | code2.11h | 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-1, P-18, I.No-2.11 h, S.R-2023-24) | Tonne | 97894.62 | 97894.62 | 5.1 | False | None | None | False | None | False | 499262.562 | 0 | | 3470102 | 123755 | None | code17.17 | 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 | 1149.79 | 1149.79 | 102.0 | False | None | None | False | None | False | 117278.58 | 0 |
| | 1720262514000 | 1 | None | None | Other Works | Development of road and drain work in Ashoka road saade road juction to pulakeshi juction Zone-07 Limits and MG road Tippu park to madhina masidi circle road rajeevnagara 2nd stage kaif masjid Dabigat 1 to 7th cross roads nimra masidhi road SWD work in Zone-08 Limits And Shakthi nagara to kodagu model school road SWD work in Zone-09 NR Constituency in MCC Limits | 2859156.86 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3470103 | 123756 | None | code1.4.1 | Earth work excavation by manual means for drains, canals, waste weir, draft,approach channels, key trenches, foundation of Buildings & bridges and suchsimillar works in all kinds of soils, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, removalof stumps and other deleterious matter, excavated surface leveled and sidesneatly dressed disposing off the excavated stuff or sorting & stacking theselected stuff for reuse in a radius of 50 m and liftupto 1.5 m including cost oflabour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m (.ITEM NO (1.4.1) VOL 1 SR23-24 | Cum | 299.83 | 299.83 | 31.5 | False | None | None | False | None | False | 9444.645 | 0 | | 3470104 | 123756 | None | code1.4.1 | 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 | 3170.6 | 3170.6 | 31.5 | False | None | None | False | None | False | 99873.9 | 0 | | 3470105 | 123756 | None | code1.1c | Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kankar / Moorum. (Tipper 14 m3).(VOL-3/I.N-1.1 C) | Cum | 106.55 | 106.55 | 31.5 | False | None | None | False | None | False | 3356.325 | 0 | | 3470106 | 123756 | None | code5.3 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 onthe prepared bituminous surface cleaned with mechanical broom VOL 3 ITEM 5.3 (I) | Sqm | 14.86 | 14.86 | 3300.0 | False | None | None | False | None | False | 49038.0 | 0 | | 3470107 | 123756 | None | code5.7c | Providing and laying Bituminous Macadam with 40/60 tphcapacity hot mix plant using crushed aggregates of specifiedgrading premixed with bituminous binder VG-40 @ 3.3% byweight of mix, transported to site, laid over a previously preparedsurface with mechanical paver finisher to the required grade,level andalignment and rolled as per clauses 501.6 and 501.7 toachieve the desired compaction v3/5.8c | Cum | 9521.71 | 9521.71 | 165.0 | False | None | None | False | None | False | 1571082.15 | 0 | | 3470108 | 123756 | None | code21a | Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates of specified grading premixed with bituminousbinder VG-30 @ 5% by weight of mix and filler, transported tosite, laid over a previously prepared surface with mechanicalpaver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. VOL 3 ITEM 21 A | Cum | 12578.32 | 12578.32 | 82.5 | False | None | None | False | None | False | 1037711.4 | 0 | | 3470109 | 123756 | None | code8.15 | Providing and laying of hot applied thermoplastic compound2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface appliedglass beads as per IRC:35:2015.The finished surface to belevel, uniform and free from streaks and holes..(VOL-3/I.N 8.15) | Sqm | 656.67 | 656.67 | 135.0 | False | None | None | False | None | False | 88650.45 | 0 |
| | 1720262514000 | 1 | None | None | Other Works | Re-asphalting of road and construction of drain of Ashoka Road from Sowday Road Junction upto Pulakeshi Junction in Zo-07, Development of road from Tipu Park to Madina Masjid Circle on MG Road of Zo-08, Rajivnagar 2nd Phase Near Kaif Masjid 1st to 7th Cross Roads and Drainage Works of Dobighat Reconstruction of collapsed storm water drain near Nimra Masjid, of storm water drain separating Ward No.35 and 36 from Shakti Nagar to Kodagu Model School Zo-09 MCC limits. | 4697361.78 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3470110 | 123757 | 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 In all kinds of soils Depth upto 3 m (Common SR (Volume -1)-2023-24 Item No.1.14.1, Page No.8) | Cum | 126.37 | 126.37 | 187.67 | False | None | None | False | None | False | 23715.8579 | 0 | | 3470111 | 123757 | None | code1.23 | 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 (Common SR (Volume -1)-2023-24 Item No.1.23, Page No.11) | Cum | 3322.99 | 3322.99 | 93.84 | False | None | None | False | None | False | 311829.3816 | 0 | | 3470112 | 123757 | None | code62.56 | 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 Common SR (Volume -1)-2023-24 Item No.2.1.2, Page No. 15) | Cum | 7017.69 | 7017.69 | 62.56 | False | None | None | False | None | False | 439026.6864 | 0 | | 3470113 | 123757 | None | code2.11h | 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 b) Foundations of Bridges (Common SR (Volume -1)-2023-24 Item No.2.11.h, Page No.18) | Tonne | 106809.23 | 106809.23 | 15.48 | False | None | None | False | None | False | 1653406.8804 | 0 | | 3470114 | 123757 | None | code2.4.2 | 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 (Common SR (Volume -1)-2023-24 Item No.2.4.2, Page No.16) | Cum | 10576.16 | 10576.16 | 210.68 | False | None | None | False | None | False | 2228185.3888 | 0 | | 3470115 | 123757 | None | code12.3 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular material (ROADS & BRIDES (Volume-3)2023-24 Item No 12.3 ,Page 117) | Cum | 1447.15 | 1447.15 | 20.7 | False | None | None | False | None | False | 29956.005 | 0 | | 3470116 | 123757 | None | code12.2 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (ROADS & BRIDES (Volume-3)2023-24 Item No 12.2 ,Page 117) | Rmtr | 290.48 | 290.48 | 38.7 | False | None | None | False | None | False | 11241.576 | 0 |
| | 1720262820000 | 0 | None | None | Other Works | Re-asphalting of road and construction of drain of Ashoka Road from Sowday Road Junction upto Pulakeshi Junction in Zo-07, Development of road from Tipu Park to Madina Masjid Circle on MG Road of Zo-08, Rajivnagar 2nd Phase Near Kaif Masjid 1st to 7th Cross Roads and Drainage Works of Dobighat Reconstruction of collapsed storm water drain near Nimra Masjid, of storm water drain separating Ward No.35 and 36 from Shakti Nagar to Kodagu Model School Zo-09 MCC limits. | 47768245.26 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3470152 | 123761 | 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 In all kinds of soils Depth upto 3 m (Common SR (Volume -1)-2023-24 Item No.1.14.1, Page No.8) | Cum | 126.37 | 126.37 | 840.36 | False | None | None | False | None | False | 106196.2932 | 0 | | 3470159 | 123761 | None | code1.12 | 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 ((Common SR (Volume -1)-2023-24, Item No.1.12, Page No. 6) | Cum | 117.7 | 117.7 | 318.5 | False | None | None | False | None | False | 37487.45 | 0 | | 3470186 | 123761 | None | code1.4.1 | Earth work excavation by manual means for drains, canals, waste weir, draft,approach channels, key trenches, foundation of Buildings & bridges and suchsimillar works in all kinds of soils, as per drawing and technical specifications,including setting out, shoring, strutting, barricading, caution lights, removalof stumps and other deleterious matter, excavated surface leveled and sidesneatly dressed disposing off the excavated stuff or sorting & stacking theselected stuff for reuse in a radius of 50 m and liftupto 1.5 m including cost oflabour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m (.ITEM NO (1.4.1) VOL 1 SR23-24 | Cum | 299.83 | 299.83 | 31.5 | False | None | None | False | None | False | 9444.645 | 0 | | 3470193 | 123761 | 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 In all kinds of soils Depth upto 3 m (Common SR (Volume -1)-2023-24 Item No.1.14.1, Page No.8) | Cum | 126.37 | 126.37 | 187.67 | False | None | None | False | None | False | 23715.8579 | 0 | | 3470175 | 123761 | 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 In all kinds of soils Depth upto 3 m (Common SR (Volume -1)-2023-24 Item No.1.14.1, Page No.8) | Cum | 126.37 | 126.37 | 664.0 | False | None | None | False | None | False | 83909.68 | 0 | | 3470153 | 123761 | None | code1.23 | 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 (Common SR (Volume -1)-2023-24 Item No.1.23, Page No.11) | Cum | 3322.99 | 3322.99 | 359.46 | False | None | None | False | None | False | 1194481.9854 | 0 | | 3470194 | 123761 | None | code1.23 | 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 (Common SR (Volume -1)-2023-24 Item No.1.23, Page No.11) | Cum | 3322.99 | 3322.99 | 93.84 | False | None | None | False | None | False | 311829.3816 | 0 | | 3470160 | 123761 | 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 In all kinds of soils Depth upto 3 m (Common SR (Volume -1)-2023-24 Item No.1.14.1, Page No.8) | Cum | 126.37 | 126.37 | 358.94 | False | None | None | False | None | False | 45359.2478 | 0 | | 3470187 | 123761 | None | code1.4.1 | 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 | 3170.6 | 3170.6 | 31.5 | False | None | None | False | None | False | 99873.9 | 0 | | 3470176 | 123761 | 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 surfaceand compacting with vibratory roller to achieve the desired density.. (, It no-4.17) (S.R-2023-24)( volume-III) | Cum | 3170.6 | 3170.6 | 498.0 | False | None | None | False | None | False | 1578958.8 | 0 | | 3470188 | 123761 | None | code1.1c | Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kankar / Moorum. (Tipper 14 m3).(VOL-3/I.N-1.1 C) | Cum | 106.55 | 106.55 | 31.5 | False | None | None | False | None | False | 3356.325 | 0 | | 3470195 | 123761 | None | code62.56 | 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 Common SR (Volume -1)-2023-24 Item No.2.1.2, Page No. 15) | Cum | 7017.69 | 7017.69 | 62.56 | False | None | None | False | None | False | 439026.6864 | 0 | | 3470161 | 123761 | None | code3.1 | Removal of Unserviceable Soil with Disposal upto a suitable distance as directed by the Engineer incharge of work (SR 2023-24, Volume -111, Item No.3.1 Page No. 17) | Cum | 105.31 | 105.31 | 677.44 | False | None | None | False | None | False | 71341.2064 | 0 | | 3470177 | 123761 | 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 m2using mechanical means.MORTH specification 502. (, It no-5.1) (S.R-2023-24 volume-III) | Sqm | 50.79 | 50.79 | 3320.0 | False | None | None | False | None | False | 168622.8 | 0 | | 3470154 | 123761 | None | code2.1.2 | 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 Common SR (Volume -1)-2023-24 Item No.2.1.2, Page No. 15) | Cum | 7017.69 | 7017.69 | 250.56 | False | None | None | False | None | False | 1758352.4064 | 0 | | 3470189 | 123761 | None | code5.3 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2 onthe prepared bituminous surface cleaned with mechanical broom VOL 3 ITEM 5.3 (I) | Sqm | 14.86 | 14.86 | 3300.0 | False | None | None | False | None | False | 49038.0 | 0 | | 3470155 | 123761 | None | code2.11h | 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 b) Foundations of Bridges (Common SR (Volume -1)-2023-24 Item No.2.11.h, Page No.18) | Tonne | 106809.23 | 106809.23 | 57.52 | False | None | None | False | None | False | 6143666.9096 | 0 | | 3470162 | 123761 | None | code2.1.2 | 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 Common SR (Volume -1)-2023-24 Item No.2.1.2, Page No. 15) | Cum | 7017.69 | 7017.69 | 59.82 | False | None | None | False | None | False | 419798.2158 | 0 | | 3470196 | 123761 | None | code2.11h | 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 b) Foundations of Bridges (Common SR (Volume -1)-2023-24 Item No.2.11.h, Page No.18) | Tonne | 106809.23 | 106809.23 | 15.48 | False | None | None | False | None | False | 1653406.8804 | 0 | | 3470178 | 123761 | None | code5.6c | 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 (Vol-3, P-32, I.No-5.6C, S.R-2023-24) | Cum | 9245.41 | 9245.41 | 166.0 | False | None | None | False | None | False | 1534738.06 | 0 | | 3470156 | 123761 | None | code2.4.2 | 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 (Common SR (Volume -1)-2023-24 Item No.2.4.2, Page No.16) | Cum | 10576.16 | 10576.16 | 874.26 | False | None | None | False | None | False | 9246313.6416 | 0 | | 3470163 | 123761 | None | code2.4.2 | 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 (Common SR (Volume -1)-2023-24 Item No.2.4.2, Page No.16) | Cum | 7834.19 | 7834.19 | 59.82 | False | None | None | False | None | False | 468641.2458 | 0 | | 3470197 | 123761 | None | code2.4.2 | 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 (Common SR (Volume -1)-2023-24 Item No.2.4.2, Page No.16) | Cum | 10576.16 | 10576.16 | 210.68 | False | None | None | False | None | False | 2228185.3888 | 0 | | 3470179 | 123761 | None | code5.3 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.20 kg/m2on the prepared bituminous surface cleaned with mechanical broom ack coat on Bituminous surface MORTH specification 503(i)(It .no-5.3) (S.R-2023-24 volume-III) | Sqm | 14.86 | 14.86 | 3320.0 | False | None | None | False | None | False | 49335.2 | 0 | | 3470190 | 123761 | None | code5.7c | Providing and laying Bituminous Macadam with 40/60 tphcapacity hot mix plant using crushed aggregates of specifiedgrading premixed with bituminous binder VG-40 @ 3.3% byweight of mix, transported to site, laid over a previously preparedsurface with mechanical paver finisher to the required grade,level andalignment and rolled as per clauses 501.6 and 501.7 toachieve the desired compaction v3/5.8c | Cum | 9521.71 | 9521.71 | 165.0 | False | None | None | False | None | False | 1571082.15 | 0 | | 3470164 | 123761 | None | code2.4.2 | 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 (Common SR (Volume -1)-2023-24 Item No.2.4.2, Page No.16) | Cum | 8225.9 | 8225.9 | 108.9 | False | None | None | False | None | False | 895800.51 | 0 | | 3470180 | 123761 | 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. (It .no-5.31) (S.R-2023-24)( volume-III) | Cum | 12578.32 | 12578.32 | 83.0 | False | None | None | False | None | False | 1044000.56 | 0 | | 3470157 | 123761 | None | code12.3 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular material (ROADS & BRIDES (Volume-3)2023-24 Item No 12.3 ,Page 117) | Cum | 1447.15 | 1447.15 | 323.1 | False | None | None | False | None | False | 467574.165 | 0 | | 3470198 | 123761 | None | code12.3 | Back filling behind abutment, wing wall and return wall complete including compaction as per drawing and Technical Specification A. Granular material (ROADS & BRIDES (Volume-3)2023-24 Item No 12.3 ,Page 117) | Cum | 1447.15 | 1447.15 | 20.7 | False | None | None | False | None | False | 29956.005 | 0 | | 3470191 | 123761 | None | code21a | Providing and laying Semi Dense Bituminous Concrete with40/60 TPH capacity hot mix plant batch type using crushedaggregates of specified grading premixed with bituminousbinder VG-30 @ 5% by weight of mix and filler, transported tosite, laid over a previously prepared surface with mechanicalpaver finisher to the required grade, level and alignment and rolled as per MoRTH V revision. VOL 3 ITEM 21 A | Cum | 12578.32 | 12578.32 | 82.5 | False | None | None | False | None | False | 1037711.4 | 0 | | 3470192 | 123761 | None | code8.15 | Providing and laying of hot applied thermoplastic compound2.5 mm thick including reflectorising glass beads @ 250 g/m2 area, thickness of 2.5 mm is exclusive of surface appliedglass beads as per IRC:35:2015.The finished surface to belevel, uniform and free from streaks and holes..(VOL-3/I.N 8.15) | Sqm | 656.67 | 656.67 | 135.0 | False | None | None | False | None | False | 88650.45 | 0 | | 3470181 | 123761 | None | code1.5.1 | 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 ordinary/soft rock without blasting upto 1.5 m depth ( Vol I, P-6, I.No.1.5.1 S.R 2023-24) | Cum | 370.46 | 370.46 | 139.5 | False | None | None | False | None | False | 51679.17 | 0 | | 3470165 | 123761 | None | code2.11h | 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(Common SR (Volume -1)-2023-24 Item No.2.11.h, Page No.18) | Tonne | 97894.62 | 97894.62 | 6.073 | False | None | None | False | None | False | 594514.02726 | 0 | | 3470158 | 123761 | None | code12.2 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (ROADS & BRIDES (Volume-3)2023-24 Item No 12.2 ,Page 117) | Rmtr | 290.48 | 290.48 | 161.1 | False | None | None | False | None | False | 46796.328 | 0 | | 3470199 | 123761 | None | code12.2 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with PVC Pipe 110mm outer dia at 2 kg per m2, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (ROADS & BRIDES (Volume-3)2023-24 Item No 12.2 ,Page 117) | Rmtr | 290.48 | 290.48 | 38.7 | False | None | None | False | None | False | 11241.576 | 0 | | 3470182 | 123761 | None | code2.1.2 | 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 pertechnical specifications. (The cost of steel reinforcement & formwork shall be paid separately) (VOL-1/I.N-2.1)Mix 1:4:8( M5) Using 40 mm nominal size graded crushed coarse(VOL-1/I.N-2.1.2) SR -2023-24 | Cum | 7017.69 | 7017.69 | 89.7 | False | None | None | False | None | False | 629486.793 | 0 | | 3470166 | 123761 | None | code17.12 | 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. . ( Building SR (Volume -2)-2022 Item No.17.12, Page No. 152) | Sqm | 1149.79 | 1149.79 | 337.5 | False | None | None | False | None | False | 388054.125 | 0 | | 3470167 | 123761 | None | code4.27 | 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.(ROADS & BRIDES (Volume-3)2023-24 Item No 4.27 ,Page 24) | Cum | 3170.6 | 3170.6 | 191.1 | False | None | None | False | None | False | 605901.66 | 0 | | 3470183 | 123761 | None | code2.4.2 | 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 relevantIS 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) (VOL-1/I.N-2.4)Appendix I Additionalities for Formwork, Centering & Scaffolding, Foundation, Sub structure of Cross drainages for centering 5% on the Percentage on finished rate of concrete per m3(VOL-1/PG.NO-115/SL.NO-2)M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates (VOL-1/I.N-2.4.2) | Cum | 8203.91 | 8203.91 | 145.73 | False | None | None | False | None | False | 1195555.8043 | 0 | | 3470184 | 123761 | None | code2.11h | 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-1, P-18, I.No-2.11 h, S.R-2023-24) | Tonne | 97894.62 | 97894.62 | 5.1 | False | None | None | False | None | False | 499262.562 | 0 | | 3470168 | 123761 | None | code5.4 | Tack coat on Granular surface treated with Primer (i) Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular surface .(ROADS & BRIDES (Volume-3)2023-24 Item No 5.4 ,Page 31) | Sqm | 17.34 | 17.34 | 9022.3 | False | None | None | False | None | False | 156446.682 | 0 | | 3470169 | 123761 | None | code5.8c | Bituminous Macadam Grading - II for traffic 20 MSA 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 (ROADS & BRIDES (Volume-3)2023-24 Item No 5.8, C ,Page 33) | Cum | 9491.97 | 9491.97 | 451.12 | False | None | None | False | None | False | 4282017.5064 | 0 | | 3470185 | 123761 | None | code17.17 | 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 | 1149.79 | 1149.79 | 102.0 | False | None | None | False | None | False | 117278.58 | 0 | | 3470170 | 123761 | None | code5.3 | 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 (ROADS & BRIDES (Volume-3)2023-24 Item No5.3 (i) ,Page 31) | Sqm | 14.86 | 14.86 | 9022.3 | False | None | None | False | None | False | 134071.378 | 0 | | 3470171 | 123761 | 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..(Vol.III: P.No. 43& I.No5.31) | Cum | 12578.32 | 12578.32 | 225.56 | False | None | None | False | None | False | 2837165.8592 | 0 | | 3470172 | 123761 | 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 glassbeads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes.( ROADS & BRIDES (Volume-3)2023-24 Item No 8.15,Page 67) | Sqm | 656.67 | 656.67 | 455.35 | False | None | None | False | None | False | 299014.6845 | 0 | | 3470173 | 123761 | None | codeapproved rate | Providing and fixing precast reinforced cement concrete medians of grade M25 at specified places precast medians of size 2.00mt length 0.60 mt height and top width of 0.20 mt and bottom width of 0.45mt slope as per drawing including preparation of formwork.Providing reinforcement,casting,curing loading and unloading transportation to work site fixing,applying patty,primer coat and painting two coats with plastic emulsion paint of approved brand on wall surface to give an even approved shade after thoroughly brushing the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth including cost of materials labour etc.., complete as per specification and as directed by the Engineer in charge of work unit length 2.00X0.60 mts ( approved rate) | Nos | 10618.82 | 10618.82 | 250.0 | False | None | None | False | None | False | 2654705.0 | 0 | | 3470174 | 123761 | None | code8.43 | Providing and fixing precast reinforced cement concrete medians of grade M25 at specified places precast medians of size 2.00mt length 0.60 mt height and top width of 0.20 mt and bottom width of 0.45mt slope as per drawing including preparation of formwork.Providing reinforcement,casting,curing loading and unloading transportation to work site fixing,applying patty,primer coat and painting two coats with plastic emulsion paint of approved brand on wall surface to give an even approved shade after thoroughly brushing the surface free from mortar drops and other foreign matter including preparing the surface even and sand paper smooth including cost of materials labour etc.., complete as per specification and as directed by the Engineer in charge of work unit length 2.00X0.60 mts ( approved rate) | Nos | 452.23 | 452.23 | 896.0 | False | None | None | False | None | False | 405198.08 | 0 |
|
|
|---|