| 1720264122000 | 0 | None | None | Other Works | Development of road and drain in NR Constituency Hyder Ali road to Kalikamba Temple road and SP Office circle, Hanumantha nagara Main road to urdu school road Zone-07 Limits | 47296928.72 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3470479 | 123780 | 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 | 2186.33 | False | None | None | False | None | False | 257331.041 | 0 | | 3470480 | 123780 | None | code2.2b | Removal of stumps and roots including backfilling with suitable material to required compaction Girth from 600 mm to 900 mm ((Common SR (Volume -3)-2023-24, Item No.2.2b Page No. 17) | Sqm | 603.39 | 603.39 | 39.0 | False | None | None | False | None | False | 23532.21 | 0 | | 3470481 | 123780 | None | code1.8 | 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. ((Common SR (Volume -1)-2023-24, Item No.1.8, Page No. 7) | Cum | 587.28 | 587.28 | 2131.7 | False | None | None | False | None | False | 1251904.776 | 0 | | 3470482 | 123780 | None | code19.9.2 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineerin- charge.In cement mortar(Common SR (Volume -2)-2023-24 Item No.19.9.2 Page No. 187) | Cum | 2086.47 | 2086.47 | 243.0 | False | None | None | False | None | False | 507012.21 | 0 | | 3470483 | 123780 | 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 | 1659.29 | False | None | None | False | None | False | 209684.4773 | 0 | | 3470484 | 123780 | 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 | 3845.61 | False | None | None | False | None | False | 404981.1891 | 0 | | 3470485 | 123780 | None | code17.1 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.(Common SR (Volume -2)-2023-24 Item No17.1 Page No.175) | Cum | 1241.47 | 1241.47 | 129.6 | False | None | None | False | None | False | 160894.512 | 0 | | 3470486 | 123780 | 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 | 341.12 | False | None | None | False | None | False | 2393874.4128 | 0 | | 3470487 | 123780 | 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 | 222.66 | False | None | None | False | None | False | 1744360.7454 | 0 | | 3470488 | 123780 | 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 | 387.84 | False | None | None | False | None | False | 3190333.056 | 0 | | 3470489 | 123780 | 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 | 8617.62 | 8617.62 | 863.29 | False | None | None | False | None | False | 7439505.1698 | 0 | | 3470490 | 123780 | 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 | 99.774 | False | None | None | False | None | False | 9767337.81588 | 0 | | 3470491 | 123780 | None | code4.1.1 | 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 -I Material (Common SR (Volume -3)-2023-24 Item No4.1.1 Page No.7). | Cum | 3082.63 | 3082.63 | 1296.0 | False | None | None | False | None | False | 3995088.48 | 0 | | 3470492 | 123780 | 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 | 1387.2 | False | None | None | False | None | False | 4398256.32 | 0 | | 3470493 | 123780 | None | code5.1a | Prime Coat over WMM/WBM (i) 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/m2 using mechanical means.(ROADS & BRIDES (Volume-3)2023-24 Item No 5.1, A ,Page 31) | Sqm | 50.79 | 50.79 | 8640.0 | False | None | None | False | None | False | 438825.6 | 0 | | 3470494 | 123780 | None | code5.12c | Dense Graded Bituminous Macadam Grading - II for traffic 20 MSA Providing and laying Dense Graded Bituminous Macadam with 40/60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 4.5 per cent
by weight of total mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. (ROADS & BRIDES (Volume-3)2023-24 Item No 5.12, C ,Page 35) | Cum | 11707.31 | 11707.31 | 432.0 | False | None | None | False | None | False | 5057557.92 | 0 | | 3470495 | 123780 | 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 | 8640.0 | False | None | None | False | None | False | 128390.4 | 0 | | 3470496 | 123780 | None | code5.16c | Bituminous Concrete Grading II for traffic 20 MSAProviding and laying Bituminous Concrete with 40/60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 percent of mix and filler, transporting the hot mix to work site, laying with mechanical paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects(Common SR (Volume -3)-2023-24 Item No5.16 c Page No.37) | Cum | 13572.0 | 13572.0 | 259.2 | False | None | None | False | None | False | 3517862.4 | 0 | | 3470497 | 123780 | 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 | 324.0 | False | None | None | False | None | False | 212761.08 | 0 | | 3470498 | 123780 | None | code8.42.7 | Supplying and fixing M15 grade precast cement concrete Kerb stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra) 300 x 300 x 150 mm Kerb Stone ( Item no-8.42.7 PAGE NO 74) (S.R-2023-2024 volume-3) | Rmtr | 465.86 | 465.86 | 674.0 | False | None | None | False | None | False | 313989.64 | 0 | | 3470499 | 123780 | None | code8.10 | Painting Two Coats on New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces(Common SR (Volume -3)-2023-24 Item No8.10 Page No-65) | Sqm | 135.05 | 135.05 | 202.2 | False | None | None | False | None | False | 27307.11 | 0 | | 3470500 | 123780 | None | code8.43 | Supplying and Fixing of Molded Shank Raised PavementMarkers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTHCircular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer..( ROADS & BRIDES (Volume-3)2023-24 Item No 8.43,Page 74) | Nos | 452.23 | 452.23 | 1250.0 | False | None | None | False | None | False | 565287.5 | 0 | | 3470501 | 123780 | None | code12.30 | 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 | 243.0 | False | None | None | False | None | False | 351657.45 | 0 | | 3470502 | 123780 | 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 | 296.12 | 296.12 | 81.0 | False | None | None | False | None | False | 23985.72 | 0 | | 3470503 | 123780 | 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 | 180.0 | False | None | None | False | None | False | 206962.2 | 0 | | 3470504 | 123780 | None | code11.58 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineerin- charge. (Made of G.I. wire of dia 4 mm) (Buildings (Volume-2)2023-24 Item No 11.58 ,Page 95) | Sqm | 994.91 | 994.91 | 243.0 | False | None | None | False | None | False | 241763.13 | 0 | | 3470505 | 123780 | None | code11.16.1 | Providing and fixing Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc.complete. Hot finished seamless type tubes including cost of materials, labour, usage charges of machinery complete as per specifications and as per directions of the Engineer-in-Charge. (Buildings (Volume-2)2023-24 Item No 11.16.1 ,Page 81) | Kg | 168.5 | 168.5 | 2768.44 | False | None | None | False | None | False | 466482.14 | 0 |
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