| 1710457435000 | 0 | None | None | Other Works | Formation of Industrial Layout including formation of road no.D-11 and road no.D-12 of 30m wide roads of flexible pavement, construction of RCC side drains, RCC Box culverts, RCC utility ducts, RCC Retaining Wall, drain crossings, etc., at Sector-8 of Phase-3 of Dharwad Industrial Node at Dharwad Taluk and District | 266901275.35 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3081883 | 105661 | None | code01 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, including removal and disposal of top organic soil not exceeding 150 mm in thickness. ii) By Mechanical Means using Dozer: B. In area of light jungle complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | 100 Sqm | 486.93 | 486.93 | 270.0 | False | None | None | False | None | False | 131471.1 | 0 | | 3081884 | 105661 | None | code02 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 117.71 | 117.71 | 15175.65 | False | None | None | False | None | False | 1786325.7615 | 0 | | 3081885 | 105661 | None | code03 | Earth work in surface excavation by mechanical means for lowering & leveling the ground without blasting for all works other than foundation in Ordinary/Soft rock & 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 ofexcavated 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 Ordinary/Soft rock upto 300 mm complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 448.52 | 448.52 | 1686.18 | False | None | None | False | None | False | 756285.4536 | 0 | | 3081886 | 105661 | None | code04 | Construction of Embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded with desired compaction. (Royalty shall be recovered @ Rs.60/m3 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 147.44 | 147.44 | 13375.74 | False | None | None | False | None | False | 1972119.1056 | 0 | | 3081887 | 105661 | None | code05 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 587.29 | 587.29 | 22608.23 | False | None | None | False | None | False | 13277587.3967 | 0 | | 3081888 | 105661 | None | code06 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 610.83 | 610.83 | 11937.5 | False | None | None | False | None | False | 7291783.125 | 0 | | 3081889 | 105661 | None | code07 | Construction of Granular Sub-Base of required grading as per design spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (v) For Grading -V Material complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 2922.8 | 2922.8 | 4775.0 | False | None | None | False | None | False | 13956370.0 | 0 | | 3081890 | 105661 | None | code08 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mx 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 3170.6 | 3170.6 | 5668.75 | False | None | None | False | None | False | 17973338.75 | 0 | | 3081891 | 105661 | None | code09 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 50.8 | 50.8 | 22675.0 | False | None | None | False | None | False | 1151890.0 | 0 | | 3081892 | 105661 | None | code10 | Providing and laying Dense Graded Bituminous Macadam with 120 TPH capacity HMP batch type 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 11802.71 | 11802.71 | 1360.5 | False | None | None | False | None | False | 16057586.955 | 0 | | 3081893 | 105661 | None | code11 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 14.87 | 14.87 | 28075.0 | False | None | None | False | None | False | 417475.25 | 0 | | 3081894 | 105661 | None | code12 | Providing and laying Bituminous Concrete with 120 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-30, @ 5.4 per cent 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 13669.89 | 13669.89 | 907.0 | False | None | None | False | None | False | 12398590.23 | 0 | | 3081895 | 105661 | None | code13 | Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCC M20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409. b. PCC M20 grade for kerb Cast in Situ complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 459.67 | 459.67 | 8892.0 | False | None | None | False | None | False | 4087385.64 | 0 | | 3081896 | 105661 | None | code14 | Construction of Median and Island above road level with approved material deposited at site from roadway cutting and excavation for drain and foundation of other structures, spread, graded and compacted as per clause 408 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 454.71 | 454.71 | 720.0 | False | None | None | False | None | False | 327391.2 | 0 | | 3081897 | 105661 | None | code15 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC:67:2022 made of Class C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick Aluminium composite material sheet depending on the size of the sign fixed over the back support frame of min 25 x 25 x 3mm angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.The sign shall be maintained as per section 12 of IRC:67:2022. 90 cm equilateral triangle complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Each | 5882.77 | 5882.77 | 4.0 | False | None | None | False | None | False | 23531.08 | 0 | | 3081898 | 105661 | None | code16 | Direction and Place Identification Signs upto 0.9 m2 Size Board. Providing and erecting direction and place identification retroreflectorised sign as per IRC:67:2022 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4mm with area not exceeding 0.9m2 fixed over back support frame of min 35 x 35 x 3mm angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 11163.39 | 11163.39 | 3.6 | False | None | None | False | None | False | 40188.204 | 0 | | 3081899 | 105661 | None | code17 | 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 glass beads as per IRC:35:2015.The finished surface to be level, uniform and free from streaks and holes complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 656.67 | 656.67 | 586.8 | False | None | None | False | None | False | 385333.956 | 0 | | 3081900 | 105661 | None | code18 | Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Each | 926.77 | 926.77 | 600.0 | False | None | None | False | None | False | 556062.0 | 0 | | 3081901 | 105661 | None | code19 | Supplying and Fixing of Molded Shank Raised Pavement Markers / 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 MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall notexceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to thebase shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than19 +/- 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Each | 452.24 | 452.24 | 1260.0 | False | None | None | False | None | False | 569822.4 | 0 | | 3081902 | 105661 | None | code20 | RCC Drains: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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 126.38 | 126.38 | 2688.0 | False | None | None | False | None | False | 339709.44 | 0 | | 3081903 | 105661 | None | code21 | 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 ordinary/soft rock without blasting upto 1.5 m depth complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 449.76 | 449.76 | 1152.0 | False | None | None | False | None | False | 518123.52 | 0 | | 3081904 | 105661 | None | code22 | 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 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 7627.28 | 7627.28 | 720.0 | False | None | None | False | None | False | 5491641.6 | 0 | | 3081905 | 105661 | None | code23 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 10576.17 | 10576.17 | 1593.3 | False | None | None | False | None | False | 16851011.661 | 0 | | 3081906 | 105661 | None | code24 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 1149.79 | 1149.79 | 4320.0 | False | None | None | False | None | False | 4967092.8 | 0 | | 3081907 | 105661 | None | code25 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 296.12 | 296.12 | 320.0 | False | None | None | False | None | False | 94758.4 | 0 | | 3081908 | 105661 | None | code26 | 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 For all other type of structures complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Tonne | 97894.63 | 97894.63 | 103.56 | False | None | None | False | None | False | 10137967.8828 | 0 | | 3081909 | 105661 | None | code27 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 329.57 | 329.57 | 312.0 | False | None | None | False | None | False | 102825.84 | 0 | | 3081910 | 105661 | None | code28 | Utility Duct: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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 126.38 | 126.38 | 4371.68 | False | None | None | False | None | False | 552492.9184 | 0 | | 3081911 | 105661 | None | code29 | 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 ordinary/soft rock without blasting upto 1.5 m depthcomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 449.76 | 449.76 | 1873.58 | False | None | None | False | None | False | 842661.3408 | 0 | | 3081912 | 105661 | None | code30 | 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 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 7627.28 | 7627.28 | 847.73 | False | None | None | False | None | False | 6465874.0744 | 0 | | 3081913 | 105661 | None | code31 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 10576.17 | 10576.17 | 2300.0 | False | None | None | False | None | False | 24325191.0 | 0 | | 3081914 | 105661 | None | code32 | 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.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 1143.6 | 1143.6 | 5168.0 | False | None | None | False | None | False | 5910124.8 | 0 | | 3081915 | 105661 | None | code33 | 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 For all other type of structures complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Tonne | 97894.63 | 97894.63 | 181.31 | False | None | None | False | None | False | 17749275.3653 | 0 | | 3081916 | 105661 | None | code34 | Providing and laying 60mm thick factory made precast M -30 grade Cement Concrete Paver Block as per IRC SP 63:2018 &IS 15658 for Cycle Tracks & Pedestrian Footpaths of approved shape and colour, laid in required pattern and including over30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-incharge. (WMM/WBM Base to be paid separately if necessary as per relevant technical specification) complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 1323.25 | 1323.25 | 5160.0 | False | None | None | False | None | False | 6827970.0 | 0 | | 3081917 | 105661 | None | code35 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 329.57 | 329.57 | 816.0 | False | None | None | False | None | False | 268929.12 | 0 | | 3081918 | 105661 | None | code36 | Providing S&S RCC SPUN / VIBRATED CAST PIPES (REINFORCED) pipes NP-3 Class conforming to IS:458-1988 with latest amentments using ordinary portland cement, for sanitary works and conveying to work site, rolling and lowering into trenches, laying true to line and level including loading and unloading at both destinations and jointing of pipes and specials, perfect linking of joints with jack to correct position including cost of jointing materials, i.e, rubber rings conforming to IS: 5382 for S&S RCC pipes, with all leads and lifts as directed and giving necessary hydraulic test as per ISS to the required pressure and commissioning etc. complete. (Contractor will make his own arrangements for procuring water for testing). Before the execution of the work, the contractor shall carry out the survey. RCC NP3 Class pipe of 450 mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 2915.37 | 2915.37 | 120.0 | False | None | None | False | None | False | 349844.4 | 0 | | 3081919 | 105661 | None | code37 | Box Culvert: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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 126.38 | 126.38 | 2665.98 | False | None | None | False | None | False | 336926.5524 | 0 | | 3081920 | 105661 | None | code38 | 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 ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 526.58 | 526.58 | 594.1 | False | None | None | False | None | False | 312841.178 | 0 | | 3081921 | 105661 | None | code39 | 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 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 7627.28 | 7627.28 | 190.76 | False | None | None | False | None | False | 1454979.9328 | 0 | | 3081922 | 105661 | None | code40 | 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 For all other type of structures complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Tonne | 97894.63 | 97894.63 | 206.93 | False | None | None | False | None | False | 20257335.7859 | 0 | | 3081923 | 105661 | None | code41 | 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.-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 9420.36 | 9420.36 | 1724.43 | False | None | None | False | None | False | 16244751.3948 | 0 | | 3081924 | 105661 | None | code42 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 14663.57 | 14663.57 | 99.87 | False | None | None | False | None | False | 1464450.7359 | 0 | | 3081925 | 105661 | None | code43 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 17310.07 | 17310.07 | 97.41 | False | None | None | False | None | False | 1686173.9187 | 0 | | 3081926 | 105661 | None | code44 | Drainage Spouts using 100 mm GI pipe complete as per drawing and Technical specification complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | No | 4052.77 | 4052.77 | 38.0 | False | None | None | False | None | False | 154005.26 | 0 | | 3081927 | 105661 | None | code45 | Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 286.21 | 286.21 | 600.0 | False | None | None | False | None | False | 171726.0 | 0 | | 3081928 | 105661 | None | code46 | Providing and constructing 450 mm thick size stone pitching with using 200 to 250mm size stones with pin headers at 2 per m2 using stones and stone chips from approved source including cost of all materials, labour, hand packing /wedging stone chips, finishing and all other ancillary operations with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 804.11 | 804.11 | 641.39 | False | None | None | False | None | False | 515748.1129 | 0 | | 3081929 | 105661 | None | code47 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 mand lift upto 1.5 m with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 329.57 | 329.57 | 99.0 | False | None | None | False | None | False | 32627.43 | 0 | | 3081930 | 105661 | None | code48 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entiresurface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 3316.8 | 3316.8 | 343.8 | False | None | None | False | None | False | 1140315.84 | 0 | | 3081931 | 105661 | None | code49 | Providing and constructing 75 mm dia PVC pipe weep holes for concrete / masonry walls including providing 200 x 200 x 200 mm size porous concrete block made of cement and 20 mm down coarse aggregate in 1 : 4 proportion including 100 mm thick sand backing at the junction of wall and soil back fill, cost of all materials, machinery,labour & all necessary works as directed and complete as per specification with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 417.54 | 417.54 | 89.6 | False | None | None | False | None | False | 37411.584 | 0 | | 3081932 | 105661 | None | code50 | Reatining wall :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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 126.38 | 126.38 | 3714.5 | False | None | None | False | None | False | 469438.51 | 0 | | 3081933 | 105661 | None | code51 | 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 ordinary/soft rock without blasting Depth exceeding 1.5 m, but not exceeding 3 m with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 526.58 | 526.58 | 437.0 | False | None | None | False | None | False | 230115.46 | 0 | | 3081934 | 105661 | None | code52 | Earth work excavation for Foundation by Mechanical means depth upto 1.50m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including cost of explosives, dressing of excavated surfaces, disposing off or levelling 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, blasting materials, tools, usage of Machinery & all other appurtenaces required to complete the work-In Hard Rock ( requiring blasting) Depth exceeding 1.5 m, but not exceeding 3 m with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 771.9 | 771.9 | 218.5 | False | None | None | False | None | False | 168660.15 | 0 | | 3081935 | 105661 | None | code53 | 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 1:2:4 Using 40 mm nominal size graded crushed coarse aggregates with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 7627.28 | 7627.28 | 238.5 | False | None | None | False | None | False | 1819106.28 | 0 | | 3081936 | 105661 | None | code54 | 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 For all other type of Structures with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Tonne | 97894.63 | 97894.63 | 28.62 | False | None | None | False | None | False | 2801744.3106 | 0 | | 3081937 | 105661 | None | code55 | 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.-M25 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 8635.33 | 8635.33 | 1193.75 | False | None | None | False | None | False | 10308425.1875 | 0 | | 3081938 | 105661 | None | code56 | Providing and laying of Filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 3316.8 | 3316.8 | 712.5 | False | None | None | False | None | False | 2363220.0 | 0 | | 3081939 | 105661 | None | code57 | 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | m | 296.12 | 296.12 | 105.0 | False | None | None | False | None | False | 31092.6 | 0 | | 3081940 | 105661 | None | code58 | Nala: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 Feeder Canal with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 117.71 | 117.71 | 720.0 | False | None | None | False | None | False | 84751.2 | 0 | | 3081941 | 105661 | None | code59 | Providing and laying in Cement Concrete for all Basement & surface level works, return walls, retaining walls, sunken floors etc. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevantIS Codes machine mixed with super plasticisers, laid in layers, well compacted using needle vibrators, providing weep holes wherever necessary, including all lead & lifts, cost of all materials of quality, labour, Usage charges of machinery, curing and all other appurtenances required to complete the work as per technical specifications.M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 8617.62 | 8617.62 | 108.0 | False | None | None | False | None | False | 930702.96 | 0 | | 3081942 | 105661 | None | code60 | 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 with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Tonne | 97894.63 | 97894.63 | 6.48 | False | None | None | False | None | False | 634357.2024 | 0 | | 3081943 | 105661 | None | code61 | Providing and constructing 300 mm thick rubble stone pitching set in CM 1: 5 proportion by volume with pin headers at 2 per m2 including cost of all materials from approved source, labour, packing stone chips and mortar into joints, finishing, curing and all other ancillary operations complete. | Sqm | 1295.99 | 1295.99 | 6400.0 | False | None | None | False | None | False | 8294336.0 | 0 |
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