| 1727343605000 | 1 | None | None | Other Works | Formation of Sub Layout including formation of 24m wide roads, 18m wide roads including asphalting, construction of RCC side Drains, RCC Cross Drainage Works, SWD, HDPE Dual Water Supply Pipeline at Devanahalli Industrial Area, Devanahalli, Doddaballapura Talu, Bengaluru Rural District. | 179360430.28 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 4082944 | 158912 | None | code01 | Roads:- 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 thorny jungle complete with all lead and lift etc, as per specification and direction of Engineer in charge. | 100 m2 | 508.2 | 508.2 | 386.7 | False | None | None | False | None | False | 196520.94 | 0 | | 4082945 | 158912 | None | code02 | 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 direction of Engineer in charge. | Cum | 107.1 | 107.1 | 27394.79 | False | None | None | False | None | False | 2933982.009 | 0 | | 4082946 | 158912 | None | code03 | 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 direction of Engineer in charge. | Cum | 446.25 | 446.25 | 3222.92 | False | None | None | False | None | False | 1438228.05 | 0 | | 4082947 | 158912 | None | code04 | 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 complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 654.15 | 654.15 | 1611.46 | False | None | None | False | None | False | 1054136.559 | 0 | | 4082948 | 158912 | None | code05 | 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. complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 124.95 | 124.95 | 1774.73 | False | None | None | False | None | False | 221752.5135 | 0 | | 4082949 | 158912 | 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 direction of Engineer in charge. | Cum | 517.65 | 517.65 | 19525.04 | False | None | None | False | None | False | 10107136.956 | 0 | | 4082950 | 158912 | 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 direction of Engineer in charge. | Cum | 2476.95 | 2476.95 | 6619.3 | False | None | None | False | None | False | 16395675.135 | 0 | | 4082951 | 158912 | 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 direction of Engineer in charge. | Cum | 2686.95 | 2686.95 | 7300.1 | False | None | None | False | None | False | 19615003.695 | 0 | | 4082952 | 158912 | 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 direction of Engineer in charge. | Sqm | 43.05 | 43.05 | 28892.5 | False | None | None | False | None | False | 1243822.125 | 0 | | 4082953 | 158912 | 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 with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 10002.3 | 10002.3 | 1785.73 | False | None | None | False | None | False | 17861407.179 | 0 | | 4082954 | 158912 | None | code11 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2 on Granular Surface complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Sqm | 14.7 | 14.7 | 28892.5 | False | None | None | False | None | False | 424719.75 | 0 | | 4082955 | 158912 | 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 with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 11584.65 | 11584.65 | 1004.08 | False | None | None | False | None | False | 11631915.372 | 0 | | 4082956 | 158912 | 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 direction of Engineer in charge. | m | 389.55 | 389.55 | 2040.0 | False | None | None | False | None | False | 794682.0 | 0 | | 4082957 | 158912 | 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 complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 385.35 | 385.35 | 142.8 | False | None | None | False | None | False | 55027.98 | 0 | | 4082958 | 158912 | 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 direction of Engineer in charge. | Each | 4985.4 | 4985.4 | 20.0 | False | None | None | False | None | False | 99708.0 | 0 | | 4082959 | 158912 | 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 direction of Engineer in charge. | Sqm | 9460.5 | 9460.5 | 9.9 | False | None | None | False | None | False | 93658.95 | 0 | | 4082960 | 158912 | None | code17 | 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 direction of Engineer in charge. | m | 2470.65 | 2470.65 | 1125.0 | False | None | None | False | None | False | 2779481.25 | 0 | | 4082961 | 158912 | None | code18 | 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 direction of Engineer in charge. | Sqm | 556.5 | 556.5 | 1764.75 | False | None | None | False | None | False | 982083.375 | 0 | | 4082962 | 158912 | None | code19 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 254.1 | 254.1 | 26.0 | False | None | None | False | None | False | 6606.6 | 0 | | 4082963 | 158912 | None | code20 | 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 direction of Engineer in charge. | Cum | 6463.8 | 6463.8 | 22.52 | False | None | None | False | None | False | 145564.776 | 0 | | 4082964 | 158912 | None | code21 | 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 direction of Engineer in charge. | Each | 785.4 | 785.4 | 134.0 | False | None | None | False | None | False | 105243.6 | 0 | | 4082965 | 158912 | None | code22 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade - English and Roman complete with all lead and lift etc, as per specification and direction of Engineer in charge. | cm | 1.68 | 1.68 | 16080.0 | False | None | None | False | None | False | 27014.4 | 0 | | 4082966 | 158912 | None | code23 | Marking of Road Boundary, Plot Boundary and Outer Boundary of Industrial Layout using Total Station Equipment including mobilization of necessary men and machinary complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Per Day | 16000.0 | 16000.0 | 4.0 | False | None | None | False | None | False | 64000.0 | 0 | | 4082967 | 158912 | None | code24 | Drain:- 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 direction of Engineer in charge. | Cum | 107.1 | 107.1 | 6014.61 | False | None | None | False | None | False | 644164.731 | 0 | | 4082968 | 158912 | None | code25 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 254.1 | 254.1 | 1423.33 | False | None | None | False | None | False | 361668.153 | 0 | | 4082969 | 158912 | None | code26 | 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 direction of Engineer in charge. | Cum | 381.15 | 381.15 | 669.8 | False | None | None | False | None | False | 255294.27 | 0 | | 4082970 | 158912 | None | code27 | 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 complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 313.95 | 313.95 | 167.45 | False | None | None | False | None | False | 52570.9275 | 0 | | 4082971 | 158912 | None | code28 | 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) In Hard Rock ( requiring blasting) Depth upto 1.50m complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 581.7 | 581.7 | 418.63 | False | None | None | False | None | False | 243517.071 | 0 | | 4082972 | 158912 | None | code29 | 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 direction of Engineer in charge. | Cum | 6463.8 | 6463.8 | 817.8 | False | None | None | False | None | False | 5286095.64 | 0 | | 4082973 | 158912 | None | code30 | 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 direction of Engineer in charge. | Cum | 8962.85 | 8962.85 | 2671.2 | False | None | None | False | None | False | 23941564.92 | 0 | | 4082974 | 158912 | None | code31 | 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 with all lead and lift etc, as per specification and direction of Engineer in charge. | m | 250.95 | 250.95 | 424.0 | False | None | None | False | None | False | 106402.8 | 0 | | 4082975 | 158912 | None | code32 | 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 direction of Engineer in charge. | Tonne | 82961.55 | 82961.55 | 198.45 | False | None | None | False | None | False | 16463719.5975 | 0 | | 4082976 | 158912 | None | code33 | 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 direction of Engineer in charge. | Cum | 279.3 | 279.3 | 2096.0 | False | None | None | False | None | False | 585412.8 | 0 | | 4082977 | 158912 | None | code34 | Inspection Chamber:- 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 direction of Engineer in charge. | Cum | 107.1 | 107.1 | 1457.94 | False | None | None | False | None | False | 156145.374 | 0 | | 4082978 | 158912 | None | code35 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Depth exceeding 1.5m, but not exceeding 3 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 271.95 | 271.95 | 364.49 | False | None | None | False | None | False | 99123.0555 | 0 | | 4082979 | 158912 | None | code36 | 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 direction of Engineer in charge. | Cum | 446.25 | 446.25 | 171.52 | False | None | None | False | None | False | 76540.8 | 0 | | 4082980 | 158912 | None | code37 | 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.-Depth exceeding 1.5m, but not exceeding 3m complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 467.25 | 467.25 | 42.88 | False | None | None | False | None | False | 20035.68 | 0 | | 4082981 | 158912 | None | code38 | 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 complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 654.15 | 654.15 | 107.2 | False | None | None | False | None | False | 70124.88 | 0 | | 4082982 | 158912 | 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 direction of Engineer in charge. | Cum | 6463.8 | 6463.8 | 20.4 | False | None | None | False | None | False | 131861.52 | 0 | | 4082983 | 158912 | None | code40 | 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 direction of Engineer in charge. | Cum | 6971.11 | 6971.11 | 118.8 | False | None | None | False | None | False | 828167.868 | 0 | | 4082984 | 158912 | None | code41 | 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 direction of Engineer in charge. | Tonne | 82961.55 | 82961.55 | 8.32 | False | None | None | False | None | False | 690240.096 | 0 | | 4082985 | 158912 | None | code42 | 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, complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 279.3 | 279.3 | 1634.72 | False | None | None | False | None | False | 456577.296 | 0 | | 4082986 | 158912 | None | code43 | Junction Culvert:- Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead (ii) By Mechanical Means a) Cement Concrete Grade M-15 & M-20 complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 754.95 | 754.95 | 30.45 | False | None | None | False | None | False | 22988.2275 | 0 | | 4082987 | 158912 | None | code44 | 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 direction of Engineer in charge. | Cum | 107.1 | 107.1 | 58.17 | False | None | None | False | None | False | 6230.007 | 0 | | 4082988 | 158912 | None | code45 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. In all kinds of soils Depth upto 1.5 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 254.1 | 254.1 | 14.54 | False | None | None | False | None | False | 3694.614 | 0 | | 4082989 | 158912 | None | code46 | 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 direction of Engineer in charge. | Cum | 381.15 | 381.15 | 6.84 | False | None | None | False | None | False | 2607.066 | 0 | | 4082990 | 158912 | None | code47 | 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 complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 313.95 | 313.95 | 1.71 | False | None | None | False | None | False | 536.8545 | 0 | | 4082991 | 158912 | None | code48 | 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) In Hard Rock ( requiring blasting) Depth upto 1.50m complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 581.7 | 581.7 | 4.28 | False | None | None | False | None | False | 2489.676 | 0 | | 4082992 | 158912 | None | code49 | 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 direction of Engineer in charge. | Cum | 6463.8 | 6463.8 | 7.78 | False | None | None | False | None | False | 50288.364 | 0 | | 4082993 | 158912 | None | code50 | 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 with all lead and lift etc, as per specification and direction of Engineer in charge. | Tonne | 82961.55 | 82961.55 | 3.57 | False | None | None | False | None | False | 296172.7335 | 0 | | 4082994 | 158912 | None | code51 | 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 direction of Engineer in charge. | Cum | 7983.36 | 7983.36 | 34.27 | False | None | None | False | None | False | 273589.7472 | 0 | | 4082995 | 158912 | None | code52 | 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 with all lead and lift etc, as per specification and direction of Engineer in charge. | m | 250.95 | 250.95 | 13.8 | False | None | None | False | None | False | 3463.11 | 0 | | 4082996 | 158912 | None | code53 | 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,complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 279.3 | 279.3 | 23.33 | False | None | None | False | None | False | 6516.069 | 0 | | 4082997 | 158912 | None | code54 | 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 direction of Engineer in charge. | Cum | 107.1 | 107.1 | 426.99 | False | None | None | False | None | False | 45730.629 | 0 | | 4082998 | 158912 | None | code55 | 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 3 m to 6 m. complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 122.85 | 122.85 | 94.26 | False | None | None | False | None | False | 11579.841 | 0 | | 4082999 | 158912 | None | code56 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. in all kinds of soils Depth exceeding 1.5m, but not exceeding 3 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 271.95 | 271.95 | 106.75 | False | None | None | False | None | False | 29030.6625 | 0 | | 4083000 | 158912 | None | code57 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. Depth in all kinds of soils exceeding 3m, but not exceeding 4.5 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 394.8 | 394.8 | 23.57 | False | None | None | False | None | False | 9305.436 | 0 | | 4083001 | 158912 | None | code58 | 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 direction of Engineer in charge. | Cum | 446.25 | 446.25 | 50.23 | False | None | None | False | None | False | 22415.1375 | 0 | | 4083002 | 158912 | None | code59 | 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 3m, but not exceeding 4.5m complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 486.15 | 486.15 | 11.09 | False | None | None | False | None | False | 5391.4035 | 0 | | 4083003 | 158912 | None | code60 | 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 Depth exceeding 1.5m, but not exceeding 3m complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 467.25 | 467.25 | 12.56 | False | None | None | False | None | False | 5868.66 | 0 | | 4083004 | 158912 | None | code61 | 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 Depth exceeding 3m, but not exceeding 4.5 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 619.5 | 619.5 | 2.77 | False | None | None | False | None | False | 1716.015 | 0 | | 4083005 | 158912 | None | code62 | 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 complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 654.15 | 654.15 | 31.4 | False | None | None | False | None | False | 20540.31 | 0 | | 4083006 | 158912 | None | code63 | 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 3m, but not exceeding 4.5m complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 746.55 | 746.55 | 6.93 | False | None | None | False | None | False | 5173.5915 | 0 | | 4083007 | 158912 | None | code64 | KSRB 2.8 : Providng and filling in foundation with granite / trap broken metal 100m. and down size, with approved sand including hand packing, ramming, watering, including cost of all materials and complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 2816.1 | 2816.1 | 46.02 | False | None | None | False | None | False | 129596.922 | 0 | | 4083008 | 158912 | None | code65 | 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 direction of Engineer in charge. | Cum | 6463.8 | 6463.8 | 61.2 | False | None | None | False | None | False | 395584.56 | 0 | | 4083009 | 158912 | None | code66 | 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 direction of Engineer in charge. | Tonne | 82961.55 | 82961.55 | 16.83 | False | None | None | False | None | False | 1396242.8865 | 0 | | 4083010 | 158912 | None | code67 | 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 direction of Engineer in charge. | Cum | 7983.36 | 7983.36 | 267.89 | False | None | None | False | None | False | 2138662.3104 | 0 | | 4083011 | 158912 | None | code68 | Reinforced cement concrete M30 grade for approach slab including reinforcement and formwork complete as per drawing and Technical specification (Batching Plant) complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 12426.75 | 12426.75 | 56.7 | False | None | None | False | None | False | 704596.725 | 0 | | 4083012 | 158912 | None | code69 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications. (Batching Plant) complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 14669.55 | 14669.55 | 14.61 | False | None | None | False | None | False | 214322.1255 | 0 | | 4083013 | 158912 | None | code70 | 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 with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 2810.85 | 2810.85 | 74.7 | False | None | None | False | None | False | 209970.495 | 0 | | 4083014 | 158912 | None | code71 | 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 20mm, covered with sealant complete with all lead and lift etc, as per specification and direction of Engineer in charge. | m | 242.55 | 242.55 | 54.0 | False | None | None | False | None | False | 13097.7 | 0 | | 4083015 | 158912 | None | code72 | 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 with all lead and lift etc, as per specification and direction of Engineer in charge. | m | 250.95 | 250.95 | 14.32 | False | None | None | False | None | False | 3593.604 | 0 | | 4083016 | 158912 | None | code73 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Sqm | 114.45 | 114.45 | 62.59 | False | None | None | False | None | False | 7163.4255 | 0 | | 4083017 | 158912 | None | code74 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade - English and Roman complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Per cm Height Per Letter | 1.68 | 1.68 | 12800.0 | False | None | None | False | None | False | 21504.0 | 0 | | 4083018 | 158912 | None | code75 | 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, complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 279.3 | 279.3 | 54.7 | False | None | None | False | None | False | 15277.71 | 0 | | 4083019 | 158912 | None | code76 | SWD:- 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 direction of Engineer in charge. | Cum | 107.1 | 107.1 | 8092.0 | False | None | None | False | None | False | 866653.2 | 0 | | 4083020 | 158912 | None | code77 | Earth work excavation by manual means for drains, canals, waste weir, draft, approach channels, key trenches, foundation of Buildings & bridges and such simillar works in all kinds of soils, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter, excavated surface leveled and sides neatly dressed disposing off the excavated stuff or sorting & stacking the selected stuff for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools & other appurtenaces required to complete the work. in all kinds of soils Depth exceeding 1.5m, but not exceeding 3 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 271.95 | 271.95 | 2023.0 | False | None | None | False | None | False | 550154.85 | 0 | | 4083021 | 158912 | None | code78 | 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 direction of Engineer in charge. | Cum | 446.25 | 446.25 | 952.0 | False | None | None | False | None | False | 424830.0 | 0 | | 4083022 | 158912 | None | code79 | 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 Depth exceeding 1.5m, but not exceeding 3m complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 467.25 | 467.25 | 238.0 | False | None | None | False | None | False | 111205.5 | 0 | | 4083023 | 158912 | None | code80 | 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 complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 654.15 | 654.15 | 595.0 | False | None | None | False | None | False | 389219.25 | 0 | | 4083024 | 158912 | None | code81 | 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 direction of Engineer in charge. | Cum | 6463.8 | 6463.8 | 357.0 | False | None | None | False | None | False | 2307576.6 | 0 | | 4083025 | 158912 | None | code82 | 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 direction of Engineer in charge. | Cum | 8981.28 | 8981.28 | 1029.56 | False | None | None | False | None | False | 9246766.6368 | 0 | | 4083026 | 158912 | None | code83 | 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 direction of Engineer in charge. | Tonne | 82961.55 | 82961.55 | 102.96 | False | None | None | False | None | False | 8541721.188 | 0 | | 4083027 | 158912 | None | code84 | 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 with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 2810.85 | 2810.85 | 2040.0 | False | None | None | False | None | False | 5734134.0 | 0 | | 4083028 | 158912 | None | code85 | 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 with all lead and lift etc, as per specification and direction of Engineer in charge. | m | 250.95 | 250.95 | 226.67 | False | None | None | False | None | False | 56882.8365 | 0 | | 4083029 | 158912 | None | code86 | 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 direction of Engineer in charge. | Cum | 279.3 | 279.3 | 1904.0 | False | None | None | False | None | False | 531787.2 | 0 | | 4083030 | 158912 | None | code87 | Water Supply:- Earth work excavation for pipeline trenches in all kinds of soils by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work etc., and all other appurtenances complete in the following strata.. ) all kinds of soil. Depth upto 1.50m -complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 275.1 | 275.1 | 3094.0 | False | None | None | False | None | False | 851159.4 | 0 | | 4083031 | 158912 | None | code88 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails
& bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata.. Ordinary/soft rock (without requiring blasting) Depth upto 1.50 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 476.7 | 476.7 | 364.0 | False | None | None | False | None | False | 173518.8 | 0 | | 4083032 | 158912 | None | code89 | Earth work excavation for pipeline trenches by mechanical means as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blasting materials, barricading, caution lights,
bracing, using sight rails & bonding rods at every 100 mm wherever necessary as directed, removal of stumps and other deleterious matter, dressing of sides and levelling the bottom of trench to the extent required , utilising the available excavated earth locally for the work and all other appurtenances to complete in the following strata. Hard rock (blasting prohibited) Depth upto 1.50 m complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 1064.7 | 1064.7 | 182.0 | False | None | None | False | None | False | 193775.4 | 0 | | 4083033 | 158912 | None | code90 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For Grade PE 100 PN 10.0 HDPE Grade PE100-PN10.0, 160mm dia pipes complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Rmtr | 1120.35 | 1120.35 | 1020.0 | False | None | None | False | None | False | 1142757.0 | 0 | | 4083034 | 158912 | None | code91 | Providing, laying and jointing HDPE pipes of specified grade and conforming to IS 4984-2016 with latest ammendments and conveying to work site including loading and unloading at both destinations and rolling and lowering into trenches, laying true to line and jointing of pipes and specials with electrofusion welding, giving hydraulic test as per relevant ISS with all lead and lifts including encasing the pipe alround to a depth of not less than 15 cms. with soft gravel or selected earth available from the excation, testing and commissioning. The rate is exclusive of required specials and fittings wherever necessary like saddle Tee, stub ends, flanged sets, bedns, reducers etc. complete (Contractor will make his own arrangements for procuring water for testing) etc. complete. NOTE: Upto 110mm dia Coil shall be used. For Grade PE 100 PN 10.0 HDPE Grade PE100-PN10.0, 110mm dia pipes complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Rmtr | 562.8 | 562.8 | 2820.0 | False | None | None | False | None | False | 1587096.0 | 0 | | 4083035 | 158912 | None | code92 | Providing bedding for the pipeline trenches in black cotton and rock reaches including watering and consolidation by punners etc. M -Sand complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 2023.0 | 2023.0 | 454.95 | False | None | None | False | None | False | 920363.85 | 0 | | 4083036 | 158912 | None | code93 | Providing and fixing of Single/ Double chamber triple function tamper proof (Both the orifces to be housed in the single chamber) Air valves with Body and cover in Ductile cast iron of grade GGG 40/ 50. All internal parts such as float, shell with appurtenances., all cover bolts of austenitic alloy / SS 304 steel, DN 50 float of HOSTAFLON / SS 304 and gaskers and seals of EPDM. Epoxy powder coating (EP-P) inside and outside colour blue RAL5005. The valves should be designed for all the three functions i.e., 1. Large orifice for venting of large air volumes on start up. 2. Large orifice for intake of large air volumes. 3. Small orifice for discharge of pressurized air during operation.For PN 10.0 etc. complete For PN 10.0, For TP Air Valves of 50mm dia. complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Each | 29600.55 | 29600.55 | 1.0 | False | None | None | False | None | False | 29600.55 | 0 | | 4083037 | 158912 | None | code94 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete For PN-16 Sluice valve-100mm dia, PN 16.0 complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Each | 13078.8 | 13078.8 | 10.0 | False | None | None | False | None | False | 130788.0 | 0 | | 4083038 | 158912 | None | code95 | Providing and fixing DI Resilient seated soft sealing SLUICE VALVE of variouis dia. with body bonnet of Ductile Iron (DI) conforming ti IS-1865 with the latest amendments and of grade GGG 40/50, shaft of stainless steel, wedge fully rubber lined with EDPM seals of NBR and the valves should be vacum tight and 100% leak proof with face to face dimensions as per IS 14846-2000 with the latest amendments only. The stem sealing should be with toroidal sealing rings (minimum 2 " O " rings). Body and bonnet should be coated with Electrostatically applied Epoxy Powder Coating with minimum coating thickness of 250 micron both inside and outside. The rate is inclusive of cost of valves, T.P set, galvanized bolts & nuts and rubber insertions etc. but excluding earth work. For PN-10: (Note: TP set should be considered only for DI pipes estimate. For MS pipes estimates, TP sets cost of corresponding dia shall be deducted from the SR rates of valves and provision for corresponding dia MS flanges should be made in the estimate.) etc. complete For PN-16 Sluice valve-150mm dia, PN 16.0 complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Each | 22207.5 | 22207.5 | 2.0 | False | None | None | False | None | False | 44415.0 | 0 | | 4083039 | 158912 | None | code96 | Providing & Fixing sluice valves/ Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Each of MJ collars, two
flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. etc. complete. For sluice valve with accessories. Labour charges-100mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Each | 486.15 | 486.15 | 10.0 | False | None | None | False | None | False | 4861.5 | 0 | | 4083040 | 158912 | None | code97 | Providing & Fixing sluice valves/ Butterfly Valves (labour charges only) conforming to relevant ISS with latest amendments as detailed below for the following diameter and types with two Each of MJ collars, two
flanged spigots, conveying to work site, loading, unloading, stacking with appurtenances. with all lead and lifts, aligning, fixing and testing with appurtenances. etc. complete. For sluice valve with accessories. Labour charges-150mm dia complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Each | 550.2 | 550.2 | 2.0 | False | None | None | False | None | False | 1100.4 | 0 | | 4083041 | 158912 | None | code98 | Refilling available earth around trenches/pipelines, cables in layers not exceeding 20 cms in depth, compacting each deposited layer by ramming after watering with a lead upto 50 m, and lift upto 1.5 m. complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 168.0 | 168.0 | 1092.0 | False | None | None | False | None | False | 183456.0 | 0 | | 4083042 | 158912 | None | code99 | Valve Chambers:- 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 direction of Engineer in charge. | Cum | 107.1 | 107.1 | 46.4 | False | None | None | False | None | False | 4969.44 | 0 | | 4083043 | 158912 | None | code100 | 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 direction of Engineer in charge. | Cum | 381.15 | 381.15 | 5.46 | False | None | None | False | None | False | 2081.079 | 0 | | 4083044 | 158912 | None | code101 | 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) In Hard Rock ( requiring blasting) Depth upto 1.50m complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 581.7 | 581.7 | 2.73 | False | None | None | False | None | False | 1588.041 | 0 | | 4083045 | 158912 | None | code102 | 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 direction of Engineer in charge. | Cum | 6463.8 | 6463.8 | 4.97 | False | None | None | False | None | False | 32125.086 | 0 | | 4083046 | 158912 | None | code103 | Providing and laying in position Cement Concrete for all Foundation works. The granite/trap/basalt crushed graded coarse aggregates and fine aggregates as per relevant IS Codes machine mixed with super plasticizers laid in finished layers, well compacted using needle vibrators, including all lead & lifts, cost of all materials, quality confirming to the requirements of relevant IS codes, labour, Usage charges of machinery, curing and all the other appurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregates complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 6931.42 | 6931.42 | 17.36 | False | None | None | False | None | False | 120329.4512 | 0 | | 4083047 | 158912 | None | code104 | 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 direction of Engineer in charge. | Tonne | 82961.55 | 82961.55 | 0.87 | False | None | None | False | None | False | 72176.5485 | 0 | | 4083048 | 158912 | None | code105 | 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 and lift upto 1.5 m. complete with all lead and lift etc, as per specification and direction of Engineer in charge. | Cum | 279.3 | 279.3 | 24.34 | False | None | None | False | None | False | 6798.162 | 0 | | 4083049 | 158912 | None | code106 | Specials | LS | 275000.0 | 275000.0 | 1.0 | False | None | None | False | None | False | 275000.0 | 0 |
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