| 1710563528000 | 0 | None | None | Other Works | Formation of 24m & 18m wide asphalt roads including construction of RCC side drains, culverts and providing & laying of HDPE pipelines of sublayout no.5, Hassan Growth Centre Industrial Area, Hassan Taluk, Hassan District | 388363335.56 | | id | tenderSubEstimateId | categoryName | itemCode | description | uomName | baseRate | finalRate | quantity | modifyQuantityYn | minQuantity | maxQuantity | buyBackYn | buyBackValue | hideYn | netAmount | taxCount |
|---|
| 3113544 | 106987 | None | code01 | Road: 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: 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 | 356.44 | False | None | None | False | None | False | 173561.3292 | 0 | | 3113545 | 106987 | None | code02 | Compacting original ground supporting embankment Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 130.1 | 130.1 | 4812.3 | False | None | None | False | None | False | 626080.23 | 0 | | 3113546 | 106987 | None | code03 | 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 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 117.71 | 117.71 | 65073.25 | False | None | None | False | None | False | 7659772.2575 | 0 | | 3113547 | 106987 | None | code04 | 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 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 workcomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 439.97 | 439.97 | 65073.25 | False | None | None | False | None | False | 28630277.8025 | 0 | | 3113548 | 106987 | 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 (Royalty shall be recovered @ Rs. 60.00/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 | 63351.58 | False | None | None | False | None | False | 9340556.9552 | 0 | | 3113549 | 106987 | None | code06 | 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. | Cum | 587.29 | 587.29 | 8918.8 | False | None | None | False | None | False | 5237922.052 | 0 | | 3113550 | 106987 | None | code07 | 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 | 25231.75 | False | None | None | False | None | False | 15412309.8525 | 0 | | 3113551 | 106987 | None | code08 | 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 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 | 8918.8 | False | None | None | False | None | False | 26067868.64 | 0 | | 3113552 | 106987 | None | code09 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 3170.6 | 3170.6 | 9084.71 | False | None | None | False | None | False | 28803981.526 | 0 | | 3113553 | 106987 | None | code10 | Providing and applying primer coat with SS1 grade Bitumen Emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg per m2 using mechanical means. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 50.8 | 50.8 | 34927.86 | False | None | None | False | None | False | 1774335.288 | 0 | | 3113554 | 106987 | None | code11 | Providing and applying tack coat with RS1 Bituminous Emulsion using emulsion pressure distributor at the rate of 0.25 kg/m2on Granular surface complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 17.35 | 17.35 | 34927.86 | False | None | None | False | None | False | 605998.371 | 0 | | 3113555 | 106987 | None | code12 | Dense Graded Bituminous Macadam Grading - II for traffic greater than 20 MSA Providing and laying Dense Graded Bituminous Macadam with 100 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 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 | 11993.52 | 11993.52 | 2095.67 | False | None | None | False | None | False | 25134460.0584 | 0 | | 3113556 | 106987 | None | code13 | Bituminous Concrete Grading II for traffic greater than 20 MSA Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 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 | 13946.18 | 13946.18 | 1397.11 | False | None | None | False | None | False | 19484347.5398 | 0 | | 3113557 | 106987 | None | code14 | Retro-Reflectorised Traffic SignsProviding and fixing of retro- reflectorised cautionary,mandatory and informatory sign as per IRC:67:2022 madeof Class C Type XI retro reflective sheeting fixed over 2 mmthick aluminium sheeting vide clause 801.3, 3mm/4mm thickAluminium composite material sheet depending on the size ofthe sign fixed over the back support frame of min 25 x 25 x3mm angle mounted on a mild steel circular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properlydesigned foundation with M25 grade cement concrete 45 cmx 45 cm x 60 cm, 60 cm below ground level as per approveddrawing.The sign shall be maintained as per section 12 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Each | 5803.48 | 5803.48 | 14.0 | False | None | None | False | None | False | 81248.72 | 0 | | 3113558 | 106987 | None | code15 | Direction and Place Identification Signs upto 0.9 m2 SizeBoard.Providing and erecting direction and place identification retroreflectorisedsign as per IRC:67:2022 made of high intensitygrade sheeting vide clause 801.3, fixed over aluminiumsheeting, 2 mm thick or Aluminium composite material sheetwith overall thickness of 4mm with area not exceeding 0.9m2 fixed over back support frame of min 35 x 35 x 3mm anglemounted on a mild steel circular pipe 65 NB, firmly fixed to theground by means of properly designed foundation with M25grade cement concrete 45 x 45 x 60 cm, 60 cm below groundlevel as per approved drawing complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 10631.8 | 10631.8 | 7.2 | False | None | None | False | None | False | 76548.96 | 0 | | 3113559 | 106987 | None | code16 | Supplying and Fixing of Molded Shank Raised PavementMarkers / Cat's Eye made of polycarbonate and ABS mouldedbody and reflective panels with micro prismatic lens capable ofproviding total internal reflection of the light entering the lensface and shall support a load of 16000 kg tested in accordanceto ASTM D 4280 Type H and complying to Specifications ofCategory A of MORTH Circular No RW/NH/33023/10-97DO III Dt 11.06. 1997. The height, width and length shall notexceed 50 mm, 100 mm and 102 +/- 2 mm and with minimumreflective area of 13 cm2 on each side and the slope to thebase shall be 35 +/- 5 degree. The strength of detachment ofthe integrated cylindrical shanks, (of diameter not less than19 +/- 2 mm and height not less than 30+/- 2 mm) fromthe body is to be a minimum value of 500 Kg. Fixing will beby drilling holes on the road for the shanks to go inside,without nails and using epoxy resin based adhesive as permanufacturer's recommendation and complete as directed bythe engineer.The contractor shall submit a two year warrantyfor satisfactory field performance including stipulatedretro-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 | Nos | 452.24 | 452.24 | 1989.0 | False | None | None | False | None | False | 899505.36 | 0 | | 3113560 | 106987 | None | code17 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound2.5 mm thick including reflectorising glass beads @ 250 g/m2area, thickness of 2.5 mm is exclusive of surface applied glassbeads as per IRC:35:2015.The finished surface to be level,uniform and free from streaks and holes. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 656.67 | 656.67 | 1571.0 | False | None | None | False | None | False | 1031628.57 | 0 | | 3113561 | 106987 | None | code18 | Providing and laying in position Cement Concrete for levelling course forall works in foundation. The granite/trap/basalt crushed graded coarseaggregates 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 1:3:6 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 | 7420.37 | 7420.37 | 117.36 | False | None | None | False | None | False | 870854.6232 | 0 | | 3113562 | 106987 | None | code19 | Kerb StonesSupplying and fixing M15 grade precast cement concrete Kerb
stones for Roadway, Sidewalls and gutters fixed with CM 1:3 fixed and finsihed in line as per direction of Engineer in charge. (The cost of PCC shall be paid extra)600 x 300 x 150 mm size.complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Mtr | 573.66 | 573.66 | 3912.0 | False | None | None | False | None | False | 2244157.92 | 0 | | 3113563 | 106987 | None | code20 | Providing and applying 2 coats of water based cement paint tounplastered concrete surface after cleaning the surface of dirt,dust, oil, grease, efflorescence and applying paint @ of 1 litre for2 m2. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 104.08 | 104.08 | 1173.6 | False | None | None | False | None | False | 122148.288 | 0 | | 3113564 | 106987 | None | code21 | Construction of Median and Island with Soil Taken fromBorrow AreasConstruction of median and Island above road level withapproved material brought from borrow pits, spread, sloped andcompacted as per clause 408 complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 672.78 | 672.78 | 273.84 | False | None | None | False | None | False | 184234.0752 | 0 | | 3113565 | 106987 | None | code22 | Re Surfacing of Road: 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 (a) In area of light jungle complete as per Drawing and Technical Specifications. | 100 Sqm | 486.93 | 486.93 | 75.33 | False | None | None | False | None | False | 36680.4369 | 0 | | 3113566 | 106987 | None | code23 | 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 | 376.65 | False | None | None | False | None | False | 230069.1195 | 0 | | 3113567 | 106987 | None | code24 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver/grader in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 3170.6 | 3170.6 | 125.63 | False | None | None | False | None | False | 398322.478 | 0 | | 3113568 | 106987 | None | code25 | 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 broomcomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 14.87 | 14.87 | 62775.0 | False | None | None | False | None | False | 933464.25 | 0 | | 3113569 | 106987 | None | code26 | Dense Graded Bituminous Macadam Grading - II for traffic greater than 20 MSA
Providing and laying Dense Graded Bituminous Macadam with 100 TPH capacity HMP batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 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 | 11993.52 | 11993.52 | 30.15 | False | None | None | False | None | False | 361604.628 | 0 | | 3113570 | 106987 | None | code27 | Bituminous Concrete Grading II for traffic greater than 20 MSA Providing and laying Bituminous Concrete with 100 TPH capacity hot mix plant batch type using crushed aggregates of specified grading, premixed with bituminous binder VG-40, @ 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 | 13946.18 | 13946.18 | 1883.25 | False | None | None | False | None | False | 26264143.485 | 0 | | 3113571 | 106987 | None | code28 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound2.5 mm thick including reflectorising glass beads @ 250 g/m2area, thickness of 2.5 mm is exclusive of surface applied glassbeads as per IRC:35:2015.The finished surface to be level,uniform and free from streaks and holes. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Sqm | 656.67 | 656.67 | 2790.2 | False | None | None | False | None | False | 1832240.634 | 0 | | 3113572 | 106987 | None | code29 | 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 workIn 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 | 3888.15 | False | None | None | False | None | False | 491384.397 | 0 | | 3113573 | 106987 | None | code30 | 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 workIn 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 | 1296.05 | False | None | None | False | None | False | 582911.448 | 0 | | 3113574 | 106987 | None | code31 | Providing and laying in position Cement Concrete for levelling course forall 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 otherappurtenances required to complete the work as per technical specifications.- Mix 1:3:6 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 | 7420.37 | 7420.37 | 1110.9 | False | None | None | False | None | False | 8243289.033 | 0 | | 3113575 | 106987 | None | code32 | Providing and laying in position Cement Concrete for all Sub structures ofbuilding, Irrigation works, Sub structure works of bridges, Drain works &
other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances 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 | 8225.91 | 8225.91 | 952.2 | False | None | None | False | None | False | 7832711.502 | 0 | | 3113576 | 106987 | None | code33 | Providing and laying in position Cement Concrete for all Sub structures ofbuilding, Irrigation works, Sub structure works of bridges, Drain works &
other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances required to complete the work as per technical specifications. M20 Design Mix Using 20 mm nominal size graded crushed coarse aggregatescomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 10576.17 | 10576.17 | 1587.0 | False | None | None | False | None | False | 16784381.79 | 0 | | 3113577 | 106987 | None | code34 | 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.Sub Structure of Bridgescomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Tonne | 97894.63 | 97894.63 | 165.05 | False | None | None | False | None | False | 16157508.6815 | 0 | | 3113578 | 106987 | None | code35 | Providing weep holes in Brick masonry/Plain/ Reinforcedconcrete abutment, wing wall/ return wall with PVC Pipe110mm outer dia at 2 kg per m2, extending through the fullwidth 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 | Mtr | 296.12 | 296.12 | 198.45 | False | None | None | False | None | False | 58765.014 | 0 | | 3113579 | 106987 | None | code36 | Road Crossing: 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 workIn 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 | 221.86 | False | None | None | False | None | False | 28038.6668 | 0 | | 3113580 | 106987 | None | code37 | 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 workIn 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 | 73.95 | False | None | None | False | None | False | 33259.752 | 0 | | 3113581 | 106987 | None | code38 | Providing and laying in position Cement Concrete for levelling course forall 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 otherappurtenances required to complete the work as per technical specifications.- Mix 1:3:6 Using 40 mm nominal size graded crushed coarse aggregatescomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 7420.37 | 7420.37 | 26.89 | False | None | None | False | None | False | 199533.7493 | 0 | | 3113582 | 106987 | None | code39 | Providing and laying in position Cement Concrete for all Sub structures ofbuilding, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances 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 | 134.0 | False | None | None | False | None | False | 1262328.24 | 0 | | 3113583 | 106987 | 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.Sub Structure of Bridges complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Tonne | 97894.63 | 97894.63 | 10.72 | False | None | None | False | None | False | 1049430.4336 | 0 | | 3113584 | 106987 | None | code41 | Back filling behind abutment, wing wall and return wallcomplete including compaction as per drawing and TechnicalSpecification- A. Granular material complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 1447.15 | 1447.15 | 44.82 | False | None | None | False | None | False | 64861.263 | 0 | | 3113585 | 106987 | None | code42 | Providing weep holes in Brick masonry/Plain/ Reinforcedconcrete abutment, wing wall/ return wall with PVC Pipe110mm outer dia at 2 kg per m2, extending through the fullwidth of the structure with slope of 1V :20H towards drawing
foce. Complete as per drawing and Technical Specificationscomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Mtr | 296.12 | 296.12 | 15.0 | False | None | None | False | None | False | 4441.8 | 0 | | 3113586 | 106987 | None | code43 | Storm water 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 workIn 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 | 4822.95 | False | None | None | False | None | False | 609524.421 | 0 | | 3113587 | 106987 | 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 workIn 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 | 1607.65 | False | None | None | False | None | False | 723056.664 | 0 | | 3113588 | 106987 | None | code45 | Providing and laying in position Cement Concrete for levelling course forall 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 otherappurtenances required to complete the work as per technical specifications.- Mix 1:3:6 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 | 7420.37 | 7420.37 | 521.4 | False | None | None | False | None | False | 3868980.918 | 0 | | 3113589 | 106987 | None | code46 | Providing and laying in position Cement Concrete for all Sub structures ofbuilding, Irrigation works, Sub structure works of bridges, Drain works &
other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances 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 | 8225.91 | 8225.91 | 600.4 | False | None | None | False | None | False | 4938836.364 | 0 | | 3113590 | 106987 | None | code47 | Providing and laying in position Cement Concrete for all Sub structures ofbuilding, Irrigation works, Sub structure works of bridges, Drain works &
other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances 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 | 948.0 | False | None | None | False | None | False | 10026209.16 | 0 | | 3113591 | 106987 | None | code48 | 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.Sub Structure of Bridges complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Tonne | 97894.63 | 97894.63 | 154.84 | False | None | None | False | None | False | 15158004.5092 | 0 | | 3113592 | 106987 | None | code49 | 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 1.50 mcomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 329.57 | 329.57 | 94.8 | False | None | None | False | None | False | 31243.236 | 0 | | 3113593 | 106987 | None | code50 | Providing weep holes in Brick masonry/Plain/ Reinforcedconcrete abutment, wing wall/ return wall with PVC Pipe110mm outer dia at 2 kg per m2, extending through the fullwidth of the structure with slope of 1V :20H towards drawingfoce. Complete as per drawing and Technical Specificationscomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Mtr | 296.12 | 296.12 | 316.0 | False | None | None | False | None | False | 93573.92 | 0 | | 3113594 | 106987 | None | code51 | Box Culverts: 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 workIn 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 | 983.7 | False | None | None | False | None | False | 124320.006 | 0 | | 3113595 | 106987 | None | code52 | 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 workIn 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 | 327.9 | False | None | None | False | None | False | 147476.304 | 0 | | 3113596 | 106987 | None | code53 | Providing and laying in position Cement Concrete for levelling course forall 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 otherappurtenances required to complete the work as per technical specifications.- Mix 1:3:6 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 | 7420.37 | 7420.37 | 93.06 | False | None | None | False | None | False | 690539.6322 | 0 | | 3113597 | 106987 | None | code54 | Providing and laying in position Cement Concrete for all Sub structures ofbuilding, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances 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 | 1048.61 | False | None | None | False | None | False | 9878283.6996 | 0 | | 3113598 | 106987 | None | code55 | 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.Sub Structure of Bridges complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Tonne | 97894.63 | 97894.63 | 104.86 | False | None | None | False | None | False | 10265230.9018 | 0 | | 3113599 | 106987 | None | code56 | Back filling behind abutment, wing wall and return wallcomplete including compaction as per drawing and TechnicalSpecification- A. Granular material complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 1447.15 | 1447.15 | 466.8 | False | None | None | False | None | False | 675529.62 | 0 | | 3113600 | 106987 | None | code57 | Providing weep holes in Brick masonry/Plain/ Reinforcedconcrete abutment, wing wall/ return wall with PVC Pipe110mm outer dia at 2 kg per m2, extending through the fullwidth of the structure with slope of 1V :20H towards drawingfoce. Complete as per drawing and Technical Specificationscomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Mtr | 296.12 | 296.12 | 38.68 | False | None | None | False | None | False | 11453.9216 | 0 | | 3113601 | 106987 | None | code58 | PCC M15 Grade leveling course below approach slab 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 | 8438.83 | 8438.83 | 78.84 | False | None | None | False | None | False | 665317.3572 | 0 | | 3113602 | 106987 | None | code59 | 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 as per directed by the Engineer in Charge | Cum | 14663.57 | 14663.57 | 105.12 | False | None | None | False | None | False | 1541434.4784 | 0 | | 3113603 | 106987 | None | code60 | Retaining 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 workIn 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 | 2444.85 | False | None | None | False | None | False | 308980.143 | 0 | | 3113604 | 106987 | None | code61 | 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 workIn 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 | 814.95 | False | None | None | False | None | False | 366531.912 | 0 | | 3113605 | 106987 | None | code62 | Providing and laying in position Cement Concrete for levelling course forall 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 otherappurtenances required to complete the work as per technical specifications.- Mix 1:3:6 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 | 7420.37 | 7420.37 | 406.8 | False | None | None | False | None | False | 3018606.516 | 0 | | 3113606 | 106987 | None | code63 | Providing and laying in position Cement Concrete for all Sub structures ofbuilding, Irrigation works, Sub structure works of bridges, Drain works &other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances 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 | 8635.33 | 8635.33 | 2109.7 | False | None | None | False | None | False | 18217955.701 | 0 | | 3113607 | 106987 | None | code64 | 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.Sub Structure of Bridges complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Tonne | 97894.63 | 97894.63 | 210.97 | False | None | None | False | None | False | 20652830.0911 | 0 | | 3113608 | 106987 | None | code65 | Back filling behind abutment, wing wall and return wallcomplete including compaction as per drawing and TechnicalSpecification- A. Granular material complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 1447.15 | 1447.15 | 1245.0 | False | None | None | False | None | False | 1801701.75 | 0 | | 3113609 | 106987 | None | code66 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laiddown in clause 2504.2.2. of MoRTH specifications to a thicknessof not less than 600 mm with smaller size towards the soiland bigger size towards the wall and provided over the entiresurface behind abutment, wing wall and return wall to the fullheight compacted to a firm condition complete as per drawingand Technical Specification. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 3316.8 | 3316.8 | 2490.0 | False | None | None | False | None | False | 8258832.0 | 0 | | 3113610 | 106987 | None | code67 | Providing weep holes in Brick masonry/Plain/ Reinforcedconcrete abutment, wing wall/ return wall with PVC Pipe110mm outer dia at 2 kg per m2, extending through the fullwidth 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 | Mtr | 296.12 | 296.12 | 149.0 | False | None | None | False | None | False | 44121.88 | 0 | | 3113611 | 106987 | None | code68 | 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 workIn 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 | 981.0 | False | None | None | False | None | False | 123978.78 | 0 | | 3113612 | 106987 | None | code69 | Providing and laying in position Cement Concrete for levelling course forall 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 otherappurtenances required to complete the work as per technical specifications.- Mix 1:3:6 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 | 7420.37 | 7420.37 | 115.74 | False | None | None | False | None | False | 858833.6238 | 0 | | 3113613 | 106987 | None | code70 | Providing and laying in position Cement Concrete for all Sub structures ofbuilding, Irrigation works, Sub structure works of bridges, Drain works &
other parallel works from 0.50m to 3.50 m height. The granite/trap/basaltcrushed graded coarse aggregates and fine aggregates as per relevant ISCodes machine mixed with super plasticisers, laid in layers, well compactedusing needle vibrators, providing weep holes wherever necessary, includingall lead & lifts, cost of all materials of quality, confirming to the requirementsof relevant IS codes, labour, Usage charges of machinery, curing and all otherappurtenances 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 | 8460.93 | 8460.93 | 66.21 | False | None | None | False | None | False | 560198.1753 | 0 | | 3113614 | 106987 | None | code71 | 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.Sub Structure of Bridges complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Tonne | 97894.63 | 97894.63 | 5.3 | False | None | None | False | None | False | 518841.539 | 0 | | 3113615 | 106987 | None | code72 | Laying Cement Concrete Pipe NP3 (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets 500 mm diacomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Mtr | 3211.49 | 3211.49 | 588.0 | False | None | None | False | None | False | 1888356.12 | 0 | | 3113616 | 106987 | None | code73 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laiddown in clause 2504.2.2. of MoRTH specifications to a thicknessof not less than 600 mm with smaller size towards the soiland bigger size towards the wall and provided over the entiresurface behind abutment, wing wall and return wall to the fullheight compacted to a firm condition complete as per drawingand Technical Specification. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 3316.8 | 3316.8 | 421.83 | False | None | None | False | None | False | 1399125.744 | 0 | | 3113617 | 106987 | None | code74 | Water supply: Earth work excavation for pipeline trenches in all kinds of soils by mechanical means above 600 mm trench width as per drawing and technical specifications, including setting out, construction of shoring, strutting, barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere 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 soils. Depth upto 1.50 m complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 324.62 | 324.62 | 5401.0 | False | None | None | False | None | False | 1753272.62 | 0 | | 3113618 | 106987 | None | code75 | Earth work excavation for pipeline trenches in all kinds of by mechanical means above 600 mm trench width 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 whevere necessary as directed, removal of slumps 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 as per directed by the Engineer in Charge | Cum | 562.51 | 562.51 | 675.13 | False | None | None | False | None | False | 379767.3763 | 0 | | 3113619 | 106987 | None | code76 | Earth work excavation for pipeline trenchesby mechanical means above 600 mm trench width as per drawing and technical specification, including setting out, construction of shoring, strutting, cost of blastingmaterials,barricading, caution lights, bracing, using sight rails & boning rods at every 100 mm whevere necessary as directed, removal of slumps 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 as per directed by the Engineer in Charge | Cum | 1256.35 | 1256.35 | 675.13 | False | None | None | False | None | False | 848199.5755 | 0 | | 3113620 | 106987 | None | code77 | Supplying, 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.Note: Upto 110mm dia Coil shall be used.For Grade PE80 PN8.0 HDPE Grade PE80-PN8.0,110mm diacomplete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Mtr | 685.17 | 685.17 | 3703.0 | False | None | None | False | None | False | 2537184.51 | 0 | | 3113621 | 106987 | None | code78 | Supplying, 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.Note: Upto 110mm dia Coil shall be used.For Grade PE80 PN8.0HDPE Grade PE80-PN8.0,160mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Mtr | 1413.7 | 1413.7 | 1587.0 | False | None | None | False | None | False | 2243541.9 | 0 | | 3113622 | 106987 | None | code79 | Supplying, 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.Note: Upto 110mm dia Coil shall be used.For Grade PE80 PN8.0HDPE Grade PE80-PN8.0,250mm dia complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Mtr | 3252.38 | 3252.38 | 1450.0 | False | None | None | False | None | False | 4715951.0 | 0 | | 3113623 | 106987 | None | code80 | Supplying and fixing kinetic AIR VALVE PN 16.0 for automatic discharge of accumulate air during working condition, conforming to IS 14845 / EN 1074-4. Body and bonnet of DI conforming to IS-1865 of grade GGG-40/50, seals are made of approved EPDM, SS 304 float, guide and internals. Flange drilling according to IS-1538 with appurtenances. complete. Body and bonnet shall be coated with electrostatically applied epoxy powder coating with a coating thickness of 250 micron both inside and outsideFor K Air Valves of 100mm dia. complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Each | 34208.79 | 34208.79 | 5.0 | False | None | None | False | None | False | 171043.95 | 0 | | 3113624 | 106987 | None | code81 | 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. Including cost of all labour complete as per specifications complete with all lead and lift etc, as per specification and as per directed by the Engineer in Charge | Cum | 198.24 | 198.24 | 4718.0 | False | None | None | False | None | False | 935296.32 | 0 |
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