average_fuel_consumption_of_verious_equipmen1.pdf

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AVERAGE FUEL CONSUMPTION OF VERIOUS EQUIPMENT Equipment Model Engine H.P Factor of consumption Grm./bhp/hr AFC in Lits. (Low) AFC in Lits. (Med) AFC in Lits. (High) Excavator PC200-6 128 0.096- 0.14 12 12.8 18 Excavator R954V 294 0.096- 0.15 28 29.4 44 Excavator L&T300CK-II 320 0.096- 0.14 30.7 32 45 Excavator 90CK-3 120 0.096- 0.14 12--15 15-16.5 17-20 Excavator 90CK-2 120 0.096- 0.14 12--15 15-16.5 17-20 Excavator 90CK 120 0.096- 0.14 12--15 15-16.5 17-20 Excavator EX 40 36 0.096- 0.14 3--3.1 3.5-3.9 4.1-5 Excavator EX100 75 0.096- 0.14 7.2 7.5 10.5 Excavator Ex 200LC 125 0.096- 0.14 12 13 17.5-20 Excavator Ex 210LCH-V 135 0.096- 0.14 12.0-13 13.5 18.9 Excavator Ex 300 220 0.096- 0.14 21-25 28-30 40-42 Excavator Ex 300LC-H 220 0.096- 0.15 21-25 28-30 40-42 Excavator EX 400 280 0.096- 0.14 26-8 28 39.2 Excavator EX 600 370 0.096- 0.14 35-5 37.2 51.8 Excavator H.40 207 0.096- 0.13 20.3 24 27 Excavator H.55 285 0.096- 0.14 27.4 28.5 40 Excavator H55N 335 0.096- 0.122 32.16 34 41 Excavator EC290 215 0.096- 0.14 20.64 21.5 30 Excavator EC210 143 0.096- 0.14 13.7 14.3 20 Excavator 320B 128 0.086- 0.13 11 12.88 16.7 Excavator 330 222 0.086- 0.13 19 22.2 28.9 Excavator 325 168 0.086- 0.13 28 32.5 42 Excavator M315 124 0.086- 0.13 10.6 12.5 16 Excavator 317 99 0.086- 0.13 8.5 9.9 12.9 Excavator M318 139 0.086- 0.13 12 14 18 Excavator 307 54 0.086- 0.13 4.6 5.4 7 Excavator 311 79 0.086- 0.13 6.8 7.9 10 Excavator 312 84 0.086- 0.13 7 8.4 11 Excavator 322L 153 0.086- 0.13 13.2 15.3 20 Excavator 350 286 0.086- 0.13 24.6 28.6 37 Excavator 375 428 0.086- 0.13 37 42.8 55 Excavator 513OME 755 0.096- 0.14 72.5 75.5 105 Excavator 5230ME 1470 0.096- 0.14 141 147 205 Dozer PR752 330 0.1-0.14 33 39 46 Dozer 3030 250 0.1-0.14 25 32 35 Dozer D155A1 300 0.1-0.14 30 36 42 Dozer D355A1 410 0.1-0.14 41 48 57 Dozer D9H 410 0.1-0.14 41 48 60 Dozer D8K 300 0.1-0.14 30 37 42 Dozer D7F 180 0.1-0.14 18 22 25 Dozer BD80 180 0.1-0.14 18 22 25 Dozer D6 85 0.1-0.14 8.5 10 12 Pipe Layer PL 8041H 180 0.086 15.5 16 18 Pipe Layer 572R 247 0.086 16.7 17.8 21.3 Pipe Layer 572G 180 0.086 15.5 16 18 Pipe Layer 383H 270 0.086 23.25 24 26 Pipe Layer 583K 300 0.086 25.4 26 28 Pipe Layer 571F 180 0.086 15.3 16 18 Pipe Layer 561C 85 0.086 7.15 7.5 8 Pay Welder D6D 140 0.1-0.16 14.5 18.9 22 Lincoln w m/c SAE400 48 0.079- 0.2 3.7-4.3 4.8-5.6 6.7-9.6 Lincoln w m/c 400AS 50 36 0.079- 0.2 2.9-3.4 5.1-6.2 7.2 Kirl W. m/c KE400 30 0.079- 0.2 2.5-3 4.2-5.6 5.8-6

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Page 1: AVERAGE_FUEL_CONSUMPTION_OF_VERIOUS_EQUIPMEN1.pdf

AVERAGE FUEL CONSUMPTION OF VERIOUS EQUIPMENT

Equipment Model Engine H.P

Factor of consumption Grm./bhp/hr

AFC in Lits.

(Low)

AFC in Lits.

(Med)

AFC in Lits.

(High) Excavator PC200-6 128 0.096- 0.14 12 12.8 18 Excavator R954V 294 0.096- 0.15 28 29.4 44 Excavator L&T300CK-II 320 0.096- 0.14 30.7 32 45 Excavator 90CK-3 120 0.096- 0.14 12--15 15-16.5 17-20 Excavator 90CK-2 120 0.096- 0.14 12--15 15-16.5 17-20 Excavator 90CK 120 0.096- 0.14 12--15 15-16.5 17-20 Excavator EX 40 36 0.096- 0.14 3--3.1 3.5-3.9 4.1-5 Excavator EX100 75 0.096- 0.14 7.2 7.5 10.5 Excavator Ex 200LC 125 0.096- 0.14 12 13 17.5-20 Excavator Ex 210LCH-V 135 0.096- 0.14 12.0-13 13.5 18.9 Excavator Ex 300 220 0.096- 0.14 21-25 28-30 40-42 Excavator Ex 300LC-H 220 0.096- 0.15 21-25 28-30 40-42 Excavator EX 400 280 0.096- 0.14 26-8 28 39.2 Excavator EX 600 370 0.096- 0.14 35-5 37.2 51.8 Excavator H.40 207 0.096- 0.13 20.3 24 27 Excavator H.55 285 0.096- 0.14 27.4 28.5 40 Excavator H55N 335 0.096- 0.122 32.16 34 41 Excavator EC290 215 0.096- 0.14 20.64 21.5 30 Excavator EC210 143 0.096- 0.14 13.7 14.3 20 Excavator 320B 128 0.086- 0.13 11 12.88 16.7 Excavator 330 222 0.086- 0.13 19 22.2 28.9 Excavator 325 168 0.086- 0.13 28 32.5 42 Excavator M315 124 0.086- 0.13 10.6 12.5 16 Excavator 317 99 0.086- 0.13 8.5 9.9 12.9 Excavator M318 139 0.086- 0.13 12 14 18 Excavator 307 54 0.086- 0.13 4.6 5.4 7 Excavator 311 79 0.086- 0.13 6.8 7.9 10 Excavator 312 84 0.086- 0.13 7 8.4 11 Excavator 322L 153 0.086- 0.13 13.2 15.3 20 Excavator 350 286 0.086- 0.13 24.6 28.6 37 Excavator 375 428 0.086- 0.13 37 42.8 55 Excavator 513OME 755 0.096- 0.14 72.5 75.5 105 Excavator 5230ME 1470 0.096- 0.14 141 147 205 Dozer PR752 330 0.1-0.14 33 39 46 Dozer 3030 250 0.1-0.14 25 32 35 Dozer D155A1 300 0.1-0.14 30 36 42 Dozer D355A1 410 0.1-0.14 41 48 57 Dozer D9H 410 0.1-0.14 41 48 60 Dozer D8K 300 0.1-0.14 30 37 42 Dozer D7F 180 0.1-0.14 18 22 25 Dozer BD80 180 0.1-0.14 18 22 25 Dozer D6 85 0.1-0.14 8.5 10 12 Pipe Layer PL 8041H 180 0.086 15.5 16 18 Pipe Layer 572R 247 0.086 16.7 17.8 21.3 Pipe Layer 572G 180 0.086 15.5 16 18 Pipe Layer 383H 270 0.086 23.25 24 26 Pipe Layer 583K 300 0.086 25.4 26 28 Pipe Layer 571F 180 0.086 15.3 16 18 Pipe Layer 561C 85 0.086 7.15 7.5 8 Pay Welder D6D 140 0.1-0.16 14.5 18.9 22 Lincoln w m/c SAE400 48 0.079- 0.2 3.7-4.3 4.8-5.6 6.7-9.6 Lincoln w m/c 400AS 50 36 0.079- 0.2 2.9-3.4 5.1-6.2 7.2 Kirl W. m/c KE400 30 0.079- 0.2 2.5-3 4.2-5.6 5.8-6

Page 2: AVERAGE_FUEL_CONSUMPTION_OF_VERIOUS_EQUIPMEN1.pdf

Welding m/c Advni 402PAX 51 0.09--0.16 4- 4.3 5.1-5.8 7.1-8.1 Generator 180 kva 220 0.10-0.13 20 22.7 23.5 Generator 160 kva 190 0.10-0.13 19 22 24.5 Generator 125 kva 154 0.10-0.13 15 17.5 20 Generator 100kva 127 0.10-0.13 12.5 14.7 16.5 Generator 62 kva 79 0.10-0.13 9.5 11.7 13 Generator 250kva 306 0.10-0.13 30 32 34-38 Generator 400kva 488 0.10-0.13 48 53.7 63 Generator 500kva 602 0.10-0.13 60 68.5 76 Generator 600kva 715 0.10-0.13 71 92 100 wheel Loader 914G,IT14G 90 0.052-0.14 4.7-5.5 7.5-9.5 11-12.5 wheel Loader 924F,IT24F 105 0.052-0.14 5.5-7.5 9.5-12 13-15 wheel Loader 928F,IT28F 120 0.052-0.14 7.5-11 11--15 15-19 wheel Loader 930T 105 0.052-0.14 7--9 9 --11 12--14 wheel Loader 938F 140 0.065-0.15 9--12.5 13--17 18--22 wheel Loader 950FSerie II 170 0.060-0.15 11--15 17--21 23--28 wheel Loader 960F 200 0.060-0.15 12--16 18--22 24--29 wheel Loader 966FSeries II 220 0.060-0.15 17-21 23-28 32--38 wheel Loader 970F 250 0.060-0.15 19-23 25-30 35-41 wheel Loader 980F Series II 300 0.060-0.15 23-26 30-36 42-47 wheel Loader 988F 400 0.062-0.16 32-38 44-49 60-66 wheel Loader 990 610 0.062-0.16 45-53 60-68 79-87 wheel Loader 992D 690 0.062-0.16 54-60 75-81 104-113 wheel Loader 994 1250 0.062-0.16 102-109 136-147 189-208 wheel Loader L 544 165 0.060-0.15 9.9-10 14--18 20-24 wheel Loader 430z 127 0.060-0.15 7.7 12--0 19 Track Loader 933 70 0.05--0.185 3.5-7.5 7.5-11 9.5-13 Track Loader 939 90 0.06--0.185 5.5-9.5 9.5-13 13-17 Track Loader 953B 120 0.079--0.19 9.5-13 15-19 19-23 Track Loader 963B 160 0.079--0.19 13-17 21-25 25-30 Track Loader 973 210 0.079--0.19 19-23 28-34 36-42 Air compr. 140cfm 73 0.079--0.16 5--7 7.3-10 10.2--12 Air compr. 300 cfm 120 0.079--0.16 8.4- 9.2 12--16.8 17.5--19 Air compr. 450-500 cfm 200 0.079--0.16 14--15.2 18.2--20 28--32 Air compr. 600cfm 243 0.079--0.16 19.2-22 23.4--24 34-38.9 Air compr. 750 cfm 303 0.079--0.16 21-24.5 26 -30.5 32.5-48 TATA Crane 320 90 0.068 -- 0.1 5 --6.5 6.8-- 8.5 9 TATA Crane P&H 955 200 0.068 --0.1 14 --15 15.5--17 18--20 TATA Crane KH500 250 0.068 --0.2 17-17.4 18.3-19.2 22-25 TATA Crane TFC280-45 210 0.068 --0.1 14.28 17 21 Hindustan m HM101-M 262 0.068 --0.1 17.8 20.7 26 Hind 101-MK 262 0.068 --0.1 17.8 20.7 26 Demag carrier HC810 522 0.2Kms/Lts Demag crane HC810 216 0.068 --0.1 14.6 17.4 21.6 Demag crane AC1600 286 0.068 --0.1 19 22 28.6 Demag carrier AC1600 560 0.2Kms/Lts Demag crane AC615 163 0.068 --0.1 11 13.6 16.3 Demag carrier AC615 435 0.3Kms/Lts Demag crane AC435 163 0.068 --0.1 11 13.6 16.3 Demag carrier AC435 447 0.3Kms/Lts Demag crane CC1100 354 0.068 --0.1 24 29 35.4

Page 3: AVERAGE_FUEL_CONSUMPTION_OF_VERIOUS_EQUIPMEN1.pdf

Demag crane CC4800 615 0.068 --0.14 41 52 61.5 Demag crane CC3800 480 0.068 --0.14 32.6 38.8 48 Demag crane TC5000 530 0.068 --0.14 36 53 74 Demag crane CC12000 1065 0.068 --0.14 72 106 150 Demag crane CC2400 455 0.068 --0.14 31 45.5 64 Boring m/c CRC 6"-30" 64 0.068-0.1 3.4-4.4 4.2-5.6 5.8-6.4 Boring m/c CRC 16"-42" 104 0.068-0.1 7-7.5 8.2-9.1 9.5-10.4 Boring m/c CRC 30"-48" 128 0.068-0.1 8.7- 9.1 9.3-11.3 11.5-12.8 Boring m/c CRC 42'-60" 144 0.068-0.1 9.7-10.2 10.6-11.5 13-14.4 Boring m/c CRC 48'-72" 190 0.068-0.1 13-13.6 14.2-15.2 16.6-19 Bending m/c CRC 6"-20" 57 0.068-0.1 4.5-4.8 5.1-5.5 5.7-5.9 Bending m/c CRC 22"-36" 142 0.068-0.1 11.2-12 12-12.8 13-14.2 Bending m/c CRC 32'-42' 140 0.068-0.1 11.2-12 12-12.8 13-14.2 Bending m/c CRC 38"-48' 225 0.068-0.1 15.4-16 16.2-17. 17.8-23 Bending m/c CRC48'-60" 225 0.068-0.1 15.4-16 16.2-17. 17.8-23 Asphalt drum Cat.CB214C 37 0.068-0.2 2.5-3 5 7.4 Asphalt drum Cat.CB-224C 37 0.068-0.2 2.5-3 5 7.4 Asphalt drum Cat.CB334D 43 0.068-0.2 2.9-3.1 4.8 8.6 Asphalt drum Cat.CB335D 32 0.068-0.2 2.5-3 4 6.4 Asphalt drum Cat.CB434C 70 0.068-0.2 4.7-4.9 6.9 14 Asphalt drum Cat.CB534C 107 0.068-0.2 7-7.5 14 20 Asphalt drum Cat. CB634C 145 0.068-0.2 9.8-10 22 30 Tandem Roller DTV315 20 0.068-0.2 1.3-1.6 3 4 Tandem Roller DTV370 75 0.068-0.2 5.1 13 16 Tandem Roller DTV100 104 0.068-0.2 7 17 21 Tandem Roller DTV310S 14 0.068-0.2 0.95 2 3 Tandem Roller DTV325 32.6 0.068-0.2 2.2 3.8 6.5 Tandem Roller DTV 345 Elfo 45 0.068-0.2 3 6.8 9 Tandem Roller DTV75 Nibbio 73 0.068-0.2 4.96 8.8 15 Tandem Roller BW151ADH2 51 0.068-0.2 3.4 8 10 Tandem Roller HD85 HAMM 62 0.068-0.2 5 10 13 Tandem Roller L&T752 74 0.068-0.2 5 9 15.3 Combined roller Combit 65 119 0.068-0.2 8 9.4 23 Vib soil Roller L&T1104 112 0.068-0.2 7.8 9 23 Vib soil Roller L&T1104STD 112 0.068-0.2 7.8 9 23 Vib soil Roller L&T1104D 112 0.068-0.2 7.8 9 23 Vib soil Roller L&T1104PD 112 0.068-0.2 7.8 9 23 Vib soil Roller C120 Tifone 104.6 0.068-0.2 7-7.5 8.2-9.1 21 Vib soil Roller BORA C80 73 0.068-0.2 5- 5.6 6.1-6.8 14 Vib soil Roller C100 GHIBLI 104.6 0.068-0.2 7-7.5 8.2-9.1 21 Vib soil Roller C180 Tornado 190 0.068-0.2 13 16 38 Vib soil Roller BW212D 121 0.068-0.2 9 17 24 Vib soil Roller BW212D2 127 0.068-0.2 11 18 25 Vib soil Roller MW1031,D &PD 106 0.068-0.2 7.2 8.7 10.6 Static roller MM8/10 maxme 33.5 0.068-0.2 2.2 2.8 3.5 Wet mix pavers UWM-050 65 0.068-0.1 4.4 4.8 6.9 Sensor pavers Titan-325 (IR) 178 0.1-0.149 18 23 26.5 Pavers finisher BB671C 121 0.068-0.1 8.3 9.6 12.1 Pavers finisher BB660-D 143 0.068-0.1 9.7 11.2 14.3 Pavers finisher BB651C 92.5 0.068-0.1 6.3 7.3 9.3 Pavers finisher BB642 77 0.068-0.1 5.23 6 7.7

Page 4: AVERAGE_FUEL_CONSUMPTION_OF_VERIOUS_EQUIPMEN1.pdf

Pavers finisher BB630 51 0.068-0.1 3.4 4 5.1 Pavers finisher BB621 C 35.4 0.068-0.1 2.5 2.8 3.5 Pavers finisher BB670 120 0.068-0.1 8.1 9.5 12 Pavers finisher BB680 123.5 0.068-0.1 8.4 9.7 123 Pavers finisher BB650 92.5 0.068-0.1 6.3 7.3 9.3 Asphalt Pavers AP200B 35 0.068-0.1 2.5-3 2.8-3.1 3.2-3.7 Asphalt Pavers AP800C 105 0.068-0.1 7-7.5 8.2-9.1 9.5-10.4 AP1050B,1055B AP1000B 174 0.068-0.1 11.8-12 12.3-14 15.5-17.4 Road reclaimer RR250B 335 0.068-0.1 23-23.4 24.5-24.9 26-33.4 Soil stabilizer RM350B 500 0.068-0.1 34-34.7 35.1-39 42.5-50 Soil stabilizer SS250B 335 0.068-0.1 23-23.4 24.5-24.9 26-33.4 Soil stabilizer ST200RC 353 0.1-0.149 35.3 42.36 52.6 Soil stabilizer MPH120 345 0.1-0.149 34.5 45 51.4 Cold planer PM465 460 0.1-0.168 46 60 77.3 Cold planer PM565B 625 0.1-0.168 62 81.2 105 Cold planer SF102 215 0.1-0.168 21.5 32.2 36.2 Cold planer SF200L 496 0.1-0.168 49-6 74.5 83.3 Cold planer SF101 189 0.1-0.168 18-9 28.3 31.75 Cold planer SF60 TALPA 91 0.1-0.168 9.0- 13.65 15.3 Cold planer SF60T3 Talpa 143 0.1-0.168 14-3 21.45 24.04 Cold planer volpe SF100T4 176 0.1-0.168 17-6 26.4 29.56 Cold planer volpe SF101T4 198 0.1-0.168 19-8 29.7 33.26 Cold planer LINCE SF150 496 0.1-0.168 49-6 74.4 83.4 Cold planer TIGRE SF200L 496 0.1-0.16 49-6 74.4 83.4 Surface miner PUMA SF202M 690.9 0.1-0.168 69-09 103.6 116.07 PT Roller Bomag BW-24R 95 0.068-0.1 6--8 8.7 9.5 PT Roller Cat.PS150B 70 0.068-0.1 4.7-4.9 5.1-5.5 5.9-7 PT Roller Cat.PS200B 105 0.068-0.1 7-7.5 8.2-9.1 9.5-10.4 PT Roller RG279 131 0.068-0.1 9 10.5 13.1 PT Roller RG217 110 0.068-0.1 7.5 8.7 11 High: Continuous excavation and load from bank. Land clearing. Full load position. Medium: Bank or Stockpile loading with idling periods. Load and carry. Normal load condition Low: Large amounts of idling in any application.

Page 5: AVERAGE_FUEL_CONSUMPTION_OF_VERIOUS_EQUIPMEN1.pdf

AVERAGE FUEL CONSUMPTION OF VARIOUS EQUIPMENT

Equipment Model Engine H.P

Factor of consumption Grm./bhp/hr

AFC Lits.(Low)

AFC Lits.(Med)

AFC Lits.(High)

CIVIL CONSTRUCTION EQUIPMENT (Building) Placer boom concrete pump

Pump drive Engine 6 8 12

Vehicle Engine 7 km/l 6 km/l 5 km/l

Stationary Concrete Pump 350 D HA-494 5.8 6.8 7.25 Stationary Concrete Pump 5.8 6.8 7.25 Transit Mixer Main Engine TATA 2516 10 km/l 7 km/l 5 km/l Rear engine HA-494 4.2 4.8 5.25 Pick & carry crane 6 8 10.5 Dump Trucks 6cum 10 km/l 9 km/l 7km/l Truck 10 Tons 10 km/l 9 km/l 7km/l Concrete Mixer 1.3 1.75 2.8 Vibrators Diesel 0.5 0.9 1.25 Double drum Rollers 1.5 2.2 2.8 Rammers Petrol. 0.25 l/h 0.5 l/h 0.75 l/h Pick up 12.5k/l 10.8k/l 9k/l Jeeps 12.5k/l 10.8k/l 9k/l Car Ambassador 15k/l 11.5k/l 10k/l Diesel welding machine

2.9-3.4 5.1-6.2 7.2

Generator 15kva 2.3-3.2 3.5 4.2 Generator 25kva 3.8 5.2 6.1 Generator 62.5kva 9.5 11.7 13 Generator 82.5kva 12 13.5 17.16 Generator 100kva 12.5 14.7 16.5 Generator 125kva 15 17.5 20 High: Full load position. Medium: Idling periods. Load and carry. Normal load condition Low: Large amounts of idling in any application.