단가산출서 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
산 출 근 거 재료비 노무비 경 비 계 비고
제001호 상차 및 운반 (백호우0.7㎥ + 덤프15t), L=10Km 　 　 　 　 　 　 　 　 　 　 　 　
　 상차(백호우 0.7㎥) 　 　 　 　 　 　 　 　 　 　 　 　 　 　
　 q = 0.7 　 k = 0.9 　 f = 0.8 　 　 　 　 　 　 　 　 　
　 E = 0.65 　 Cm = 21 초 ( 135 ) 　 　 　 　 　 　 　 　 　
　 Q = 3600 * q * k * f * E / Cm 　 　 　 　 　 　 　
　 　 = 3600 * 0.7 * 0.9 * 0.8 * 0.65 / 21 = 56.16 　 　 　 　 　
　 재료비 =       17,788 / Q = 316 　 　 　 　             316 　 　             316 　
　 노무비 =       30,961 / Q = 551 　 　 　 　 　             551 　             551 　
　 경  비 =       18,961 / Q = 337 　 　 　 　 　 　             337             337 　
　 소  계 　 　 　 　 　 　 　 　 　 　 　 　             316             551             337           1,204 　
　 운반비(15Ton덤프) L=10Km 　 　 　 　 　 　 　 　 　 　 　 　 　 　
　 Rt = 1.6 　 f = 0.8 　 L = 1.25 　 　 　 　 　 　 　 　 　
　 E = 0.9 　 Cms = 21 　 Eo = 0.65 　 　 　 　 　 　 　 　 　
　 q = 15 / Rt * = 11.72 V = 40 Km 　 　 　 　 　 　 　 　
　 n = q / (0.7 * 0.9) = 18.6 회 　 　 　 　 　 　 　 　 　 　
　 t1 = Cms * n / (60 *Eo) = 10.015385 　 　 　 　 　 　 　 　 　 　
　 t2 = (10 / 40) * 2 * 60 = 30 　 　 　 　 　 　 　 　 　
　 t3 = 0.8 　 t4 = 0.42 　 t5 = 0.5 　 　 　 　 　 　 　 　 　
　 Cm = t1 + t2 + t3 + t4 + t5 = 41.74 　 　 　 　 　 　 　
　 Q = 60 * q * F * E / Cm = 12.13 　 　 　 　 　 　 　
　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
　 재료비 =       27,580 / Q =        2,273 　 　 　 　 　           2,273 　 　           2,273 　
　 노무비 =       30,961 / Q =        2,552 　 　 　 　 　 　           2,552 　           2,552 　
　 경  비 =       17,138 / Q =        1,412 　 　 　 　 　 　 　           1,412           1,412 　
　 소  계 　 　 　 　 　 　 　 　 　 　 　 　           2,273           2,552           1,412           6,237 　
　 합  계 　 　 　 　 　 　 　 　 　 　 　 　           2,589           3,103           1,749           7,441 　
단가산출서 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
산 출 근 거 재료비 노무비 경 비 계 비고
제002호 상차 및 운반 (백호우0.7㎥ + 덤프15t), L=15Km 　 　 　 　 　 　 　 　 　 　 　 　
　 상차(백호우 0.7㎥) 　 　 　 　 　 　 　 　 　 　 　 　 　 　
　 q = 0.7 　 k = 0.9 　 f = 0.8 　 　 　 　 　 　 　 　 　
　 E = 0.65 　 Cm = 21 초 ( 135 ) 　 　 　 　 　 　 　 　 　
　 Q = 3600 * q * k * f * E / Cm 　 　 　 　 　 　 　
　 　 = 3600 * 0.7 * 0.9 * 0.8 * 0.65 / 21 = 56.16 　 　 　 　 　
　 재료비 =       17,788 / Q = 316 　 　 　 　             316 　 　             316 　
　 노무비 =       30,961 / Q = 551 　 　 　 　 　             551 　             551 　
　 경  비 =       18,961 / Q = 337 　 　 　 　 　 　             337             337 　
　 소  계 　 　 　 　 　 　 　 　 　 　 　 　             316             551             337           1,204 　
　 운반비(15Ton덤프) L=15Km 　 　 　 　 　 　 　 　 　 　 　 　 　 　
　 Rt = 1.6 　 f = 0.8 　 L = 1.25 　 　 　 　 　 　 　 　 　
　 E = 0.9 　 Cms = 21 　 Eo = 0.65 　 　 　 　 　 　 　 　 　
　 q = 15 / Rt * = 11.72 V = 40 Km 　 　 　 　 　 　 　 　
　 n = q / (0.7 * 0.9) = 18.6 회 　 　 　 　 　 　 　 　 　 　
　 t1 = Cms * n / (60 *Eo) = 10.015385 　 　 　 　 　 　 　 　 　 　
　 t2 = (15 / 40) * 2 * 60 = 45 　 　 　 　 　 　 　 　 　
　 t3 = 0.8 　 t4 = 0.42 　 t5 = 0.5 　 　 　 　 　 　 　 　 　
　 Cm = t1 + t2 + t3 + t4 + t5 = 56.74 　 　 　 　 　 　 　
　 Q = 60 * q * F * E / Cm = 8.924 　 　 　 　 　 　 　
　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
　 재료비 =       27,580 / Q =        3,090 　 　 　 　 　           3,090 　 　           3,090 　
　 노무비 =       30,961 / Q =        3,469 　 　 　 　 　 　           3,469 　           3,469 　
　 경  비 =       17,138 / Q =        1,920 　 　 　 　 　 　 　           1,920           1,920 　
　 소  계 　 　 　 　 　 　 　 　 　 　 　 　           3,090           3,469           1,920           8,479 　
　 합  계 　 　 　 　 　 　 　 　 　 　 　 　           3,406           4,020           2,257           9,683 　
단가산출서 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
산 출 근 거 재료비 노무비 경 비 계 　
제003호 상차 및 운반 (백호우0.7㎥ + 덤프15t), L=20Km 　 　 　 　 　 　 　 　 　 　 　 　
　 상차(백호우 0.7㎥) 　 　 　 　 　 　 　 　 　 　 　 　 　 　
　 q = 0.7 　 k = 0.9 　 f = 0.8 　 　 　 　 　 　 　 　 　
　 E = 0.65 　 Cm = 21 초 ( 135 ) 　 　 　 　 　 　 　 　 　
　 Q = 3600 * q * k * f * E / Cm 　 　 　 　 　 　 　
　 　 = 3600 * 0.7 * 0.9 * 0.8 * 0.65 / 21 = 56.16 　 　 　 　 　
　 재료비 =       17,788 / Q = 316 　 　 　 　             316 　 　             316 　
　 노무비 =       30,961 / Q = 551 　 　 　 　 　             551 　             551 　
　 경  비 =       18,961 / Q = 337 　 　 　 　 　 　             337             337 　
　 소  계 　 　 　 　 　 　 　 　 　 　 　 　             316             551             337           1,204 　
　 운반비(15Ton덤프) L=20Km 　 　 　 　 　 　 　 　 　 　 　 　 　 　
　 Rt = 1.6 　 f = 0.8 　 L = 1.25 　 　 　 　 　 　 　 　 　
　 E = 0.9 　 Cms = 21 　 Eo = 0.65 　 　 　 　 　 　 　 　 　
　 q = 15 / Rt * = 11.72 V = 40 Km 　 　 　 　 　 　 　 　
　 n = q / (0.7 * 0.9) = 18.6 회 　 　 　 　 　 　 　 　 　 　
　 t1 = Cms * n / (60 *Eo) = 10.015385 　 　 　 　 　 　 　 　 　 　
　 t2 = (20 / 40) * 2 * 60 = 60 　 　 　 　 　 　 　 　 　
　 t3 = 0.8 　 t4 = 0.42 　 t5 = 0.5 　 　 　 　 　 　 　 　 　
　 Cm = t1 + t2 + t3 + t4 + t5 = 71.74 　 　 　 　 　 　 　
　 Q = 60 * q * F * E / Cm = 7.058 　 　 　 　 　 　 　
　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　 　
　 재료비 =       27,580 / Q =        3,907 　 　 　 　 　           3,907 　 　           3,907 　
　 노무비 =       30,961 / Q =        4,386 　 　 　 　 　 　           4,386 　           4,386 　
　 경  비 =       17,138 / Q =        2,428 　 　 　 　 　 　 　           2,428           2,428 　
　 소  계 　 　 　 　 　 　 　 　 　 　 　 　           3,907           4,386           2,428         10,721 　
　 합  계 　 　 　 　 　 　 　 　 　 　 　 　           4,223           4,937           2,765         11,925 　



 

 

 

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구 조 급 능 력 　 　 　 　 　 　 원 제    작     비 　 　 　 　 　 　 　 　
마력 또는 촌수 　 　 　 　 　 　 　 기 초 공 사 비 　 　 　 　 　 　
용          도 　 　 　 　 　 　 설    치    비 　 　 　 　 　 　
기  계  번  호 　 　 　    NO. 　 　 　 　 　 　 　 　 　 　
사  용  장  소 　 　 　 　 　 　 　 제    경    비 　 　 　 　 　
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구입 또는 제작 　 　 　 　 년       월       일 잔   존   가   액 　 　 　  원   　 　
사용 개시일자 　 　 　 　 년       월       일 내   용   연   한 　 　 　  년   　 　
　 　 　 　 　 　 　 감  가  상  각  률 　 　 　  %   　 　 　 　
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