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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공사관리 원가계산표

 

공사관리 원가계산표
공 사 명
계약일자 20 . . .
착 공 일 20 . . . 준공예정일 20 . . . 준 공 일 20 . . .
공사기간
소요일수
공사계약금액
비 목 구 분 내 역 금 액 구성비 비 고
재 료 비 직접재료비















간접재료비


소 계


노 무 비 직접노무비















간접노무비


소 계


경 비 운반비



시험접수비


외주가공비










여비, 교통비


통신비


소 계


일반관리비












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합 계


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(주)강하넷 P2301-01 Rev.0 A4 (210x297mm)




 

 

 

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원가구분표

품명 : CODE NO : 적용 MODEL : 작성일 : 98년 3월 16일

원 가 구 분

변동전 금액

원가율

변동후 금액

변 동 율

변 동 요 인(간단히 설명)

변동요인 발생시기

인 상

인 하

재

료

비

중

요

원

재

료

DC 0.25 t

68

2.6 %

년 월

양면 TAPE

45

1.7 %

기타재료비 (소모품 포함)

150

58 %

외

주

비

용

1

2

3

4

인

건

비

직 접 인 건 비

1.200

46.3 %

간 접 인 건 비

550

21.2 %

기타비용(감가삼각, 에너지, 운반, 기타관리비)

350

13.5 %

이 윤

230

8.9 %

합 계

2.593 원

100 %

원

%

%

주의 : 합계란의 금액이 변동전 및 변동후의 납품가가 되도록 원가 구분을 하고 원가율은 합계가 100%가 되도록 하십시요.

비 고 :

․ 인쇄 7도

․ 200 EH 기준

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