1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET) startTime = [2025-08-04 23:06:40.0822] at[2].CostStr[1] = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET)

No	CODE	Description	Tank No. : TK-001 (VPDM) Shell Material : A537-CL2 Net Weight : 1670.592 (Ton) Gross Weight : 1802.294 (Ton) Welding Rod : 5.082 (Ton)				Tank No. : Turkey SECL (1 ONE-FOOT) Shell Material : A516-70 Net Weight : 235.93 (Ton) Gross Weight : 261.359 (Ton) Welding Rod : 1.222 (Ton)				원가내역
			Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)	Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)
1	FIXC	1. ENG'G and Design	150,000	90	2.21 (%)	0.78 (%)	150,000	636	13.31 (%)	4.99 (%)	1. 설계비
2		2. Material Cost									2. 재료비
3	MATC	2.1 Main Material	2,935,245	1,757	43.15 (%)	15.28 (%)	430,022	1,823	38.17 (%)	14.3 (%)	2.1 Main Steel 자재비
4		2.2 용접봉 구매비 + Accessory	31,865	6,270	0.47 (%)	0.17 (%)	2,831	2,317	0.25 (%)	0.09 (%)	2.2 액세서리
7		2.5 Surrounding Pipe	122,428	73	1.8 (%)	0.64 (%)	17,651	75	1.57 (%)	0.59 (%)	2.5 주변 파이프
8		2.6 Insulation Material	1,825,022	1,092	26.83 (%)	9.5 (%)	279,129	1,183	24.78 (%)	9.28 (%)	2.6 단열재
9		2.7 Platform, handrail and Stairway for FD					26,271	111	2.33 (%)	0.87 (%)	2.7 FD의 플랫폼, 난간 및 계단
12	FABC	3-1. Pre-fabrication (Bending, Cutting, Shop Weld)	1,085,885	650	15.96 (%)	5.65 (%)	153,354	650	13.61 (%)	5.1 (%)	3-1. 사전 제작(절곡, 절단, 공장 용접)
16		5. Shop Test and Inspection	128,121	77	1.88 (%)	0.67 (%)	17,651	75	1.57 (%)	0.59 (%)	5. 공장 테스트 및 검사
17		6. (공장제작분) 제품도장+표면처리+산세	224,925	135	3.31 (%)	1.17 (%)	29,555	125	2.62 (%)	0.98 (%)	6. 표면 준비 및 산성 세척을 포함한 공장 페인팅
18		7. Packing & Trans -portation	298,951	179	4.39 (%)	1.56 (%)	20,114	85	1.79 (%)	0.67 (%)	7. 포장 및 내륙운송
21		(1) Sub - Total (EP)	6,802,441	4,072	100.0 (%)	35.42 (%)	1,126,578	4,775	100.0 (%)	37.46 (%)	(1) 소계(EP)
22		10. Constrcution Cost									10. 설치 비용
23		10.1 Direct Labor Cost	4,453,222	2,666	39.05 (%)	23.19 (%)	654,033	2,772	37.72 (%)	21.74 (%)	10.1 직접인건비
24		10.2 Construction Equipment Cost	1,406,491	842	12.33 (%)	7.32 (%)	185,949	788	10.72 (%)	6.18 (%)	10.2 건설장비 비용
26		1) Tool & Consumables	801,904	480	7.03 (%)	4.18 (%)	166,858	707	9.62 (%)	5.55 (%)	-1) 도구 및 소모품
29		2) Temporary Material 　　　(For Erection Jig etc)	532,217	319	4.67 (%)	2.77 (%)	76,354	324	4.4 (%)	2.54 (%)	-2) 가설재(설치 지그 등용)
30		3) Management & Supervisory Staff	1,093,732	655	9.59 (%)	5.69 (%)	169,817	720	9.79 (%)	5.65 (%)	-3) 관리 및 감독 직원
31		4) Indirect Labor	421,378	252	3.69 (%)	2.19 (%)	25,450	108	1.47 (%)	0.85 (%)	-4) 간접노동
34		7) Temporary Facilities	296,104	177	2.6 (%)	1.54 (%)	28,734	122	1.66 (%)	0.96 (%)	-7) 임시시설
35		8) Catering and Housekeeping	323,208	193	2.83 (%)	1.68 (%)	46,652	198	2.69 (%)	1.55 (%)	-8) 케이터링 및 하우스키핑
36		9) General Field Expenses	107,337	64	0.94 (%)	0.56 (%)	6,896	29	0.4 (%)	0.23 (%)	-9) 일반현장경비
37		10) HSE	64,801	39	0.57 (%)	0.34 (%)	4,216	18	0.24 (%)	0.14 (%)	-10) HSE
38		10.4 외주비									10.4 외주비
39		1) NDE	322,867	193	2.83 (%)	1.68 (%)	39,899	169	2.3 (%)	1.33 (%)	-1) 임사체험
41		3) Painting Work	621,931	372	5.45 (%)	3.24 (%)	77,972	330	4.5 (%)	2.59 (%)	-3) 페인팅 작업
42		4) Acid Cleaning & PTFE Coating	219,230	131	1.92 (%)	1.14 (%)	31,607	134	1.82 (%)	1.05 (%)	-4) 산 세척 및 PTFE 코팅
43		5) Calibration	8,542	5	0.07 (%)	0.04 (%)	1,026	4	0.06 (%)	0.03 (%)	-5) 교정
44		6) Insulation Work	731,718	438	6.42 (%)	3.81 (%)	218,625	927	12.61 (%)	7.27 (%)	-6) 단열공사
48		(2) Sub - Total (Construction)	11,404,682	6,827	100.0 (%)	59.38 (%)	1,734,089	7,350	100.0 (%)	57.65 (%)	(2) 소계(건설)
50		11.1 Advance payment bond	30,749	18	30.0 (%)	0.16 (%)	4,762	20	30.61 (%)	0.16 (%)	11.1 선지급보증금
51		11.2 Performance bond	30,749	18	30.0 (%)	0.16 (%)	4,762	20	30.61 (%)	0.16 (%)	11.2 이행보증
52		11.3 Warranty bond	41,000	25	40.0 (%)	0.21 (%)	6,034	26	38.79 (%)	0.2 (%)	11.3 보증채권
53		(3) Sub - Total (Bond)	102,498	61	100.0 (%)	0.53 (%)	15,557	66	100.0 (%)	0.52 (%)	(3) 소계(채권)
54		(1)+(2)+(3) EPC Total	18,309,621	10,960	0.0 (%)	95.33 (%)	2,876,224	12,191	0.0 (%)	95.63 (%)	EPC 합계
55		◈ 간접비									◈ 따로비
56		1) 고용보험료	45,868	27	5.12 (%)	0.24 (%)	6,606	28	5.02 (%)	0.22 (%)	1) 고용보험
57		2) 건강보험료	157,866	94	17.62 (%)	0.82 (%)	23,186	98	17.62 (%)	0.77 (%)	2) 건강보험
58		3) 노인장기요양보험료	20,223	12	2.26 (%)	0.11 (%)	3,002	13	2.28 (%)	0.1 (%)	3) 떠들장기양보험료
59		4) 연금보험료	200,394	120	22.37 (%)	1.04 (%)	29,432	125	22.37 (%)	0.98 (%)	4) 연금보험
60		5) 퇴직공제부금비	102,424	61	11.43 (%)	0.53 (%)	15,043	64	11.43 (%)	0.5 (%)	5) 부분공제부금비
61		6) 안전관리비	241,803	145	26.99 (%)	1.26 (%)	35,641	151	27.09 (%)	1.18 (%)	6) 안전관리비
62		7) 근재보험료	11,936	7	1.33 (%)	0.06 (%)	1,699	7	1.29 (%)	0.06 (%)	7) 근재보험
64		9) 환경보존비	82,472	49	9.2 (%)	0.43 (%)	12,130	51	9.22 (%)	0.4 (%)	9) 환경보존비
65		10) 건설기계대여비	32,989	20	3.68 (%)	0.17 (%)	4,852	21	3.69 (%)	0.16 (%)	10) 건설기계대여비
66		(4) Sub - Total (간접공사비)	895,975	536	100.0 (%)	4.67 (%)	131,589	558	100.0 (%)	4.37 (%)	(4) 소계(간접공사비)
67		(EPC + 간접비) 총 합계	19,205,596	11,496	0.0 (%)	100.0 (%)	3,007,814	12,749	0.0 (%)	100.0 (%)	총 합계 (EP+C)

1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET) startTime = [2025-08-04 23:06:40.0822] at[4].CostStr[1] = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET)

No	CODE	Description	Tank No. : Turkey SECL (1 ONE-FOOT) Shell Material : A516-70 Net Weight : 235.93 (Ton) Gross Weight : 261.359 (Ton) Welding Rod : 1.222 (Ton)				Tank No. : Turkey SECL (2 ONE-FOOT) Shell Material : A516-70 Net Weight : 422.955 (Ton) Gross Weight : 457.485 (Ton) Welding Rod : 1.495 (Ton)				원가내역
			Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)	Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)
1	FIXC	1. ENG'G and Design	150,000	636	13.31 (%)	5.21 (%)	150,000	355	7.94 (%)	2.85 (%)	1. 설계비
2		2. Material Cost									2. 재료비
3	MATC	2.1 Main Material	430,022	1,823	38.16 (%)	14.94 (%)	716,913	1,695	37.93 (%)	13.62 (%)	2.1 Main Steel 자재비
4		2.2 용접봉 구매비 + Accessory	2,831	2,317	0.25 (%)	0.1 (%)	6,234	4,170	0.33 (%)	0.12 (%)	2.2 액세서리
7		2.5 Surrounding Pipe	17,290	73	1.53 (%)	0.6 (%)	31,643	75	1.67 (%)	0.6 (%)	2.5 주변 파이프
8		2.6 Insulation Material	257,739	1,092	22.87 (%)	8.95 (%)	500,399	1,183	26.47 (%)	9.51 (%)	2.6 단열재
9		2.7 Platform, handrail and Stairway for FD					47,096	111	2.49 (%)	0.89 (%)	2.7 FD의 플랫폼, 난간 및 계단
12	FABC	3-1. Pre-fabrication (Bending, Cutting, Shop Weld)	176,948	750	15.7 (%)	6.15 (%)	317,216	750	16.78 (%)	6.03 (%)	3-1. 사전 제작(절곡, 절단, 공장 용접)
16		5. Shop Test and Inspection	18,094	77	1.61 (%)	0.63 (%)	31,643	75	1.67 (%)	0.6 (%)	5. 공장 테스트 및 검사
17		6. (공장제작분) 제품도장+표면처리+산세	31,765	135	2.82 (%)	1.1 (%)	52,984	125	2.8 (%)	1.01 (%)	6. 표면 준비 및 산성 세척을 포함한 공장 페인팅
18		7. Packing & Trans -portation	42,219	179	3.75 (%)	1.47 (%)	36,058	85	1.91 (%)	0.69 (%)	7. 포장 및 내륙운송
21		(1) Sub - Total (EP)	1,126,908	4,776	100.0 (%)	39.15 (%)	1,890,187	4,469	100.0 (%)	35.92 (%)	(1) 소계(EP)
22		10. Constrcution Cost									10. 설치 비용
23		10.1 Direct Labor Cost	628,908	2,666	39.05 (%)	21.85 (%)	1,172,494	2,772	37.72 (%)	22.28 (%)	10.1 직접인건비
24		10.2 Construction Equipment Cost	198,632	842	12.33 (%)	6.9 (%)	333,354	788	10.72 (%)	6.33 (%)	10.2 건설장비 비용
26		1) Tool & Consumables	113,249	480	7.03 (%)	3.93 (%)	299,129	707	9.62 (%)	5.68 (%)	-1) 도구 및 소모품
29		2) Temporary Material 　　　(For Erection Jig etc)	75,163	319	4.67 (%)	2.61 (%)	136,881	324	4.4 (%)	2.6 (%)	-2) 가설재(설치 지그 등용)
30		3) Management & Supervisory Staff	154,463	655	9.59 (%)	5.37 (%)	304,434	720	9.79 (%)	5.78 (%)	-3) 관리 및 감독 직원
31		4) Indirect Labor	59,509	252	3.69 (%)	2.07 (%)	45,625	108	1.47 (%)	0.87 (%)	-4) 간접노동
34		7) Temporary Facilities	41,817	177	2.6 (%)	1.45 (%)	51,512	122	1.66 (%)	0.98 (%)	-7) 임시시설
35		8) Catering and Housekeeping	45,645	193	2.83 (%)	1.59 (%)	83,633	198	2.69 (%)	1.59 (%)	-8) 케이터링 및 하우스키핑
36		9) General Field Expenses	15,159	64	0.94 (%)	0.53 (%)	12,363	29	0.4 (%)	0.23 (%)	-9) 일반현장경비
37		10) HSE	9,151	39	0.57 (%)	0.32 (%)	7,557	18	0.24 (%)	0.14 (%)	-10) HSE
38		10.4 외주비									10.4 외주비
39		1) NDE	45,597	193	2.83 (%)	1.58 (%)	71,528	169	2.3 (%)	1.36 (%)	-1) 임사체험
41		3) Painting Work	87,832	372	5.45 (%)	3.05 (%)	139,781	330	4.5 (%)	2.66 (%)	-3) 페인팅 작업
42		4) Acid Cleaning & PTFE Coating	30,961	131	1.92 (%)	1.08 (%)	56,663	134	1.82 (%)	1.08 (%)	-4) 산 세척 및 PTFE 코팅
43		5) Calibration	1,206	5	0.07 (%)	0.04 (%)	1,840	4	0.06 (%)	0.03 (%)	-5) 교정
44		6) Insulation Work	103,337	438	6.42 (%)	3.59 (%)	391,933	927	12.61 (%)	7.45 (%)	-6) 단열공사
48		(2) Sub - Total (Construction)	1,610,631	6,827	100.0 (%)	55.95 (%)	3,108,725	7,350	100.0 (%)	59.07 (%)	(2) 소계(건설)
50		11.1 Advance payment bond	4,343	18	30.0 (%)	0.15 (%)	8,536	20	30.61 (%)	0.16 (%)	11.1 선지급보증금
51		11.2 Performance bond	4,343	18	30.0 (%)	0.15 (%)	8,536	20	30.61 (%)	0.16 (%)	11.2 이행보증
52		11.3 Warranty bond	5,790	25	40.0 (%)	0.2 (%)	10,817	26	38.79 (%)	0.21 (%)	11.3 보증채권
53		(3) Sub - Total (Bond)	14,475	61	100.0 (%)	0.5 (%)	27,890	66	100.0 (%)	0.53 (%)	(3) 소계(채권)
54		(1)+(2)+(3) EPC Total	2,752,014	11,665	0.0 (%)	95.6 (%)	5,026,801	11,885	0.0 (%)	95.52 (%)	EPC 합계
55		◈ 간접비									◈ 따로비
56		1) 고용보험료	6,478	27	5.12 (%)	0.23 (%)	11,842	28	5.02 (%)	0.23 (%)	1) 고용보험
57		2) 건강보험료	22,295	94	17.62 (%)	0.77 (%)	41,565	98	17.62 (%)	0.79 (%)	2) 건강보험
58		3) 노인장기요양보험료	2,856	12	2.26 (%)	0.1 (%)	5,383	13	2.28 (%)	0.1 (%)	3) 떠들장기양보험료
59		4) 연금보험료	28,301	120	22.37 (%)	0.98 (%)	52,762	125	22.37 (%)	1.0 (%)	4) 연금보험
60		5) 퇴직공제부금비	14,465	61	11.43 (%)	0.5 (%)	26,967	64	11.43 (%)	0.51 (%)	5) 부분공제부금비
61		6) 안전관리비	34,149	145	26.99 (%)	1.19 (%)	63,895	151	27.09 (%)	1.21 (%)	6) 안전관리비
62		7) 근재보험료	1,686	7	1.33 (%)	0.06 (%)	3,045	7	1.29 (%)	0.06 (%)	7) 근재보험
64		9) 환경보존비	11,647	49	9.2 (%)	0.4 (%)	21,745	51	9.22 (%)	0.41 (%)	9) 환경보존비
65		10) 건설기계대여비	4,659	20	3.68 (%)	0.16 (%)	8,698	21	3.69 (%)	0.17 (%)	10) 건설기계대여비
66		(4) Sub - Total (간접공사비)	126,534	536	100.0 (%)	4.4 (%)	235,902	558	100.0 (%)	4.48 (%)	(4) 소계(간접공사비)
67		(EPC + 간접비) 총 합계	2,878,549	12,201	0.0 (%)	100.0 (%)	5,262,704	12,443	0.0 (%)	100.0 (%)	총 합계 (EP+C)

1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET) startTime = [2025-08-04 23:06:40.0822] at[6].CostStr[1] = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET)

No	CODE	Description	Tank No. : Turkey SECL (2 ONE-FOOT) Shell Material : A516-70 Net Weight : 422.955 (Ton) Gross Weight : 457.485 (Ton) Welding Rod : 1.495 (Ton)				Tank No. : TK-002 (ONE-FOOT) Shell Material : A537-CL2 Net Weight : 657.274 (Ton) Gross Weight : 700.683 (Ton) Welding Rod : 1.753 (Ton)				원가내역
			Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)	Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)
1	FIXC	1. ENG'G and Design	150,000	355	8.21 (%)	3.02 (%)	150,000	228	5.29 (%)	1.86 (%)	1. 설계비
2		2. Material Cost									2. 재료비
3	MATC	2.1 Main Material	716,913	1,695	39.23 (%)	14.43 (%)	1,130,092	1,719	39.82 (%)	13.99 (%)	2.1 Main Steel 자재비
4		2.2 용접봉 구매비 + Accessory	6,234	4,170	0.34 (%)	0.13 (%)	10,349	5,903	0.36 (%)	0.13 (%)	2.2 액세서리
7		2.5 Surrounding Pipe	30,996	73	1.7 (%)	0.62 (%)	49,173	75	1.73 (%)	0.61 (%)	2.5 주변 파이프
8		2.6 Insulation Material	462,053	1,092	25.29 (%)	9.3 (%)	777,623	1,183	27.4 (%)	9.63 (%)	2.6 단열재
9		2.7 Platform, handrail and Stairway for FD					73,188	111	2.58 (%)	0.91 (%)	2.7 FD의 플랫폼, 난간 및 계단
12	FABC	3-1. Pre-fabrication (Bending, Cutting, Shop Weld)	296,068	700	16.2 (%)	5.96 (%)	460,092	700	16.21 (%)	5.69 (%)	3-1. 사전 제작(절곡, 절단, 공장 용접)
16		5. Shop Test and Inspection	32,437	77	1.78 (%)	0.65 (%)	49,173	75	1.73 (%)	0.61 (%)	5. 공장 테스트 및 검사
17		6. (공장제작분) 제품도장+표면처리+산세	56,946	135	3.12 (%)	1.15 (%)	82,337	125	2.9 (%)	1.02 (%)	6. 표면 준비 및 산성 세척을 포함한 공장 페인팅
18		7. Packing & Trans -portation	75,687	179	4.14 (%)	1.52 (%)	56,035	85	1.97 (%)	0.69 (%)	7. 포장 및 내륙운송
21		(1) Sub - Total (EP)	1,827,335	4,320	100.0 (%)	36.79 (%)	2,838,061	4,318	100.0 (%)	35.13 (%)	(1) 소계(EP)
22		10. Constrcution Cost									10. 설치 비용
23		10.1 Direct Labor Cost	1,127,452	2,666	39.05 (%)	22.7 (%)	1,822,061	2,772	37.72 (%)	22.55 (%)	10.1 직접인건비
24		10.2 Construction Equipment Cost	356,091	842	12.33 (%)	7.17 (%)	518,034	788	10.72 (%)	6.41 (%)	10.2 건설장비 비용
26		1) Tool & Consumables	203,023	480	7.03 (%)	4.09 (%)	464,848	707	9.62 (%)	5.75 (%)	-1) 도구 및 소모품
29		2) Temporary Material 　　　(For Erection Jig etc)	134,745	319	4.67 (%)	2.71 (%)	212,713	324	4.4 (%)	2.63 (%)	-2) 가설재(설치 지그 등용)
30		3) Management & Supervisory Staff	276,907	655	9.59 (%)	5.57 (%)	473,092	720	9.79 (%)	5.86 (%)	-3) 관리 및 감독 직원
31		4) Indirect Labor	106,683	252	3.69 (%)	2.15 (%)	70,901	108	1.47 (%)	0.88 (%)	-4) 간접노동
34		7) Temporary Facilities	74,967	177	2.6 (%)	1.51 (%)	80,049	122	1.66 (%)	0.99 (%)	-7) 임시시설
35		8) Catering and Housekeeping	81,829	193	2.83 (%)	1.65 (%)	129,966	198	2.69 (%)	1.61 (%)	-8) 케이터링 및 하우스키핑
36		9) General Field Expenses	27,175	64	0.94 (%)	0.55 (%)	19,212	29	0.4 (%)	0.24 (%)	-9) 일반현장경비
37		10) HSE	16,406	39	0.57 (%)	0.33 (%)	11,744	18	0.24 (%)	0.15 (%)	-10) HSE
38		10.4 외주비									10.4 외주비
39		1) NDE	81,742	193	2.83 (%)	1.65 (%)	111,154	169	2.3 (%)	1.38 (%)	-1) 임사체험
41		3) Painting Work	157,459	372	5.45 (%)	3.17 (%)	217,220	330	4.5 (%)	2.69 (%)	-3) 페인팅 작업
42		4) Acid Cleaning & PTFE Coating	55,504	131	1.92 (%)	1.12 (%)	88,054	134	1.82 (%)	1.09 (%)	-4) 산 세척 및 PTFE 코팅
43		5) Calibration	2,163	5	0.07 (%)	0.04 (%)	2,859	4	0.06 (%)	0.04 (%)	-5) 교정
44		6) Insulation Work	185,254	438	6.42 (%)	3.73 (%)	609,065	927	12.61 (%)	7.54 (%)	-6) 단열공사
48		(2) Sub - Total (Construction)	2,887,400	6,827	100.0 (%)	58.13 (%)	4,830,973	7,350	100.0 (%)	59.8 (%)	(2) 소계(건설)
50		11.1 Advance payment bond	7,785	18	30.0 (%)	0.16 (%)	13,265	20	30.61 (%)	0.16 (%)	11.1 선지급보증금
51		11.2 Performance bond	7,785	18	30.0 (%)	0.16 (%)	13,265	20	30.61 (%)	0.16 (%)	11.2 이행보증
52		11.3 Warranty bond	10,380	25	40.0 (%)	0.21 (%)	16,810	26	38.79 (%)	0.21 (%)	11.3 보증채권
53		(3) Sub - Total (Bond)	25,950	61	100.0 (%)	0.52 (%)	43,341	66	100.0 (%)	0.54 (%)	(3) 소계(채권)
54		(1)+(2)+(3) EPC Total	4,740,685	11,208	0.0 (%)	95.43 (%)	7,712,375	11,734	0.0 (%)	95.46 (%)	EPC 합계
55		◈ 간접비									◈ 따로비
56		1) 고용보험료	11,613	27	5.12 (%)	0.23 (%)	18,403	28	5.02 (%)	0.23 (%)	1) 고용보험
57		2) 건강보험료	39,968	94	17.62 (%)	0.8 (%)	64,592	98	17.62 (%)	0.8 (%)	2) 건강보험
58		3) 노인장기요양보험료	5,120	12	2.26 (%)	0.1 (%)	8,364	13	2.28 (%)	0.1 (%)	3) 떠들장기양보험료
59		4) 연금보험료	50,735	120	22.37 (%)	1.02 (%)	81,993	125	22.37 (%)	1.01 (%)	4) 연금보험
60		5) 퇴직공제부금비	25,931	61	11.43 (%)	0.52 (%)	41,907	64	11.43 (%)	0.52 (%)	5) 부분공제부금비
61		6) 안전관리비	61,219	145	26.99 (%)	1.23 (%)	99,292	151	27.09 (%)	1.23 (%)	6) 안전관리비
62		7) 근재보험료	3,022	7	1.33 (%)	0.06 (%)	4,732	7	1.29 (%)	0.06 (%)	7) 근재보험
64		9) 환경보존비	20,880	49	9.2 (%)	0.42 (%)	33,792	51	9.22 (%)	0.42 (%)	9) 환경보존비
65		10) 건설기계대여비	8,352	20	3.68 (%)	0.17 (%)	13,517	21	3.69 (%)	0.17 (%)	10) 건설기계대여비
66		(4) Sub - Total (간접공사비)	226,840	536	100.0 (%)	4.57 (%)	366,593	558	100.0 (%)	4.54 (%)	(4) 소계(간접공사비)
67		(EPC + 간접비) 총 합계	4,967,525	11,745	0.0 (%)	100.0 (%)	8,078,968	12,292	0.0 (%)	100.0 (%)	총 합계 (EP+C)

1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET) startTime = [2025-08-04 23:06:40.0822] at[10].CostStr[1] = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET)

No	CODE	Description	Tank No. : [SECL] LP Ethylene Shell Material : A553-TYPE1 Net Weight : 578.822 (Ton) Gross Weight : 609.862 (Ton) Welding Rod : 3.009 (Ton)				Tank No. : [SECL] LP Ethylene Shell Material : A553-TYPE1 Net Weight : 994.42 (Ton) Gross Weight : 1059.941 (Ton) Welding Rod : 4.635 (Ton)				원가내역
			Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)	Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)
1	FIXC	1. ENG'G and Design	150,000	259	2.51 (%)	1.46 (%)	150,000	151	1.74 (%)	0.91 (%)	1. 설계비
2		2. Material Cost									2. 재료비
3	MATC	2.1 Main Material	4,242,810	7,330	70.89 (%)	41.26 (%)	5,924,935	5,958	68.74 (%)	35.8 (%)	2.1 Main Steel 자재비
4		2.2 용접봉 구매비 + Accessory	286,051	95,065	4.78 (%)	2.78 (%)	203,261	43,854	2.36 (%)	1.23 (%)	2.2 액세서리
7		2.5 Surrounding Pipe	42,418	73	0.71 (%)	0.41 (%)	74,397	75	0.86 (%)	0.45 (%)	2.5 주변 파이프
8		2.6 Insulation Material	632,328	1,092	10.57 (%)	6.15 (%)	1,176,501	1,183	13.65 (%)	7.11 (%)	2.6 단열재
9		2.7 Platform, handrail and Stairway for FD					110,730	111	1.28 (%)	0.67 (%)	2.7 FD의 플랫폼, 난간 및 계단
12	FABC	3-1. Pre-fabrication (Bending, Cutting, Shop Weld)	405,175	700	6.77 (%)	3.94 (%)	696,094	700	8.08 (%)	4.21 (%)	3-1. 사전 제작(절곡, 절단, 공장 용접)
16		5. Shop Test and Inspection	44,391	77	0.74 (%)	0.43 (%)	74,397	75	0.86 (%)	0.45 (%)	5. 공장 테스트 및 검사
17		6. (공장제작분) 제품도장+표면처리+산세	77,931	135	1.3 (%)	0.76 (%)	124,571	125	1.45 (%)	0.75 (%)	6. 표면 준비 및 산성 세척을 포함한 공장 페인팅
18		7. Packing & Trans -portation	103,580	179	1.73 (%)	1.01 (%)	84,777	85	0.98 (%)	0.51 (%)	7. 포장 및 내륙운송
21		(1) Sub - Total (EP)	5,984,685	10,339	100.0 (%)	58.2 (%)	8,619,663	8,668	100.0 (%)	52.09 (%)	(1) 소계(EP)
22		10. Constrcution Cost									10. 설치 비용
23		10.1 Direct Labor Cost	1,542,940	2,666	39.05 (%)	15.01 (%)	2,756,679	2,772	37.72 (%)	16.66 (%)	10.1 직접인건비
24		10.2 Construction Equipment Cost	487,317	842	12.33 (%)	4.74 (%)	783,757	788	10.72 (%)	4.74 (%)	10.2 건설장비 비용
26		1) Tool & Consumables	277,842	480	7.03 (%)	2.7 (%)	703,291	707	9.62 (%)	4.25 (%)	-1) 도구 및 소모품
29		2) Temporary Material 　　　(For Erection Jig etc)	184,401	319	4.67 (%)	1.79 (%)	321,823	324	4.4 (%)	1.94 (%)	-2) 가설재(설치 지그 등용)
30		3) Management & Supervisory Staff	378,953	655	9.59 (%)	3.69 (%)	715,763	720	9.79 (%)	4.33 (%)	-3) 관리 및 감독 직원
31		4) Indirect Labor	145,998	252	3.69 (%)	1.42 (%)	107,269	108	1.47 (%)	0.65 (%)	-4) 간접노동
34		7) Temporary Facilities	102,593	177	2.6 (%)	1.0 (%)	121,110	122	1.66 (%)	0.73 (%)	-7) 임시시설
35		8) Catering and Housekeeping	111,984	193	2.83 (%)	1.09 (%)	196,632	198	2.69 (%)	1.19 (%)	-8) 케이터링 및 하우스키핑
36		9) General Field Expenses	37,190	64	0.94 (%)	0.36 (%)	29,067	29	0.4 (%)	0.18 (%)	-9) 일반현장경비
37		10) HSE	22,452	39	0.57 (%)	0.22 (%)	17,768	18	0.24 (%)	0.11 (%)	-10) HSE
38		10.4 외주비									10.4 외주비
39		1) NDE	111,866	193	2.83 (%)	1.09 (%)	168,170	169	2.3 (%)	1.02 (%)	-1) 임사체험
41		3) Painting Work	215,485	372	5.45 (%)	2.1 (%)	328,642	330	4.5 (%)	1.99 (%)	-3) 페인팅 작업
42		4) Acid Cleaning & PTFE Coating	75,958	131	1.92 (%)	0.74 (%)	133,221	134	1.82 (%)	0.81 (%)	-4) 산 세척 및 PTFE 코팅
43		5) Calibration	2,960	5	0.07 (%)	0.03 (%)	4,326	4	0.06 (%)	0.03 (%)	-5) 교정
44		6) Insulation Work	253,523	438	6.42 (%)	2.47 (%)	921,482	927	12.61 (%)	5.57 (%)	-6) 단열공사
48		(2) Sub - Total (Construction)	3,951,462	6,827	100.0 (%)	38.43 (%)	7,309,001	7,350	100.0 (%)	44.17 (%)	(2) 소계(건설)
50		11.1 Advance payment bond	10,654	18	30.0 (%)	0.1 (%)	20,069	20	30.61 (%)	0.12 (%)	11.1 선지급보증금
51		11.2 Performance bond	10,654	18	30.0 (%)	0.1 (%)	20,069	20	30.61 (%)	0.12 (%)	11.2 이행보증
52		11.3 Warranty bond	14,205	25	40.0 (%)	0.14 (%)	25,433	26	38.79 (%)	0.15 (%)	11.3 보증채권
53		(3) Sub - Total (Bond)	35,513	61	100.0 (%)	0.35 (%)	65,572	66	100.0 (%)	0.4 (%)	(3) 소계(채권)
54		(1)+(2)+(3) EPC Total	9,971,660	17,228	0.0 (%)	96.98 (%)	15,994,236	16,084	0.0 (%)	96.65 (%)	EPC 합계
55		◈ 간접비									◈ 따로비
56		1) 고용보험료	15,892	27	5.12 (%)	0.15 (%)	27,843	28	5.02 (%)	0.17 (%)	1) 고용보험
57		2) 건강보험료	54,697	94	17.62 (%)	0.53 (%)	97,725	98	17.62 (%)	0.59 (%)	2) 건강보험
58		3) 노인장기요양보험료	7,007	12	2.26 (%)	0.07 (%)	12,655	13	2.28 (%)	0.08 (%)	3) 떠들장기양보험료
59		4) 연금보험료	69,432	120	22.37 (%)	0.68 (%)	124,051	125	22.37 (%)	0.75 (%)	4) 연금보험
60		5) 퇴직공제부금비	35,488	61	11.43 (%)	0.35 (%)	63,403	64	11.43 (%)	0.38 (%)	5) 부분공제부금비
61		6) 안전관리비	83,779	145	26.99 (%)	0.81 (%)	150,224	151	27.09 (%)	0.91 (%)	6) 안전관리비
62		7) 근재보험료	4,136	7	1.33 (%)	0.04 (%)	7,160	7	1.29 (%)	0.04 (%)	7) 근재보험
64		9) 환경보존비	28,575	49	9.2 (%)	0.28 (%)	51,125	51	9.22 (%)	0.31 (%)	9) 환경보존비
65		10) 건설기계대여비	11,430	20	3.68 (%)	0.11 (%)	20,450	21	3.69 (%)	0.12 (%)	10) 건설기계대여비
66		(4) Sub - Total (간접공사비)	310,435	536	100.0 (%)	3.02 (%)	554,636	558	100.0 (%)	3.35 (%)	(4) 소계(간접공사비)
67		(EPC + 간접비) 총 합계	10,282,095	17,764	0.0 (%)	100.0 (%)	16,548,872	16,642	0.0 (%)	100.0 (%)	총 합계 (EP+C)

1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET)

No	CODE	Description	Tank No. : [SECL] LP Ethylene Shell Material : A553-TYPE1 Net Weight : 578.822 (Ton) Gross Weight : 609.862 (Ton) Welding Rod : 3.009 (Ton)				원가내역	PLATE 재질별 구매단가 테이블
			Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)
1	FIXC	1. ENG'G and Design	300,000	518	2.05 (%)	1.12 (%)	1. 설계비	구분 번호 재질 구매단가 (천원/Ton) 1 PL A36 1,412 2 PL A283-C 1,336 3 PL A573-70 1,550 4 PL A516-60 1,200 5 PL A516-60N 1,600 6 PL A516-60N+S5 1,460 7 PL A516-70 1,511 8 PL A516-70N 1,599 9 PL A516-70N+S5 1,650 10 PL A537-CL1 1,600 11 PL A537-CL1+S5 1,512 12 PL A537-CL2 1,650 13 PL A537-CL2+S5 1,610 14 PL A553-Type1 5,554 15 PL A240-304 4,200 16 PL A240-304L 3,450 17 PL A240-316 4,200 18 PL A240-316L 4,200 19 DP AL 9,000 20 DP Corr-AL 11,000 21 SM A36 1,300
2		2. Material Cost					2. 재료비
3	MATC	2.1 Main Material	10,167,745	6,089	69.62 (%)	37.9 (%)	2.1 Main Steel 자재비
4		2.2 용접봉 구매비 + Accessory	489,312	64,013	3.35 (%)	1.82 (%)	2.2 액세서리
7		2.5 Surrounding Pipe	116,815	202	0.8 (%)	0.44 (%)	2.5 주변 파이프
8		2.6 Insulation Material	1,808,830	3,125	12.39 (%)	6.74 (%)	2.6 단열재
9		2.7 Platform, handrail and Stairway for FD	110,730	191	0.76 (%)	0.41 (%)	2.7 FD의 플랫폼, 난간 및 계단
12	FABC	3-1. Pre-fabrication (Bending, Cutting, Shop Weld)	1,101,269	1,903	7.54 (%)	4.1 (%)	3-1. 사전 제작(절곡, 절단, 공장 용접)
16		5. Shop Test and Inspection	118,788	205	0.81 (%)	0.44 (%)	5. 공장 테스트 및 검사
17		6. (공장제작분) 제품도장+표면처리+산세	202,502	350	1.39 (%)	0.75 (%)	6. 표면 준비 및 산성 세척을 포함한 공장 페인팅
18		7. Packing & Trans -portation	188,357	325	1.29 (%)	0.7 (%)	7. 포장 및 내륙운송
21		(1) Sub - Total (EP)	14,604,348	25,231	100.0 (%)	54.43 (%)	(1) 소계(EP)
22		10. Constrcution Cost					10. 설치 비용
23		10.1 Direct Labor Cost	4,299,619	7,428	38.18 (%)	16.02 (%)	10.1 직접인건비
24		10.2 Construction Equipment Cost	1,271,074	2,196	11.29 (%)	4.74 (%)	10.2 건설장비 비용
26		1) Tool & Consumables	981,132	1,695	8.71 (%)	3.66 (%)	-1) 도구 및 소모품
29		2) Temporary Material 　　　(For Erection Jig etc)	506,224	875	4.5 (%)	1.89 (%)	-2) 가설재(설치 지그 등용)
30		3) Management & Supervisory Staff	1,094,716	1,891	9.72 (%)	4.08 (%)	-3) 관리 및 감독 직원
31		4) Indirect Labor	253,267	438	2.25 (%)	0.94 (%)	-4) 간접노동
34		7) Temporary Facilities	223,704	386	1.99 (%)	0.83 (%)	-7) 임시시설
35		8) Catering and Housekeeping	308,616	533	2.74 (%)	1.15 (%)	-8) 케이터링 및 하우스키핑
36		9) General Field Expenses	66,257	114	0.59 (%)	0.25 (%)	-9) 일반현장경비
37		10) HSE	40,220	69	0.36 (%)	0.15 (%)	-10) HSE
38		10.4 외주비					10.4 외주비
39		1) NDE	280,036	484	2.49 (%)	1.04 (%)	-1) 임사체험
41		3) Painting Work	544,127	940	4.83 (%)	2.03 (%)	-3) 페인팅 작업
42		4) Acid Cleaning & PTFE Coating	209,180	361	1.86 (%)	0.78 (%)	-4) 산 세척 및 PTFE 코팅
43		5) Calibration	7,285	13	0.06 (%)	0.03 (%)	-5) 교정
44		6) Insulation Work	1,175,006	2,030	10.43 (%)	4.38 (%)	-6) 단열공사
48		(2) Sub - Total (Construction)	11,260,463	19,454	100.0 (%)	41.97 (%)	(2) 소계(건설)
50		11.1 Advance payment bond	30,723	53	30.39 (%)	0.11 (%)	11.1 선지급보증금
51		11.2 Performance bond	30,723	53	30.39 (%)	0.11 (%)	11.2 이행보증
52		11.3 Warranty bond	39,639	68	39.21 (%)	0.15 (%)	11.3 보증채권
53		(3) Sub - Total (Bond)	101,085	175	100.0 (%)	0.38 (%)	(3) 소계(채권)
54		(1)+(2)+(3) EPC Total	25,965,896	44,860	0.0 (%)	96.78 (%)	EPC 합계
55		◈ 간접비					◈ 따로비
56		1) 고용보험료	43,735	76	5.06 (%)	0.16 (%)	1) 고용보험
57		2) 건강보험료	152,422	263	17.62 (%)	0.57 (%)	2) 건강보험
58		3) 노인장기요양보험료	19,662	34	2.27 (%)	0.07 (%)	3) 떠들장기양보험료
59		4) 연금보험료	193,483	334	22.37 (%)	0.72 (%)	4) 연금보험
60		5) 퇴직공제부금비	98,891	171	11.43 (%)	0.37 (%)	5) 부분공제부금비
61		6) 안전관리비	234,003	404	27.05 (%)	0.87 (%)	6) 안전관리비
62		7) 근재보험료	11,296	20	1.31 (%)	0.04 (%)	7) 근재보험
64		9) 환경보존비	79,700	138	9.21 (%)	0.3 (%)	9) 환경보존비
65		10) 건설기계대여비	31,880	55	3.69 (%)	0.12 (%)	10) 건설기계대여비
66		(4) Sub - Total (간접공사비)	865,071	1,495	100.0 (%)	3.22 (%)	(4) 소계(간접공사비)
67		(EPC + 간접비) 총 합계	26,830,967	46,354	0.0 (%)	100.0 (%)	총 합계 (EP+C)

1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET) startTime = [2025-08-04 23:06:40.0822] at[14].CostStr[1] = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET)

No	CODE	Description	Tank No. : 한화-대산 LPG Shell Material : A537-CL2+S5 Net Weight : 1799.714 (Ton) Gross Weight : 1875.898 (Ton) Welding Rod : 5.983 (Ton)				Tank No. : 한화-대산 LPG Shell Material : A537-CL2+S5 Net Weight : 2780.618 (Ton) Gross Weight : 2940.863 (Ton) Welding Rod : 6.317 (Ton)				원가내역
			Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)	Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)
1	FIXC	1. ENG'G and Design	150,000	83	1.92 (%)	0.71 (%)	150,000	54	1.27 (%)	0.44 (%)	1. 설계비
2		2. Material Cost									2. 재료비
3	MATC	2.1 Main Material	3,626,712	2,015	46.54 (%)	17.14 (%)	5,166,035	1,858	43.83 (%)	15.21 (%)	2.1 Main Steel 자재비
4		2.2 용접봉 구매비 + Accessory	45,700	7,638	0.59 (%)	0.22 (%)	62,953	9,966	0.53 (%)	0.19 (%)	2.2 액세서리
7		2.5 Surrounding Pipe	131,890	73	1.69 (%)	0.62 (%)	208,029	75	1.76 (%)	0.61 (%)	2.5 주변 파이프
8		2.6 Insulation Material	1,966,080	1,092	25.23 (%)	9.29 (%)	3,289,757	1,183	27.91 (%)	9.69 (%)	2.6 단열재
9		2.7 Platform, handrail and Stairway for FD					309,625	111	2.63 (%)	0.91 (%)	2.7 FD의 플랫폼, 난간 및 계단
12	FABC	3-1. Pre-fabrication (Bending, Cutting, Shop Weld)	1,169,814	650	15.01 (%)	5.53 (%)	1,807,402	650	15.33 (%)	5.32 (%)	3-1. 사전 제작(절곡, 절단, 공장 용접)
16		5. Shop Test and Inspection	138,024	77	1.77 (%)	0.65 (%)	208,029	75	1.76 (%)	0.61 (%)	5. 공장 테스트 및 검사
17		6. (공장제작분) 제품도장+표면처리+산세	242,310	135	3.11 (%)	1.15 (%)	348,328	125	2.96 (%)	1.03 (%)	6. 표면 준비 및 산성 세척을 포함한 공장 페인팅
18		7. Packing & Trans -portation	322,057	179	4.13 (%)	1.52 (%)	237,056	85	2.01 (%)	0.7 (%)	7. 포장 및 내륙운송
21		(1) Sub - Total (EP)	7,792,586	4,330	100.0 (%)	36.84 (%)	11,787,214	4,239	100.0 (%)	34.71 (%)	(1) 소계(EP)
22		10. Constrcution Cost									10. 설치 비용
23		10.1 Direct Labor Cost	4,797,417	2,666	39.05 (%)	22.68 (%)	7,708,285	2,772	37.72 (%)	22.7 (%)	10.1 직접인건비
24		10.2 Construction Equipment Cost	1,515,201	842	12.33 (%)	7.16 (%)	2,191,558	788	10.72 (%)	6.45 (%)	10.2 건설장비 비용
26		1) Tool & Consumables	863,884	480	7.03 (%)	4.08 (%)	1,966,556	707	9.62 (%)	5.79 (%)	-1) 도구 및 소모품
29		2) Temporary Material 　　　(For Erection Jig etc)	573,353	319	4.67 (%)	2.71 (%)	899,889	324	4.4 (%)	2.65 (%)	-2) 가설재(설치 지그 등용)
30		3) Management & Supervisory Staff	1,178,267	655	9.59 (%)	5.57 (%)	2,001,430	720	9.79 (%)	5.89 (%)	-3) 관리 및 감독 직원
31		4) Indirect Labor	453,947	252	3.69 (%)	2.15 (%)	299,948	108	1.47 (%)	0.88 (%)	-4) 간접노동
34		7) Temporary Facilities	318,990	177	2.6 (%)	1.51 (%)	338,651	122	1.66 (%)	1.0 (%)	-7) 임시시설
35		8) Catering and Housekeeping	348,189	193	2.83 (%)	1.65 (%)	549,826	198	2.69 (%)	1.62 (%)	-8) 케이터링 및 하우스키핑
36		9) General Field Expenses	115,633	64	0.94 (%)	0.55 (%)	81,277	29	0.4 (%)	0.24 (%)	-9) 일반현장경비
37		10) HSE	69,809	39	0.57 (%)	0.33 (%)	49,684	18	0.24 (%)	0.15 (%)	-10) HSE
38		10.4 외주비									10.4 외주비
39		1) NDE	347,822	193	2.83 (%)	1.64 (%)	470,241	169	2.3 (%)	1.38 (%)	-1) 임사체험
41		3) Painting Work	670,001	372	5.45 (%)	3.17 (%)	918,955	330	4.5 (%)	2.71 (%)	-3) 페인팅 작업
42		4) Acid Cleaning & PTFE Coating	236,175	131	1.92 (%)	1.12 (%)	372,517	134	1.82 (%)	1.1 (%)	-4) 산 세척 및 PTFE 코팅
43		5) Calibration	9,202	5	0.07 (%)	0.04 (%)	12,096	4	0.06 (%)	0.04 (%)	-5) 교정
44		6) Insulation Work	788,273	438	6.42 (%)	3.73 (%)	2,576,668	927	12.61 (%)	7.59 (%)	-6) 단열공사
48		(2) Sub - Total (Construction)	12,286,163	6,827	100.0 (%)	58.08 (%)	20,437,581	7,350	100.0 (%)	60.18 (%)	(2) 소계(건설)
50		11.1 Advance payment bond	33,126	18	30.0 (%)	0.16 (%)	56,118	20	30.61 (%)	0.17 (%)	11.1 선지급보증금
51		11.2 Performance bond	33,126	18	30.0 (%)	0.16 (%)	56,118	20	30.61 (%)	0.17 (%)	11.2 이행보증
52		11.3 Warranty bond	44,169	25	40.0 (%)	0.21 (%)	71,117	26	38.79 (%)	0.21 (%)	11.3 보증채권
53		(3) Sub - Total (Bond)	110,420	61	100.0 (%)	0.52 (%)	183,354	66	100.0 (%)	0.54 (%)	(3) 소계(채권)
54		(1)+(2)+(3) EPC Total	20,189,169	11,218	0.0 (%)	95.44 (%)	32,408,150	11,655	0.0 (%)	95.43 (%)	EPC 합계
55		◈ 간접비									◈ 따로비
56		1) 고용보험료	49,413	27	5.12 (%)	0.23 (%)	77,855	28	5.02 (%)	0.23 (%)	1) 고용보험
57		2) 건강보험료	170,068	94	17.62 (%)	0.8 (%)	273,260	98	17.62 (%)	0.8 (%)	2) 건강보험
58		3) 노인장기요양보험료	21,786	12	2.26 (%)	0.1 (%)	35,386	13	2.28 (%)	0.1 (%)	3) 떠들장기양보험료
59		4) 연금보험료	215,883	120	22.37 (%)	1.02 (%)	346,874	125	22.37 (%)	1.02 (%)	4) 연금보험
60		5) 퇴직공제부금비	110,340	61	11.43 (%)	0.52 (%)	177,289	64	11.43 (%)	0.52 (%)	5) 부분공제부금비
61		6) 안전관리비	260,492	145	26.99 (%)	1.23 (%)	420,060	151	27.09 (%)	1.24 (%)	6) 안전관리비
62		7) 근재보험료	12,859	7	1.33 (%)	0.06 (%)	20,020	7	1.29 (%)	0.06 (%)	7) 근재보험
64		9) 환경보존비	88,846	49	9.2 (%)	0.42 (%)	142,957	51	9.22 (%)	0.42 (%)	9) 환경보존비
65		10) 건설기계대여비	35,539	20	3.68 (%)	0.17 (%)	57,183	21	3.69 (%)	0.17 (%)	10) 건설기계대여비
66		(4) Sub - Total (간접공사비)	965,226	536	100.0 (%)	4.56 (%)	1,550,884	558	100.0 (%)	4.57 (%)	(4) 소계(간접공사비)
67		(EPC + 간접비) 총 합계	21,154,396	11,754	0.0 (%)	100.0 (%)	33,959,034	12,213	0.0 (%)	100.0 (%)	총 합계 (EP+C)

1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET)

No	CODE	Description	Tank No. : 한화-대산 LPG Shell Material : A537-CL2+S5 Net Weight : 1799.714 (Ton) Gross Weight : 1875.898 (Ton) Welding Rod : 5.983 (Ton)				원가내역	PLATE 재질별 구매단가 테이블
			Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)
1	FIXC	1. ENG'G and Design	300,000	167	1.53 (%)	0.54 (%)	1. 설계비	구분 번호 재질 구매단가 (천원/Ton) 1 PL A36 1,412 2 PL A283-C 1,336 3 PL A573-70 1,550 4 PL A516-60 1,200 5 PL A516-60N 1,600 6 PL A516-60N+S5 1,460 7 PL A516-70 1,511 8 PL A516-70N 1,599 9 PL A516-70N+S5 1,650 10 PL A537-CL1 1,600 11 PL A537-CL1+S5 1,512 12 PL A537-CL2 1,650 13 PL A537-CL2+S5 1,610 14 PL A553-Type1 5,554 15 PL A240-304 4,200 16 PL A240-304L 3,450 17 PL A240-316 4,200 18 PL A240-316L 4,200 19 DP AL 9,000 20 DP Corr-AL 11,000 21 SM A36 1,300
2		2. Material Cost					2. 재료비
3	MATC	2.1 Main Material	8,792,747	1,825	44.91 (%)	15.95 (%)	2.1 Main Steel 자재비
4		2.2 용접봉 구매비 + Accessory	108,653	8,834	0.55 (%)	0.2 (%)	2.2 액세서리
7		2.5 Surrounding Pipe	339,919	189	1.74 (%)	0.62 (%)	2.5 주변 파이프
8		2.6 Insulation Material	5,255,837	2,920	26.84 (%)	9.54 (%)	2.6 단열재
9		2.7 Platform, handrail and Stairway for FD	309,625	172	1.58 (%)	0.56 (%)	2.7 FD의 플랫폼, 난간 및 계단
12	FABC	3-1. Pre-fabrication (Bending, Cutting, Shop Weld)	2,977,216	1,654	15.21 (%)	5.4 (%)	3-1. 사전 제작(절곡, 절단, 공장 용접)
16		5. Shop Test and Inspection	346,053	192	1.77 (%)	0.63 (%)	5. 공장 테스트 및 검사
17		6. (공장제작분) 제품도장+표면처리+산세	590,638	328	3.02 (%)	1.07 (%)	6. 표면 준비 및 산성 세척을 포함한 공장 페인팅
18		7. Packing & Trans -portation	559,113	311	2.86 (%)	1.01 (%)	7. 포장 및 내륙운송
21		(1) Sub - Total (EP)	19,579,801	10,879	100.0 (%)	35.53 (%)	(1) 소계(EP)
22		10. Constrcution Cost					10. 설치 비용
23		10.1 Direct Labor Cost	12,505,701	6,949	38.22 (%)	22.69 (%)	10.1 직접인건비
24		10.2 Construction Equipment Cost	3,706,759	2,060	11.33 (%)	6.73 (%)	10.2 건설장비 비용
26		1) Tool & Consumables	2,830,440	1,573	8.65 (%)	5.14 (%)	-1) 도구 및 소모품
29		2) Temporary Material 　　　(For Erection Jig etc)	1,473,242	819	4.5 (%)	2.67 (%)	-2) 가설재(설치 지그 등용)
30		3) Management & Supervisory Staff	3,179,698	1,767	9.72 (%)	5.77 (%)	-3) 관리 및 감독 직원
31		4) Indirect Labor	753,895	419	2.3 (%)	1.37 (%)	-4) 간접노동
34		7) Temporary Facilities	657,642	365	2.01 (%)	1.19 (%)	-7) 임시시설
35		8) Catering and Housekeeping	898,014	499	2.74 (%)	1.63 (%)	-8) 케이터링 및 하우스키핑
36		9) General Field Expenses	196,911	109	0.6 (%)	0.36 (%)	-9) 일반현장경비
37		10) HSE	119,493	66	0.37 (%)	0.22 (%)	-10) HSE
38		10.4 외주비					10.4 외주비
39		1) NDE	818,063	455	2.5 (%)	1.48 (%)	-1) 임사체험
41		3) Painting Work	1,588,956	883	4.86 (%)	2.88 (%)	-3) 페인팅 작업
42		4) Acid Cleaning & PTFE Coating	608,691	338	1.86 (%)	1.1 (%)	-4) 산 세척 및 PTFE 코팅
43		5) Calibration	21,298	12	0.07 (%)	0.04 (%)	-5) 교정
44		6) Insulation Work	3,364,941	1,870	10.28 (%)	6.11 (%)	-6) 단열공사
48		(2) Sub - Total (Construction)	32,723,745	18,183	100.0 (%)	59.38 (%)	(2) 소계(건설)
50		11.1 Advance payment bond	89,244	50	30.38 (%)	0.16 (%)	11.1 선지급보증금
51		11.2 Performance bond	89,244	50	30.38 (%)	0.16 (%)	11.2 이행보증
52		11.3 Warranty bond	115,286	64	39.24 (%)	0.21 (%)	11.3 보증채권
53		(3) Sub - Total (Bond)	293,774	163	100.0 (%)	0.53 (%)	(3) 소계(채권)
54		(1)+(2)+(3) EPC Total	52,597,319	29,225	0.0 (%)	95.43 (%)	EPC 합계
55		◈ 간접비					◈ 따로비
56		1) 고용보험료	127,267	71	5.06 (%)	0.23 (%)	1) 고용보험
57		2) 건강보험료	443,327	246	17.62 (%)	0.8 (%)	2) 건강보험
58		3) 노인장기요양보험료	57,172	32	2.27 (%)	0.1 (%)	3) 떠들장기양보험료
59		4) 연금보험료	562,757	313	22.37 (%)	1.02 (%)	4) 연금보험
60		5) 퇴직공제부금비	287,630	160	11.43 (%)	0.52 (%)	5) 부분공제부금비
61		6) 안전관리비	680,552	378	27.05 (%)	1.23 (%)	6) 안전관리비
62		7) 근재보험료	32,879	18	1.31 (%)	0.06 (%)	7) 근재보험
64		9) 환경보존비	231,804	129	9.21 (%)	0.42 (%)	9) 환경보존비
65		10) 건설기계대여비	92,722	52	3.69 (%)	0.17 (%)	10) 건설기계대여비
66		(4) Sub - Total (간접공사비)	2,516,110	1,398	100.0 (%)	4.57 (%)	(4) 소계(간접공사비)
67		(EPC + 간접비) 총 합계	55,113,429	30,623	0.0 (%)	100.0 (%)	총 합계 (EP+C)

1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET) startTime = [2025-08-04 23:06:40.0822] at[18].CostStr[1] = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET)

No	CODE	Description	Tank No. : T-201 SUMBAWA 50000 KL LNG Shell Material : A553-TYPE1 Net Weight : 582.532 (Ton) Gross Weight : 613.721 (Ton) Welding Rod : 2.192 (Ton)				Tank No. : T-201 SUMBAWA 50000 KL LNG Shell Material : A553-TYPE1 Net Weight : 1369.067 (Ton) Gross Weight : 1475.775 (Ton) Welding Rod : 4.672 (Ton)				원가내역
			Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)	Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)
1	FIXC	1. ENG'G and Design	150,000	257	2.72 (%)	1.53 (%)	150,000	110	1.61 (%)	0.74 (%)	1. 설계비
2		2. Material Cost									2. 재료비
3	MATC	2.1 Main Material	3,840,894	6,593	69.72 (%)	39.06 (%)	5,852,614	4,275	62.93 (%)	28.95 (%)	2.1 Main Steel 자재비
4		2.2 용접봉 구매비 + Accessory	203,567	92,868	3.7 (%)	2.07 (%)	73,490	15,730	0.79 (%)	0.36 (%)	2.2 액세서리
7		2.5 Surrounding Pipe	42,690	73	0.77 (%)	0.43 (%)	102,425	75	1.1 (%)	0.51 (%)	2.5 주변 파이프
8		2.6 Insulation Material	636,381	1,092	11.55 (%)	6.47 (%)	1,619,747	1,183	17.42 (%)	8.01 (%)	2.6 단열재
9		2.7 Platform, handrail and Stairway for FD					152,447	111	1.64 (%)	0.75 (%)	2.7 FD의 플랫폼, 난간 및 계단
12	FABC	3-1. Pre-fabrication (Bending, Cutting, Shop Weld)	407,772	700	7.4 (%)	4.15 (%)	958,347	700	10.31 (%)	4.74 (%)	3-1. 사전 제작(절곡, 절단, 공장 용접)
16		5. Shop Test and Inspection	44,676	77	0.81 (%)	0.45 (%)	102,425	75	1.1 (%)	0.51 (%)	5. 공장 테스트 및 검사
17		6. (공장제작분) 제품도장+표면처리+산세	78,431	135	1.42 (%)	0.8 (%)	171,503	125	1.84 (%)	0.85 (%)	6. 표면 준비 및 산성 세척을 포함한 공장 페인팅
18		7. Packing & Trans -portation	104,244	179	1.89 (%)	1.06 (%)	116,717	85	1.26 (%)	0.58 (%)	7. 포장 및 내륙운송
21		(1) Sub - Total (EP)	5,508,655	9,456	100.0 (%)	56.02 (%)	9,299,716	6,793	100.0 (%)	46.0 (%)	(1) 소계(EP)
22		10. Constrcution Cost									10. 설치 비용
23		10.1 Direct Labor Cost	1,552,829	2,666	39.05 (%)	15.79 (%)	3,795,256	2,772	37.72 (%)	18.77 (%)	10.1 직접인건비
24		10.2 Construction Equipment Cost	490,441	842	12.33 (%)	4.99 (%)	1,079,037	788	10.72 (%)	5.34 (%)	10.2 건설장비 비용
26		1) Tool & Consumables	279,622	480	7.03 (%)	2.84 (%)	968,255	707	9.62 (%)	4.79 (%)	-1) 도구 및 소모품
29		2) Temporary Material 　　　(For Erection Jig etc)	185,583	319	4.67 (%)	1.89 (%)	443,070	324	4.4 (%)	2.19 (%)	-2) 가설재(설치 지그 등용)
30		3) Management & Supervisory Staff	381,382	655	9.59 (%)	3.88 (%)	985,426	720	9.79 (%)	4.87 (%)	-3) 관리 및 감독 직원
31		4) Indirect Labor	146,934	252	3.69 (%)	1.49 (%)	147,683	108	1.47 (%)	0.73 (%)	-4) 간접노동
34		7) Temporary Facilities	103,251	177	2.6 (%)	1.05 (%)	166,739	122	1.66 (%)	0.82 (%)	-7) 임시시설
35		8) Catering and Housekeeping	112,702	193	2.83 (%)	1.15 (%)	270,712	198	2.69 (%)	1.34 (%)	-8) 케이터링 및 하우스키핑
36		9) General Field Expenses	37,428	64	0.94 (%)	0.38 (%)	40,018	29	0.4 (%)	0.2 (%)	-9) 일반현장경비
37		10) HSE	22,596	39	0.57 (%)	0.23 (%)	24,462	18	0.24 (%)	0.12 (%)	-10) HSE
38		10.4 외주비									10.4 외주비
39		1) NDE	112,583	193	2.83 (%)	1.14 (%)	231,528	169	2.3 (%)	1.15 (%)	-1) 임사체험
41		3) Painting Work	216,866	372	5.45 (%)	2.21 (%)	452,457	330	4.5 (%)	2.24 (%)	-3) 페인팅 작업
42		4) Acid Cleaning & PTFE Coating	76,445	131	1.92 (%)	0.78 (%)	183,413	134	1.82 (%)	0.91 (%)	-4) 산 세척 및 PTFE 코팅
43		5) Calibration	2,978	5	0.07 (%)	0.03 (%)	5,955	4	0.06 (%)	0.03 (%)	-5) 교정
44		6) Insulation Work	255,148	438	6.42 (%)	2.59 (%)	1,268,650	927	12.61 (%)	6.28 (%)	-6) 단열공사
48		(2) Sub - Total (Construction)	3,976,789	6,827	100.0 (%)	40.44 (%)	10,062,662	7,350	100.0 (%)	49.78 (%)	(2) 소계(건설)
50		11.1 Advance payment bond	10,722	18	30.0 (%)	0.11 (%)	27,631	20	30.61 (%)	0.14 (%)	11.1 선지급보증금
51		11.2 Performance bond	10,722	18	30.0 (%)	0.11 (%)	27,631	20	30.61 (%)	0.14 (%)	11.2 이행보증
52		11.3 Warranty bond	14,297	25	40.0 (%)	0.15 (%)	35,015	26	38.79 (%)	0.17 (%)	11.3 보증채권
53		(3) Sub - Total (Bond)	35,741	61	100.0 (%)	0.36 (%)	90,276	66	100.0 (%)	0.45 (%)	(3) 소계(채권)
54		(1)+(2)+(3) EPC Total	9,521,185	16,344	0.0 (%)	96.82 (%)	19,452,654	14,209	0.0 (%)	96.22 (%)	EPC 합계
55		◈ 간접비									◈ 따로비
56		1) 고용보험료	15,994	27	5.12 (%)	0.16 (%)	38,333	28	5.02 (%)	0.19 (%)	1) 고용보험
57		2) 건강보험료	55,048	94	17.62 (%)	0.56 (%)	134,542	98	17.62 (%)	0.67 (%)	2) 건강보험
58		3) 노인장기요양보험료	7,052	12	2.26 (%)	0.07 (%)	17,423	13	2.28 (%)	0.09 (%)	3) 떠들장기양보험료
59		4) 연금보험료	69,877	120	22.37 (%)	0.71 (%)	170,787	125	22.37 (%)	0.84 (%)	4) 연금보험
60		5) 퇴직공제부금비	35,715	61	11.43 (%)	0.36 (%)	87,290	64	11.43 (%)	0.43 (%)	5) 부분공제부금비
61		6) 안전관리비	84,316	145	26.99 (%)	0.86 (%)	206,821	151	27.09 (%)	1.02 (%)	6) 안전관리비
62		7) 근재보험료	4,162	7	1.33 (%)	0.04 (%)	9,857	7	1.29 (%)	0.05 (%)	7) 근재보험
64		9) 환경보존비	28,758	49	9.2 (%)	0.29 (%)	70,386	51	9.22 (%)	0.35 (%)	9) 환경보존비
65		10) 건설기계대여비	11,503	20	3.68 (%)	0.12 (%)	28,155	21	3.69 (%)	0.14 (%)	10) 건설기계대여비
66		(4) Sub - Total (간접공사비)	312,425	536	100.0 (%)	3.18 (%)	763,594	558	100.0 (%)	3.78 (%)	(4) 소계(간접공사비)
67		(EPC + 간접비) 총 합계	9,833,609	16,881	0.0 (%)	100.0 (%)	20,216,248	14,766	0.0 (%)	100.0 (%)	총 합계 (EP+C)

1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET)

No	CODE	Description	Tank No. : T-201 SUMBAWA 50000 KL LNG Shell Material : A553-TYPE1 Net Weight : 582.532 (Ton) Gross Weight : 613.721 (Ton) Welding Rod : 2.192 (Ton)				원가내역	PLATE 재질별 구매단가 테이블
			Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)
1	FIXC	1. ENG'G and Design	300,000	515	2.03 (%)	1.0 (%)	1. 설계비	구분 번호 재질 구매단가 (천원/Ton) 1 PL A36 1,412 2 PL A283-C 1,336 3 PL A573-70 1,550 4 PL A516-60 1,200 5 PL A516-60N 1,600 6 PL A516-60N+S5 1,460 7 PL A516-70 1,511 8 PL A516-70N 1,599 9 PL A516-70N+S5 1,650 10 PL A537-CL1 1,600 11 PL A537-CL1+S5 1,512 12 PL A537-CL2 1,650 13 PL A537-CL2+S5 1,610 14 PL A553-Type1 5,554 15 PL A240-304 4,200 16 PL A240-304L 3,450 17 PL A240-316 4,200 18 PL A240-316L 4,200 19 DP AL 9,000 20 DP Corr-AL 11,000 21 SM A36 1,300
2		2. Material Cost					2. 재료비
3	MATC	2.1 Main Material	9,693,507	4,639	65.46 (%)	32.26 (%)	2.1 Main Steel 자재비
4		2.2 용접봉 구매비 + Accessory	277,057	40,364	1.87 (%)	0.92 (%)	2.2 액세서리
7		2.5 Surrounding Pipe	145,116	249	0.98 (%)	0.48 (%)	2.5 주변 파이프
8		2.6 Insulation Material	2,256,129	3,873	15.24 (%)	7.51 (%)	2.6 단열재
9		2.7 Platform, handrail and Stairway for FD	152,447	262	1.03 (%)	0.51 (%)	2.7 FD의 플랫폼, 난간 및 계단
12	FABC	3-1. Pre-fabrication (Bending, Cutting, Shop Weld)	1,366,119	2,345	9.23 (%)	4.55 (%)	3-1. 사전 제작(절곡, 절단, 공장 용접)
16		5. Shop Test and Inspection	147,101	253	0.99 (%)	0.49 (%)	5. 공장 테스트 및 검사
17		6. (공장제작분) 제품도장+표면처리+산세	249,934	429	1.69 (%)	0.83 (%)	6. 표면 준비 및 산성 세척을 포함한 공장 페인팅
18		7. Packing & Trans -portation	220,961	379	1.49 (%)	0.74 (%)	7. 포장 및 내륙운송
21		(1) Sub - Total (EP)	14,808,370	25,421	100.0 (%)	49.28 (%)	(1) 소계(EP)
22		10. Constrcution Cost					10. 설치 비용
23		10.1 Direct Labor Cost	5,348,086	9,181	38.09 (%)	17.8 (%)	10.1 직접인건비
24		10.2 Construction Equipment Cost	1,569,478	2,694	11.18 (%)	5.22 (%)	10.2 건설장비 비용
26		1) Tool & Consumables	1,247,877	2,142	8.89 (%)	4.15 (%)	-1) 도구 및 소모품
29		2) Temporary Material 　　　(For Erection Jig etc)	628,653	1,079	4.48 (%)	2.09 (%)	-2) 가설재(설치 지그 등용)
30		3) Management & Supervisory Staff	1,366,808	2,346	9.74 (%)	4.55 (%)	-3) 관리 및 감독 직원
31		4) Indirect Labor	294,616	506	2.1 (%)	0.98 (%)	-4) 간접노동
34		7) Temporary Facilities	269,990	463	1.92 (%)	0.9 (%)	-7) 임시시설
35		8) Catering and Housekeeping	383,414	658	2.73 (%)	1.28 (%)	-8) 케이터링 및 하우스키핑
36		9) General Field Expenses	77,446	133	0.55 (%)	0.26 (%)	-9) 일반현장경비
37		10) HSE	47,058	81	0.34 (%)	0.16 (%)	-10) HSE
38		10.4 외주비					10.4 외주비
39		1) NDE	344,111	591	2.45 (%)	1.15 (%)	-1) 임사체험
41		3) Painting Work	669,324	1,149	4.77 (%)	2.23 (%)	-3) 페인팅 작업
42		4) Acid Cleaning & PTFE Coating	259,858	446	1.85 (%)	0.86 (%)	-4) 산 세척 및 PTFE 코팅
43		5) Calibration	8,934	15	0.06 (%)	0.03 (%)	-5) 교정
44		6) Insulation Work	1,523,798	2,616	10.85 (%)	5.07 (%)	-6) 단열공사
48		(2) Sub - Total (Construction)	14,039,451	24,101	100.0 (%)	46.72 (%)	(2) 소계(건설)
50		11.1 Advance payment bond	38,353	66	30.43 (%)	0.13 (%)	11.1 선지급보증금
51		11.2 Performance bond	38,353	66	30.43 (%)	0.13 (%)	11.2 이행보증
52		11.3 Warranty bond	49,312	85	39.13 (%)	0.16 (%)	11.3 보증채권
53		(3) Sub - Total (Bond)	126,017	216	100.0 (%)	0.42 (%)	(3) 소계(채권)
54		(1)+(2)+(3) EPC Total	28,973,838	49,738	0.0 (%)	96.42 (%)	EPC 합계
55		◈ 간접비					◈ 따로비
56		1) 고용보험료	54,327	93	5.05 (%)	0.18 (%)	1) 고용보험
57		2) 건강보험료	189,590	325	17.62 (%)	0.63 (%)	2) 건강보험
58		3) 노인장기요양보험료	24,474	42	2.27 (%)	0.08 (%)	3) 떠들장기양보험료
59		4) 연금보험료	240,664	413	22.37 (%)	0.8 (%)	4) 연금보험
60		5) 퇴직공제부금비	123,005	211	11.43 (%)	0.41 (%)	5) 부분공제부금비
61		6) 안전관리비	291,137	500	27.06 (%)	0.97 (%)	6) 안전관리비
62		7) 근재보험료	14,019	24	1.3 (%)	0.05 (%)	7) 근재보험
64		9) 환경보존비	99,144	170	9.21 (%)	0.33 (%)	9) 환경보존비
65		10) 건설기계대여비	39,658	68	3.69 (%)	0.13 (%)	10) 건설기계대여비
66		(4) Sub - Total (간접공사비)	1,076,019	1,847	100.0 (%)	3.58 (%)	(4) 소계(간접공사비)
67		(EPC + 간접비) 총 합계	30,049,857	51,585	0.0 (%)	100.0 (%)	총 합계 (EP+C)

1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET) startTime = [2025-08-04 23:06:40.0822] at[22].CostStr[1] = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET)

No	CODE	Description	Tank No. : [T201] CAP2 LP Ethylene Shell Material : A553-TYPE1 Net Weight : 381.799 (Ton) Gross Weight : 408.6 (Ton) Welding Rod : 1.474 (Ton)				Tank No. : [T201] CAP2 LP Ethylene Shell Material : A553-TYPE1 Net Weight : 721.034 (Ton) Gross Weight : 786.077 (Ton) Welding Rod : 5.595 (Ton)				원가내역
			Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)	Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)
1	FIXC	1. ENG'G and Design	150,000	393	3.77 (%)	2.2 (%)	150,000	208	2.63 (%)	1.31 (%)	1. 설계비
2		2. Material Cost									2. 재료비
3	MATC	2.1 Main Material	2,842,630	7,445	71.41 (%)	41.71 (%)	3,649,768	5,062	64.05 (%)	31.88 (%)	2.1 Main Steel 자재비
4		2.2 용접봉 구매비 + Accessory	126,921	86,107	3.19 (%)	1.86 (%)	201,079	35,939	3.53 (%)	1.76 (%)	2.2 액세서리
7		2.5 Surrounding Pipe	27,980	73	0.7 (%)	0.41 (%)	53,943	75	0.95 (%)	0.47 (%)	2.5 주변 파이프
8		2.6 Insulation Material	417,092	1,092	10.48 (%)	6.12 (%)	853,057	1,183	14.97 (%)	7.45 (%)	2.6 단열재
9		2.7 Platform, handrail and Stairway for FD					80,288	111	1.41 (%)	0.7 (%)	2.7 FD의 플랫폼, 난간 및 계단
12	FABC	3-1. Pre-fabrication (Bending, Cutting, Shop Weld)	267,259	700	6.71 (%)	3.92 (%)	504,724	700	8.86 (%)	4.41 (%)	3-1. 사전 제작(절곡, 절단, 공장 용접)
16		5. Shop Test and Inspection	29,281	77	0.74 (%)	0.43 (%)	53,943	75	0.95 (%)	0.47 (%)	5. 공장 테스트 및 검사
17		6. (공장제작분) 제품도장+표면처리+산세	51,405	135	1.29 (%)	0.75 (%)	90,324	125	1.59 (%)	0.79 (%)	6. 표면 준비 및 산성 세척을 포함한 공장 페인팅
18		7. Packing & Trans -portation	68,323	179	1.72 (%)	1.0 (%)	61,470	85	1.08 (%)	0.54 (%)	7. 포장 및 내륙운송
21		(1) Sub - Total (EP)	3,980,891	10,427	100.0 (%)	58.41 (%)	5,698,597	7,903	100.0 (%)	49.78 (%)	(1) 소계(EP)
22		10. Constrcution Cost									10. 설치 비용
23		10.1 Direct Labor Cost	1,017,744	2,666	39.05 (%)	14.93 (%)	1,998,813	2,772	37.72 (%)	17.46 (%)	10.1 직접인건비
24		10.2 Construction Equipment Cost	321,441	842	12.33 (%)	4.72 (%)	568,287	788	10.72 (%)	4.96 (%)	10.2 건설장비 비용
26		1) Tool & Consumables	183,268	480	7.03 (%)	2.69 (%)	509,942	707	9.62 (%)	4.45 (%)	-1) 도구 및 소모품
29		2) Temporary Material 　　　(For Erection Jig etc)	121,634	319	4.67 (%)	1.78 (%)	233,348	324	4.4 (%)	2.04 (%)	-2) 가설재(설치 지그 등용)
30		3) Management & Supervisory Staff	249,963	655	9.59 (%)	3.67 (%)	518,985	720	9.79 (%)	4.53 (%)	-3) 관리 및 감독 직원
31		4) Indirect Labor	96,302	252	3.69 (%)	1.41 (%)	77,779	108	1.47 (%)	0.68 (%)	-4) 간접노동
34		7) Temporary Facilities	67,672	177	2.6 (%)	0.99 (%)	87,815	122	1.66 (%)	0.77 (%)	-7) 임시시설
35		8) Catering and Housekeeping	73,866	193	2.83 (%)	1.08 (%)	142,574	198	2.69 (%)	1.25 (%)	-8) 케이터링 및 하우스키핑
36		9) General Field Expenses	24,531	64	0.94 (%)	0.36 (%)	21,076	29	0.4 (%)	0.18 (%)	-9) 일반현장경비
37		10) HSE	14,810	39	0.57 (%)	0.22 (%)	12,883	18	0.24 (%)	0.11 (%)	-10) HSE
38		10.4 외주비									10.4 외주비
39		1) NDE	73,788	193	2.83 (%)	1.08 (%)	121,937	169	2.3 (%)	1.07 (%)	-1) 임사체험
41		3) Painting Work	142,137	372	5.45 (%)	2.09 (%)	238,292	330	4.5 (%)	2.08 (%)	-3) 페인팅 작업
42		4) Acid Cleaning & PTFE Coating	50,103	131	1.92 (%)	0.74 (%)	96,596	134	1.82 (%)	0.84 (%)	-4) 산 세척 및 PTFE 코팅
43		5) Calibration	1,952	5	0.07 (%)	0.03 (%)	3,136	4	0.06 (%)	0.03 (%)	-5) 교정
44		6) Insulation Work	167,228	438	6.42 (%)	2.45 (%)	668,148	927	12.61 (%)	5.84 (%)	-6) 단열공사
48		(2) Sub - Total (Construction)	2,606,439	6,827	100.0 (%)	38.24 (%)	5,299,610	7,350	100.0 (%)	46.29 (%)	(2) 소계(건설)
50		11.1 Advance payment bond	7,027	18	30.0 (%)	0.1 (%)	14,552	20	30.61 (%)	0.13 (%)	11.1 선지급보증금
51		11.2 Performance bond	7,027	18	30.0 (%)	0.1 (%)	14,552	20	30.61 (%)	0.13 (%)	11.2 이행보증
52		11.3 Warranty bond	9,370	25	40.0 (%)	0.14 (%)	18,441	26	38.79 (%)	0.16 (%)	11.3 보증채권
53		(3) Sub - Total (Bond)	23,425	61	100.0 (%)	0.34 (%)	47,545	66	100.0 (%)	0.42 (%)	(3) 소계(채권)
54		(1)+(2)+(3) EPC Total	6,610,755	17,315	0.0 (%)	97.0 (%)	11,045,752	15,319	0.0 (%)	96.49 (%)	EPC 합계
55		◈ 간접비									◈ 따로비
56		1) 고용보험료	10,483	27	5.12 (%)	0.15 (%)	20,188	28	5.02 (%)	0.18 (%)	1) 고용보험
57		2) 건강보험료	36,079	94	17.62 (%)	0.53 (%)	70,858	98	17.62 (%)	0.62 (%)	2) 건강보험
58		3) 노인장기요양보험료	4,622	12	2.26 (%)	0.07 (%)	9,176	13	2.28 (%)	0.08 (%)	3) 떠들장기양보험료
59		4) 연금보험료	45,798	120	22.37 (%)	0.67 (%)	89,947	125	22.37 (%)	0.79 (%)	4) 연금보험
60		5) 퇴직공제부금비	23,408	61	11.43 (%)	0.34 (%)	45,972	64	11.43 (%)	0.4 (%)	5) 부분공제부금비
61		6) 안전관리비	55,262	145	26.99 (%)	0.81 (%)	108,924	151	27.09 (%)	0.95 (%)	6) 안전관리비
62		7) 근재보험료	2,728	7	1.33 (%)	0.04 (%)	5,191	7	1.29 (%)	0.05 (%)	7) 근재보험
64		9) 환경보존비	18,848	49	9.2 (%)	0.28 (%)	37,070	51	9.22 (%)	0.32 (%)	9) 환경보존비
65		10) 건설기계대여비	7,539	20	3.68 (%)	0.11 (%)	14,828	21	3.69 (%)	0.13 (%)	10) 건설기계대여비
66		(4) Sub - Total (간접공사비)	204,767	536	100.0 (%)	3.0 (%)	402,155	558	100.0 (%)	3.51 (%)	(4) 소계(간접공사비)
67		(EPC + 간접비) 총 합계	6,815,522	17,851	0.0 (%)	100.0 (%)	11,447,908	15,877	0.0 (%)	100.0 (%)	총 합계 (EP+C)

1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET)

No	CODE	Description	Tank No. : [T201] CAP2 LP Ethylene Shell Material : A553-TYPE1 Net Weight : 381.799 (Ton) Gross Weight : 408.6 (Ton) Welding Rod : 1.474 (Ton)				원가내역	PLATE 재질별 구매단가 테이블
			Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)
1	FIXC	1. ENG'G and Design	300,000	786	3.1 (%)	1.64 (%)	1. 설계비	구분 번호 재질 구매단가 (천원/Ton) 1 PL A36 1,412 2 PL A283-C 1,336 3 PL A573-70 1,550 4 PL A516-60 1,200 5 PL A516-60N 1,600 6 PL A516-60N+S5 1,460 7 PL A516-70 1,511 8 PL A516-70N 1,599 9 PL A516-70N+S5 1,650 10 PL A537-CL1 1,600 11 PL A537-CL1+S5 1,512 12 PL A537-CL2 1,650 13 PL A537-CL2+S5 1,610 14 PL A553-Type1 5,554 15 PL A240-304 4,200 16 PL A240-304L 3,450 17 PL A240-316 4,200 18 PL A240-316L 4,200 19 DP AL 9,000 20 DP Corr-AL 11,000 21 SM A36 1,300
2		2. Material Cost					2. 재료비
3	MATC	2.1 Main Material	6,492,398	5,434	67.07 (%)	35.55 (%)	2.1 Main Steel 자재비
4		2.2 용접봉 구매비 + Accessory	328,000	46,400	3.39 (%)	1.8 (%)	2.2 액세서리
7		2.5 Surrounding Pipe	81,923	215	0.85 (%)	0.45 (%)	2.5 주변 파이프
8		2.6 Insulation Material	1,270,150	3,327	13.12 (%)	6.95 (%)	2.6 단열재
9		2.7 Platform, handrail and Stairway for FD	80,288	210	0.83 (%)	0.44 (%)	2.7 FD의 플랫폼, 난간 및 계단
12	FABC	3-1. Pre-fabrication (Bending, Cutting, Shop Weld)	771,983	2,022	7.98 (%)	4.23 (%)	3-1. 사전 제작(절곡, 절단, 공장 용접)
16		5. Shop Test and Inspection	83,224	218	0.86 (%)	0.46 (%)	5. 공장 테스트 및 검사
17		6. (공장제작분) 제품도장+표면처리+산세	141,729	371	1.46 (%)	0.78 (%)	6. 표면 준비 및 산성 세척을 포함한 공장 페인팅
18		7. Packing & Trans -portation	129,793	340	1.34 (%)	0.71 (%)	7. 포장 및 내륙운송
21		(1) Sub - Total (EP)	9,679,488	25,352	100.0 (%)	53.0 (%)	(1) 소계(EP)
22		10. Constrcution Cost					10. 설치 비용
23		10.1 Direct Labor Cost	3,016,557	7,901	38.16 (%)	16.52 (%)	10.1 직접인건비
24		10.2 Construction Equipment Cost	889,728	2,330	11.25 (%)	4.87 (%)	10.2 건설장비 비용
26		1) Tool & Consumables	693,210	1,816	8.77 (%)	3.8 (%)	-1) 도구 및 소모품
29		2) Temporary Material 　　　(For Erection Jig etc)	354,981	930	4.49 (%)	1.94 (%)	-2) 가설재(설치 지그 등용)
30		3) Management & Supervisory Staff	768,948	2,014	9.73 (%)	4.21 (%)	-3) 관리 및 감독 직원
31		4) Indirect Labor	174,081	456	2.2 (%)	0.95 (%)	-4) 간접노동
34		7) Temporary Facilities	155,487	407	1.97 (%)	0.85 (%)	-7) 임시시설
35		8) Catering and Housekeeping	216,440	567	2.74 (%)	1.19 (%)	-8) 케이터링 및 하우스키핑
36		9) General Field Expenses	45,607	119	0.58 (%)	0.25 (%)	-9) 일반현장경비
37		10) HSE	27,693	73	0.35 (%)	0.15 (%)	-10) HSE
38		10.4 외주비					10.4 외주비
39		1) NDE	195,725	513	2.48 (%)	1.07 (%)	-1) 임사체험
41		3) Painting Work	380,429	996	4.81 (%)	2.08 (%)	-3) 페인팅 작업
42		4) Acid Cleaning & PTFE Coating	146,699	384	1.86 (%)	0.8 (%)	-4) 산 세척 및 PTFE 코팅
43		5) Calibration	5,089	13	0.06 (%)	0.03 (%)	-5) 교정
44		6) Insulation Work	835,376	2,188	10.57 (%)	4.57 (%)	-6) 단열공사
48		(2) Sub - Total (Construction)	7,906,049	20,707	100.0 (%)	43.29 (%)	(2) 소계(건설)
50		11.1 Advance payment bond	21,579	57	30.41 (%)	0.12 (%)	11.1 선지급보증금
51		11.2 Performance bond	21,579	57	30.41 (%)	0.12 (%)	11.2 이행보증
52		11.3 Warranty bond	27,811	73	39.19 (%)	0.15 (%)	11.3 보증채권
53		(3) Sub - Total (Bond)	70,970	186	100.0 (%)	0.39 (%)	(3) 소계(채권)
54		(1)+(2)+(3) EPC Total	17,656,507	46,246	0.0 (%)	96.68 (%)	EPC 합계
55		◈ 간접비					◈ 따로비
56		1) 고용보험료	30,671	80	5.05 (%)	0.17 (%)	1) 고용보험
57		2) 건강보험료	106,937	280	17.62 (%)	0.59 (%)	2) 건강보험
58		3) 노인장기요양보험료	13,798	36	2.27 (%)	0.08 (%)	3) 떠들장기양보험료
59		4) 연금보험료	135,745	356	22.37 (%)	0.74 (%)	4) 연금보험
60		5) 퇴직공제부금비	69,381	182	11.43 (%)	0.38 (%)	5) 부분공제부금비
61		6) 안전관리비	164,186	430	27.05 (%)	0.9 (%)	6) 안전관리비
62		7) 근재보험료	7,919	21	1.3 (%)	0.04 (%)	7) 근재보험
64		9) 환경보존비	55,918	146	9.21 (%)	0.31 (%)	9) 환경보존비
65		10) 건설기계대여비	22,367	59	3.69 (%)	0.12 (%)	10) 건설기계대여비
66		(4) Sub - Total (간접공사비)	606,922	1,590	100.0 (%)	3.32 (%)	(4) 소계(간접공사비)
67		(EPC + 간접비) 총 합계	18,263,429	47,835	0.0 (%)	100.0 (%)	총 합계 (EP+C)

1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET) startTime = [2025-08-04 23:06:40.0822] at[26].CostStr[1] = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET)

No	CODE	Description	Tank No. : [301] CAP2 Propane(C3/C4) Shell Material : A537-CL2+S5 Net Weight : 1507.391 (Ton) Gross Weight : 1581.69 (Ton) Welding Rod : 6.132 (Ton)				Tank No. : [301] CAP2 Propane(C3/C4) Shell Material : A537-CL2+S5 Net Weight : 2502.552 (Ton) Gross Weight : 2674.635 (Ton) Welding Rod : 10.339 (Ton)				원가내역
			Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)	Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)
1	FIXC	1. ENG'G and Design	150,000	100	2.27 (%)	0.84 (%)	150,000	60	1.42 (%)	0.49 (%)	1. 설계비
2		2. Material Cost									2. 재료비
3	MATC	2.1 Main Material	3,092,423	2,052	46.74 (%)	17.37 (%)	4,612,621	1,843	43.53 (%)	15.1 (%)	2.1 Main Steel 자재비
4		2.2 용접봉 구매비 + Accessory	49,041	7,998	0.74 (%)	0.28 (%)	67,189	6,499	0.63 (%)	0.22 (%)	2.2 액세서리
7		2.5 Surrounding Pipe	110,468	73	1.67 (%)	0.62 (%)	187,226	75	1.77 (%)	0.61 (%)	2.5 주변 파이프
8		2.6 Insulation Material	1,646,734	1,092	24.89 (%)	9.25 (%)	2,960,777	1,183	27.94 (%)	9.69 (%)	2.6 단열재
9		2.7 Platform, handrail and Stairway for FD					278,662	111	2.63 (%)	0.91 (%)	2.7 FD의 플랫폼, 난간 및 계단
12	FABC	3-1. Pre-fabrication (Bending, Cutting, Shop Weld)	979,804	650	14.81 (%)	5.5 (%)	1,626,659	650	15.35 (%)	5.32 (%)	3-1. 사전 제작(절곡, 절단, 공장 용접)
16		5. Shop Test and Inspection	115,605	77	1.75 (%)	0.65 (%)	187,226	75	1.77 (%)	0.61 (%)	5. 공장 테스트 및 검사
17		6. (공장제작분) 제품도장+표면처리+산세	202,952	135	3.07 (%)	1.14 (%)	313,495	125	2.96 (%)	1.03 (%)	6. 표면 준비 및 산성 세척을 포함한 공장 페인팅
18		7. Packing & Trans -portation	269,746	179	4.08 (%)	1.51 (%)	213,350	85	2.01 (%)	0.7 (%)	7. 포장 및 내륙운송
21		(1) Sub - Total (EP)	6,616,774	4,390	100.0 (%)	37.16 (%)	10,597,204	4,235	100.0 (%)	34.69 (%)	(1) 소계(EP)
22		10. Constrcution Cost									10. 설치 비용
23		10.1 Direct Labor Cost	4,018,184	2,666	39.05 (%)	22.56 (%)	6,937,445	2,772	37.72 (%)	22.71 (%)	10.1 직접인건비
24		10.2 Construction Equipment Cost	1,269,091	842	12.33 (%)	7.13 (%)	1,972,399	788	10.72 (%)	6.46 (%)	10.2 건설장비 비용
26		1) Tool & Consumables	723,566	480	7.03 (%)	4.06 (%)	1,769,897	707	9.62 (%)	5.79 (%)	-1) 도구 및 소모품
29		2) Temporary Material 　　　(For Erection Jig etc)	480,225	319	4.67 (%)	2.7 (%)	809,898	324	4.4 (%)	2.65 (%)	-2) 가설재(설치 지그 등용)
30		3) Management & Supervisory Staff	986,884	655	9.59 (%)	5.54 (%)	1,801,284	720	9.79 (%)	5.9 (%)	-3) 관리 및 감독 직원
31		4) Indirect Labor	380,214	252	3.69 (%)	2.14 (%)	269,953	108	1.47 (%)	0.88 (%)	-4) 간접노동
34		7) Temporary Facilities	267,178	177	2.6 (%)	1.5 (%)	304,786	122	1.66 (%)	1.0 (%)	-7) 임시시설
35		8) Catering and Housekeeping	291,633	193	2.83 (%)	1.64 (%)	494,842	198	2.69 (%)	1.62 (%)	-8) 케이터링 및 하우스키핑
36		9) General Field Expenses	96,851	64	0.94 (%)	0.54 (%)	73,150	29	0.4 (%)	0.24 (%)	-9) 일반현장경비
37		10) HSE	58,470	39	0.57 (%)	0.33 (%)	44,716	18	0.24 (%)	0.15 (%)	-10) HSE
38		10.4 외주비									10.4 외주비
39		1) NDE	291,326	193	2.83 (%)	1.64 (%)	423,217	169	2.3 (%)	1.39 (%)	-1) 임사체험
41		3) Painting Work	561,175	372	5.45 (%)	3.15 (%)	827,058	330	4.5 (%)	2.71 (%)	-3) 페인팅 작업
42		4) Acid Cleaning & PTFE Coating	197,813	131	1.92 (%)	1.11 (%)	335,264	134	1.82 (%)	1.1 (%)	-4) 산 세척 및 PTFE 코팅
43		5) Calibration	7,707	5	0.07 (%)	0.04 (%)	10,886	4	0.06 (%)	0.04 (%)	-5) 교정
44		6) Insulation Work	660,236	438	6.42 (%)	3.71 (%)	2,318,997	927	12.61 (%)	7.59 (%)	-6) 단열공사
48		(2) Sub - Total (Construction)	10,290,553	6,827	100.0 (%)	57.79 (%)	18,393,792	7,350	100.0 (%)	60.21 (%)	(2) 소계(건설)
50		11.1 Advance payment bond	27,745	18	30.0 (%)	0.16 (%)	50,507	20	30.61 (%)	0.17 (%)	11.1 선지급보증금
51		11.2 Performance bond	27,745	18	30.0 (%)	0.16 (%)	50,507	20	30.61 (%)	0.17 (%)	11.2 이행보증
52		11.3 Warranty bond	36,994	25	40.0 (%)	0.21 (%)	64,005	26	38.79 (%)	0.21 (%)	11.3 보증채권
53		(3) Sub - Total (Bond)	92,484	61	100.0 (%)	0.52 (%)	165,018	66	100.0 (%)	0.54 (%)	(3) 소계(채권)
54		(1)+(2)+(3) EPC Total	16,999,811	11,278	0.0 (%)	95.46 (%)	29,156,014	11,651	0.0 (%)	95.43 (%)	EPC 합계
55		◈ 간접비									◈ 따로비
56		1) 고용보험료	41,387	27	5.12 (%)	0.23 (%)	70,069	28	5.02 (%)	0.23 (%)	1) 고용보험
57		2) 건강보험료	142,444	94	17.62 (%)	0.8 (%)	245,933	98	17.62 (%)	0.8 (%)	2) 건강보험
58		3) 노인장기요양보험료	18,247	12	2.26 (%)	0.1 (%)	31,847	13	2.28 (%)	0.1 (%)	3) 떠들장기양보험료
59		4) 연금보험료	180,818	120	22.37 (%)	1.02 (%)	312,186	125	22.37 (%)	1.02 (%)	4) 연금보험
60		5) 퇴직공제부금비	92,418	61	11.43 (%)	0.52 (%)	159,560	64	11.43 (%)	0.52 (%)	5) 부분공제부금비
61		6) 안전관리비	218,181	145	26.99 (%)	1.23 (%)	378,053	151	27.09 (%)	1.24 (%)	6) 안전관리비
62		7) 근재보험료	10,770	7	1.33 (%)	0.06 (%)	18,018	7	1.29 (%)	0.06 (%)	7) 근재보험
64		9) 환경보존비	74,415	49	9.2 (%)	0.42 (%)	128,661	51	9.22 (%)	0.42 (%)	9) 환경보존비
65		10) 건설기계대여비	29,766	20	3.68 (%)	0.17 (%)	51,465	21	3.69 (%)	0.17 (%)	10) 건설기계대여비
66		(4) Sub - Total (간접공사비)	808,447	536	100.0 (%)	4.54 (%)	1,395,793	558	100.0 (%)	4.57 (%)	(4) 소계(간접공사비)
67		(EPC + 간접비) 총 합계	17,808,258	11,814	0.0 (%)	100.0 (%)	30,551,808	12,208	0.0 (%)	100.0 (%)	총 합계 (EP+C)

1. 견적원가 내역서 (STORAGE TANK COST ESTIMATION SHEET)

No	CODE	Description	Tank No. : [301] CAP2 Propane(C3/C4) Shell Material : A537-CL2+S5 Net Weight : 1507.391 (Ton) Gross Weight : 1581.69 (Ton) Welding Rod : 6.132 (Ton)				원가내역	PLATE 재질별 구매단가 테이블
			Cost Estimation (천원)	Unit Price (천원/Ton)	EP BASE Sub Total Ratio (%)	EPC BASE Grand Total Ratio (%)
1	FIXC	1. ENG'G and Design	300,000	199	1.74 (%)	0.62 (%)	1. 설계비	구분 번호 재질 구매단가 (천원/Ton) 1 PL A36 1,412 2 PL A283-C 1,336 3 PL A573-70 1,550 4 PL A516-60 1,200 5 PL A516-60N 1,600 6 PL A516-60N+S5 1,460 7 PL A516-70 1,511 8 PL A516-70N 1,599 9 PL A516-70N+S5 1,650 10 PL A537-CL1 1,600 11 PL A537-CL1+S5 1,512 12 PL A537-CL2 1,650 13 PL A537-CL2+S5 1,610 14 PL A553-Type1 5,554 15 PL A240-304 4,200 16 PL A240-304L 3,450 17 PL A240-316 4,200 18 PL A240-316L 4,200 19 DP AL 9,000 20 DP Corr-AL 11,000 21 SM A36 1,300
2		2. Material Cost					2. 재료비
3	MATC	2.1 Main Material	7,705,044	1,810	44.76 (%)	15.93 (%)	2.1 Main Steel 자재비
4		2.2 용접봉 구매비 + Accessory	116,230	7,057	0.68 (%)	0.24 (%)	2.2 액세서리
7		2.5 Surrounding Pipe	297,694	197	1.73 (%)	0.62 (%)	2.5 주변 파이프
8		2.6 Insulation Material	4,607,511	3,057	26.77 (%)	9.53 (%)	2.6 단열재
9		2.7 Platform, handrail and Stairway for FD	278,662	185	1.62 (%)	0.58 (%)	2.7 FD의 플랫폼, 난간 및 계단
12	FABC	3-1. Pre-fabrication (Bending, Cutting, Shop Weld)	2,606,463	1,729	15.14 (%)	5.39 (%)	3-1. 사전 제작(절곡, 절단, 공장 용접)
16		5. Shop Test and Inspection	302,831	201	1.76 (%)	0.63 (%)	5. 공장 테스트 및 검사
17		6. (공장제작분) 제품도장+표면처리+산세	516,447	343	3.0 (%)	1.07 (%)	6. 표면 준비 및 산성 세척을 포함한 공장 페인팅
18		7. Packing & Trans -portation	483,096	320	2.81 (%)	1.0 (%)	7. 포장 및 내륙운송
21		(1) Sub - Total (EP)	17,213,977	11,420	100.0 (%)	35.6 (%)	(1) 소계(EP)
22		10. Constrcution Cost					10. 설치 비용
23		10.1 Direct Labor Cost	10,955,629	7,268	38.19 (%)	22.65 (%)	10.1 직접인건비
24		10.2 Construction Equipment Cost	3,241,489	2,150	11.3 (%)	6.7 (%)	10.2 건설장비 비용
26		1) Tool & Consumables	2,493,463	1,654	8.69 (%)	5.16 (%)	-1) 도구 및 소모품
29		2) Temporary Material 　　　(For Erection Jig etc)	1,290,123	856	4.5 (%)	2.67 (%)	-2) 가설재(설치 지그 등용)
30		3) Management & Supervisory Staff	2,788,169	1,850	9.72 (%)	5.77 (%)	-3) 관리 및 감독 직원
31		4) Indirect Labor	650,167	431	2.27 (%)	1.34 (%)	-4) 간접노동
34		7) Temporary Facilities	571,963	379	1.99 (%)	1.18 (%)	-7) 임시시설
35		8) Catering and Housekeeping	786,476	522	2.74 (%)	1.63 (%)	-8) 케이터링 및 하우스키핑
36		9) General Field Expenses	170,001	113	0.59 (%)	0.35 (%)	-9) 일반현장경비
37		10) HSE	103,186	68	0.36 (%)	0.21 (%)	-10) HSE
38		10.4 외주비					10.4 외주비
39		1) NDE	714,543	474	2.49 (%)	1.48 (%)	-1) 임사체험
41		3) Painting Work	1,388,233	921	4.84 (%)	2.87 (%)	-3) 페인팅 작업
42		4) Acid Cleaning & PTFE Coating	533,078	354	1.86 (%)	1.1 (%)	-4) 산 세척 및 PTFE 코팅
43		5) Calibration	18,593	12	0.06 (%)	0.04 (%)	-5) 교정
44		6) Insulation Work	2,979,233	1,976	10.39 (%)	6.16 (%)	-6) 단열공사
48		(2) Sub - Total (Construction)	28,684,345	19,029	100.0 (%)	59.31 (%)	(2) 소계(건설)
50		11.1 Advance payment bond	78,252	52	30.39 (%)	0.16 (%)	11.1 선지급보증금
51		11.2 Performance bond	78,252	52	30.39 (%)	0.16 (%)	11.2 이행보증
52		11.3 Warranty bond	101,000	67	39.22 (%)	0.21 (%)	11.3 보증채권
53		(3) Sub - Total (Bond)	257,503	171	100.0 (%)	0.53 (%)	(3) 소계(채권)
54		(1)+(2)+(3) EPC Total	46,155,825	30,620	0.0 (%)	95.44 (%)	EPC 합계
55		◈ 간접비					◈ 따로비
56		1) 고용보험료	111,456	74	5.06 (%)	0.23 (%)	1) 고용보험
57		2) 건강보험료	388,377	258	17.62 (%)	0.8 (%)	2) 건강보험
58		3) 노인장기요양보험료	50,094	33	2.27 (%)	0.1 (%)	3) 떠들장기양보험료
59		4) 연금보험료	493,003	327	22.37 (%)	1.02 (%)	4) 연금보험
60		5) 퇴직공제부금비	251,978	167	11.43 (%)	0.52 (%)	5) 부분공제부금비
61		6) 안전관리비	596,234	396	27.05 (%)	1.23 (%)	6) 안전관리비
62		7) 근재보험료	28,789	19	1.31 (%)	0.06 (%)	7) 근재보험
64		9) 환경보존비	203,077	135	9.21 (%)	0.42 (%)	9) 환경보존비
65		10) 건설기계대여비	81,231	54	3.69 (%)	0.17 (%)	10) 건설기계대여비
66		(4) Sub - Total (간접공사비)	2,204,240	1,462	100.0 (%)	4.56 (%)	(4) 소계(간접공사비)
67		(EPC + 간접비) 총 합계	48,360,066	32,082	0.0 (%)	100.0 (%)	총 합계 (EP+C)

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

2. TAMK DESIGN DATA AND WEIGHT SUMMARY at[28].CostStr[2] = at[28].CostStr[3] = [

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Project No = TK-001 (VPDM) Design Code = API 650 Roof Type = CRT Inner / Outer = OUTER TANK Content = WATER D = 60.000 m H = 23.000 m DLL = 21.440 m HTL = 23.000 m Vsto = 60,620 m3 Vnom = 65,031 m3 CA = 3.0 mm SG = 1.0 Pg = 2.45 kPa MDMT = 66 ℃ [API 650] Sd = 220 MPa Material [1 st] : Material [3 th] : A537-CL2 A516-70 . . Shell No. td (mm) tu (mm) W (mm) NWT (Ton) GWT (Ton) 10 12.232 13.5 2000 40.0 41.1 9 16.097 17.5 2000 51.8 53.3 8 19.985 21.5 2000 63.6 65.5 7 23.891 25.5 2000 75.5 77.7 6 27.778 29.5 2000 87.3 89.9 5 31.817 33.5 2000 99.2 102.0 4 35.095 37.5 2000 111.0 114.2 3 34.697 41.5 2000 140.7 144.8 2 34.697 36.5 2000 108.1 111.2 1 39.082 39.5 2000 117.0 127.8 Description Avg t (mm) THT (m) NWT (Ton) GWT (Ton) 평균두께 : 26.623 23 934.1 969.8 td : (계산두께) : Design Thickness (mm) tu : (발주두께) : Used Thickness (mm) Avg:(평균두께) : Average Thick. (mm) TK-001 (VPDM) No. PART NET WT (Ton) Gross WT (Ton) 가중치 (%) 1 Shell Plate 934.1 969.8 53.8 (%) 2 Btm Plate 194.5 206.1 11.4 (%) 3 Ann Plate 51.7 60.7 3.4 (%) 4 Roof Plate 124.9 134.2 7.4 (%) 5 Comp. Ring 209.6 255.8 14.2 (%) 6 Roof Stru. 177.2 197.1 10.9 (%) 7 Stiff. Ring 6.7 7.7 0.4 (%) 8 Anchorage 9 Susp. Deck Total Weight 1670.6 1802.3 Ton Material Cost(자재비)= 2,920,157 천원 Unit Matl Cost = 1719.1 천원/Ton (A537-CL2) 용접봉 구매중량 = 4.194 Ton Weld Matl Cost = 31,865 천원 Weld Matl Unit Cost= 7.598 천원/Ton Inner/Outer Tank 산출내역 보기

Project No = Turkey SECL (1 ONE-FOOT) Design Code = API 650 Roof Type = CRT Inner / Outer = OUTER TANK Content = WATER D = 31.600 m H = 15.200 m DLL = 15.200 m HTL = 15.200 m Vsto = 11,921 m3 Vnom = 11,921 m3 CA = 1.5 mm SG = 1.0 Pg = 2.45 kPa MDMT = 65 ℃ [API 650] Sd = 173 MPa Shell Material : . A516-70 . . . Shell No. td (mm) tu (mm) W (mm) NWT (Ton) GWT (Ton)             7 6.000 8.5 800 5.3 5.6 6 6.000 6.0 2400 11.2 13.4 5 6.467 7.0 2400 13.1 13.4 4 8.615 9.0 2400 16.8 17.2 3 10.764 11.5 2400 21.5 22.0 2 12.912 13.5 2400 25.3 25.9 1 15.060 15.5 2400 29.0 34.6 Description Avg t (mm) THT (m) NWT (Ton) GWT (Ton) 평균두께 : 10.316 15.2 122.2 132.2 td : (계산두께) : Design Thickness (mm) tu : (발주두께) : Used Thickness (mm) Avg:(평균두께) : Average Thick. (mm) Turkey SECL (1 ONE-FOOT) No. PART NET WT (Ton) Gross WT (Ton) 가중치 (%) 1 Shell Plate 122.2 132.2 50.6 (%) 2 Btm Plate 45.5 48.5 18.6 (%) 3 Ann Plate 6.0 7.4 2.8 (%) 4 Roof Plate 38.1 41.0 15.7 (%) 5 Comp. Ring 1.5 2.8 1.1 (%) 6 Roof Stru. 22.6 25.4 9.7 (%) 7 Stiff. Ring 3.5 4.1 1.6 (%) 8 Anchorage 9 Susp. Deck Total Weight 235.9 261.4 Ton Material Cost(자재비)= 408,043 천원 Unit Matl Cost = 1703.8 천원/Ton (A516-70) 용접봉 구매중량 = 0.755 Ton Weld Matl Cost = 2,831 천원 Weld Matl Unit Cost= 3.748 천원/Ton Inner/Outer Tank 산출내역 보기

Project No = Turkey SECL (2 ONE-FOOT) Design Code = API 650 Roof Type = CRT Inner / Outer = OUTER TANK Content = WATER D = 41.600 m H = 15.200 m DLL = 15.200 m HTL = 15.200 m Vsto = 20,660 m3 Vnom = 20,660 m3 CA = 1.5 mm SG = 1.0 Pg = 2.45 kPa MDMT = 65 ℃ [API 650] Sd = 173 MPa Shell Material : . A516-70 . . . Shell No. td (mm) tu (mm) W (mm) NWT (Ton) GWT (Ton)             7 8.000 11.5 800 9.4 10.1 6 8.000 8.0 2400 19.7 22.2 5 8.039 8.5 2400 20.9 21.4 4 10.867 11.5 2400 28.3 29.0 3 13.695 14.0 2400 34.5 35.3 2 16.523 17.0 2400 41.9 42.9 1 19.351 20.0 2400 49.3 55.5 Description Avg t (mm) THT (m) NWT (Ton) GWT (Ton) 평균두께 : 13.082 15.2 204.0 216.5 td : (계산두께) : Design Thickness (mm) tu : (발주두께) : Used Thickness (mm) Avg:(평균두께) : Average Thick. (mm) Turkey SECL (2 ONE-FOOT) No. PART NET WT (Ton) Gross WT (Ton) 가중치 (%) 1 Shell Plate 204.0 216.5 47.3 (%) 2 Btm Plate 79.7 84.9 18.6 (%) 3 Ann Plate 11.1 13.7 3.0 (%) 4 Roof Plate 66.0 71.2 15.6 (%) 5 Comp. Ring 7.0 9.8 2.1 (%) 6 Roof Stru. 55.1 61.5 13.4 (%) 7 Stiff. Ring 8 Anchorage 9 Susp. Deck Total Weight 423.0 457.5 Ton Material Cost(자재비)= 723,147 천원 Unit Matl Cost = 1709.7 천원/Ton (A516-70) 용접봉 구매중량 = 1.495 Ton Weld Matl Cost = 6,234 천원 Weld Matl Unit Cost= 4.170 천원/Ton Inner/Outer Tank 산출내역 보기

Project No = TK-002 (ONE-FOOT) Design Code = API 650 Roof Type = CRT Inner / Outer = OUTER TANK Content = WATER D = 40.000 m H = 23.000 m DLL = 21.440 m HTL = 23.000 m Vsto = 26,942 m3 Vnom = 28,903 m3 CA = 3.0 mm SG = 1.0 Pg = 2.45 kPa MDMT = 66 ℃ [API 650] Sd = 220 MPa Material [1 st] : Material [3 th] : A537-CL2 A516-70 . . Shell No. td (mm) tu (mm) W (mm) NWT (Ton) GWT (Ton) 10 9.598 10.0 2000 19.7 20.3 9 12.264 13.0 2000 25.7 26.4 8 14.929 15.5 2000 30.6 31.5 7 17.595 18.0 2000 35.5 36.6 6 20.261 21.0 2000 41.4 42.6 5 22.927 23.5 2000 46.4 47.7 4 25.592 26.0 2000 51.3 52.8 3 28.258 29.0 2000 57.2 58.9 2 24.958 25.5 2000 50.3 51.8 1 27.055 27.5 2000 54.3 61.4 Description Avg t (mm) THT (m) NWT (Ton) GWT (Ton) 평균두께 : 19.446 23 441.2 461.4 td : (계산두께) : Design Thickness (mm) tu : (발주두께) : Used Thickness (mm) Avg:(평균두께) : Average Thick. (mm) TK-002 (ONE-FOOT) No. PART NET WT (Ton) Gross WT (Ton) 가중치 (%) 1 Shell Plate 441.2 461.4 65.9 (%) 2 Btm Plate 86.2 92.0 13.1 (%) 3 Ann Plate 17.1 21.0 3.0 (%) 4 Roof Plate 59.3 63.6 9.1 (%) 5 Comp. Ring 7.6 10.6 1.5 (%) 6 Roof Stru. 45.9 52.0 7.4 (%) 7 Stiff. Ring 8 Anchorage 9 Susp. Deck Total Weight 657.3 700.7 Ton Material Cost(자재비)= 1,140,441 천원 Unit Matl Cost = 1735.2 천원/Ton (A537-CL2) 용접봉 구매중량 = 1.753 Ton Weld Matl Cost = 10,349 천원 Weld Matl Unit Cost= 5.904 천원/Ton Inner/Outer Tank 산출내역 보기

Project No = [SECL] LP Ethylene Design Code = API 620 Annex Q Roof Type = CRT Inner / Outer = INNER TANK Content = LNG D = 42.000 m H = 35.800 m DLL = 35.500 m HTL = 20.160 m Vsto = 49,183 m3 Vnom = 49,599 m3 CA = 2.0 mm SG = 0.5677 Pg = 0.0 kPa MDMT = -104 ℃ [API 620] Sts = 229.825 MPa Shell Material : . A553-TYPE1 . . . Shell No. td (mm) tu (mm) W (mm) NWT (Ton) GWT (Ton) 10 6.350 6.35 3260 21.4 21.8 9 6.792 7.5 3260 25.3 25.8 8 8.450 9.0 3260 30.4 31.0 7 10.109 10.5 3260 35.5 36.1 6 11.767 12.5 3260 42.2 43.0 5 13.425 14.0 3260 47.3 48.2 4 15.084 15.5 3260 52.4 53.3 3 16.742 17.5 3260 59.1 60.2 2 18.400 19.0 3260 64.2 65.4 1 20.059 20.5 3260 69.2 77.6 Description Avg t (mm) THT (m) NWT (Ton) GWT (Ton) 평균두께 : 12.626 35.8 468.1 486.1 td : (계산두께) : Design Thickness (mm) tu : (발주두께) : Used Thickness (mm) Avg:(평균두께) : Average Thick. (mm) [SECL] LP Ethylene No. PART NET WT (Ton) Gross WT (Ton) 가중치 (%) 1 Shell Plate 468.1 486.1 79.7 (%) 2 Btm Plate 70.0 75.6 12.4 (%) 3 Ann Plate 13.7 17.3 2.8 (%) 4 Roof Plate 5 Comp. Ring 6 Roof Stru. 7 Stiff. Ring 26.9 30.9 5.1 (%) 8 Anchorage 9 Susp. Deck Total Weight 578.8 609.9 Ton Material Cost(자재비)= 4,528,861 천원 Unit Matl Cost = 7825.6 천원/Ton 9%Ni 용접봉 구매중량 = 3.009 Ton Weld Matl Cost = 286,051 천원 Weld Matl Unit Cost= 95.075 천원/Ton

Project No = [SECL] LP Ethylene Design Code = API 620 Annex Q Roof Type = CRT Inner / Outer = OUTER TANK Content = LNG D = 44.000 m H = 37.800 m DLL = 35.500 m HTL = 20.160 m Vsto = 53,979 m3 Vnom = 57,476 m3 CA = 2.0 mm SG = 0.5677 Pg = 18.0 kPa MDMT = -104 ℃ [API 620] Sts = 229.825 MPa Shell Material : . A553-TYPE1 . . . Shell No. td (mm) tu (mm) W (mm) NWT (Ton) GWT (Ton) 10 7.938 7.938 3600 31.0 34.7 9 7.938 8.0 3600 31.3 31.8 8 9.212 10.0 3600 39.1 39.7 7 11.131 11.5 3600 44.9 45.7 6 13.049 13.5 3600 52.8 53.7 5 14.968 15.5 3600 60.6 61.6 4 16.886 17.5 3600 68.4 69.6 3 18.805 19.5 3600 76.2 77.5 2 20.723 21.5 3600 84.0 85.4 1 22.642 23.0 3600 89.9 100.6 Description Avg t (mm) THT (m) NWT (Ton) GWT (Ton) 평균두께 : 15.764 37.8 646.5 670.8 td : (계산두께) : Design Thickness (mm) tu : (발주두께) : Used Thickness (mm) Avg:(평균두께) : Average Thick. (mm) [SECL] LP Ethylene No. PART NET WT (Ton) Gross WT (Ton) 가중치 (%) 1 Shell Plate 646.5 670.8 63.3 (%) 2 Btm Plate 69.0 73.5 6.9 (%) 3 Ann Plate 33.5 40.2 3.8 (%) 4 Roof Plate 88.9 95.5 9.0 (%) 5 Comp. Ring 24.8 33.8 3.2 (%) 6 Roof Stru. 65.9 73.4 6.9 (%) 7 Stiff. Ring 4.9 5.6 0.5 (%) 8 Anchorage 9 Susp. Deck 60.8 66.9 6.3 (%) Total Weight 994.4 1059.9 Ton Material Cost(자재비)= 6,128,196 천원 Unit Matl Cost = 6163.1 천원/Ton 9%Ni 용접봉 구매중량 = 4.635 Ton Weld Matl Cost = 203,261 천원 Weld Matl Unit Cost= 43.853 천원/Ton Inner/Outer Tank 산출내역 보기

Project No = 한화-대산 LPG Design Code = API 620 Annex R Roof Type = CRT Inner / Outer = INNER TANK Content = LPG D = 62.200 m H = 40.230 m DLL = 36.200 m HTL = 21.033 m Vsto = 109,997 m3 Vnom = 122,242 m3 CA = 1.5 mm SG = 0.5814 Pg = 0.0 kPa MDMT = -45 ℃ [API 620] Sts = 165.474 MPa Shell Material : . A537-CL2+S5 . . . Shell No. td (mm) tu (mm) W (mm) NWT (Ton) GWT (Ton) 10 9.525 12.0 3353 61.7 62.9 9 11.547 14.0 3353 72.0 73.4 8 15.140 18.0 3353 92.6 94.3 7 18.733 22.0 3353 113.2 115.3 6 22.326 26.0 3353 133.8 136.2 5 25.919 29.0 3353 149.2 152.0 4 29.512 33.0 3353 169.8 172.9 3 33.105 36.0 3353 185.3 188.8 2 36.698 39.0 3353 200.7 204.5 1 40.291 42.0 3353 216.2 234.0 Description Avg t (mm) THT (m) NWT (Ton) GWT (Ton) 평균두께 : 24.513 40.23 1512.7 1558.4 td : (계산두께) : Design Thickness (mm) tu : (발주두께) : Used Thickness (mm) Avg:(평균두께) : Average Thick. (mm) 한화-대산 LPG No. PART NET WT (Ton) Gross WT (Ton) 가중치 (%) 1 Shell Plate 1512.7 1558.4 83.1 (%) 2 Btm Plate 170.1 181.0 9.6 (%) 3 Ann Plate 79.1 93.0 5.0 (%) 4 Roof Plate 5 Comp. Ring 6 Roof Stru. 7 Stiff. Ring 37.8 43.5 2.3 (%) 8 Anchorage 9 Susp. Deck Total Weight 1799.7 1875.9 Ton Material Cost(자재비)= 3,672,412 천원 Unit Matl Cost = 2040.6 천원/Ton (A537-CL2+S5) 용접봉 구매중량 = 5.983 Ton Weld Matl Cost = 45,700 천원 Weld Matl Unit Cost= 7.638 천원/Ton

Project No = 한화-대산 LPG Design Code = API 620 Annex R Roof Type = CRT Inner / Outer = OUTER TANK Content = LPG D = 64.200 m H = 42.200 m DLL = 33.980 m HTL = 19.743 m Vsto = 109,998 m3 Vnom = 136,607 m3 CA = 1.5 mm SG = 0.5814 Pg = 14.71 kPa MDMT = -45 ℃ [API 620] Sts = 165.474 MPa Shell Material : . A537-CL2+S5 . . . Shell No. td (mm) tu (mm) W (mm) NWT (Ton) GWT (Ton) 10 9.525 16.0 3760 95.3 96.8 9 9.525 17.0 3760 101.2 102.9 8 12.826 17.0 3760 101.2 102.9 7 16.985 19.0 3760 113.1 115.0 6 21.143 23.0 3760 137.0 139.3 5 25.302 27.0 3760 160.8 163.6 4 29.461 31.0 3760 184.6 187.8 3 33.619 35.0 3760 208.5 212.0 2 37.778 39.0 3760 232.3 236.3 1 41.937 43.0 3760 256.2 276.8 Description Avg t (mm) THT (m) NWT (Ton) GWT (Ton) 평균두께 : 25.546 42.2 1706.7 1754.4 td : (계산두께) : Design Thickness (mm) tu : (발주두께) : Used Thickness (mm) Avg:(평균두께) : Average Thick. (mm) 한화-대산 LPG No. PART NET WT (Ton) Gross WT (Ton) 가중치 (%) 1 Shell Plate 1706.7 1754.4 59.7 (%) 2 Btm Plate 167.9 178.2 6.1 (%) 3 Ann Plate 132.1 153.5 5.2 (%) 4 Roof Plate 169.8 182.0 6.2 (%) 5 Comp. Ring 127.8 148.4 5.0 (%) 6 Roof Stru. 197.1 217.3 7.4 (%) 7 Stiff. Ring 8 Anchorage 9 Susp. Deck 279.1 307.1 10.4 (%) Total Weight 2780.6 2940.9 Ton Material Cost(자재비)= 5,228,986 천원 Unit Matl Cost = 1880.6 천원/Ton (A537-CL2+S5) 용접봉 구매중량 = 6.317 Ton Weld Matl Cost = 62,952 천원 Weld Matl Unit Cost= 9.966 천원/Ton Inner/Outer Tank 산출내역 보기

Project No = T-201 SUMBAWA 50000 KL LNG Design Code = API 620 Annex Q Roof Type = CRT Inner / Outer = INNER TANK Content = LNG D = 60.000 m H = 23.370 m DLL = 20.240 m HTL = 9.690 m Vsto = 57,227 m3 Vnom = 66,077 m3 CA = 0.0 mm SG = 0.4797 Pg = 0.0 kPa MDMT = -170 ℃ [API 620] Sts = 229.825 MPa Shell Material : . A553-TYPE1 . . . Shell No. td (mm) tu (mm) W (mm) NWT (Ton) GWT (Ton)                 6 7.938 11.0 3880 63.2 68.3 5 7.938 11.0 3880 63.2 64.2 4 7.938 11.0 3880 63.2 64.2 3 7.938 12.0 3910 69.4 70.6 2 10.028 14.0 3910 81.0 82.4 1 12.429 16.5 3910 95.5 103.2 Description Avg t (mm) THT (m) NWT (Ton) GWT (Ton) 평균두께 : 12.594 23.37 435.4 452.9 td : (계산두께) : Design Thickness (mm) tu : (발주두께) : Used Thickness (mm) Avg:(평균두께) : Average Thick. (mm) T-201 SUMBAWA 50000 KL LNG No. PART NET WT (Ton) Gross WT (Ton) 가중치 (%) 1 Shell Plate 435.4 452.9 73.8 (%) 2 Btm Plate 103.6 110.2 18.0 (%) 3 Ann Plate 18.3 21.8 3.6 (%) 4 Roof Plate 5 Comp. Ring 6 Roof Stru. 7 Stiff. Ring 25.1 28.9 4.7 (%) 8 Anchorage 9 Susp. Deck Total Weight 582.5 613.7 Ton Material Cost(자재비)= 4,044,461 천원 Unit Matl Cost = 6943.6 천원/Ton 9%Ni 용접봉 구매중량 = 2.192 Ton Weld Matl Cost = 203,567 천원 Weld Matl Unit Cost= 92.886 천원/Ton

Project No = T-201 SUMBAWA 50000 KL LNG Design Code = API 620 Annex Q Roof Type = CRT Inner / Outer = OUTER TANK Content = LNG D = 62.000 m H = 24.140 m DLL = 20.240 m HTL = 9.690 m Vsto = 61,106 m3 Vnom = 72,880 m3 CA = 0.0 mm SG = 0.4797 Pg = 22.0 kPa MDMT = -170 ℃ [API 620] Sts = 229.825 MPa Shell Material : . A553-TYPE1 . . . Shell No. td (mm) tu (mm) W (mm) NWT (Ton) GWT (Ton)             7 7.938 13.0 3440 68.4 74.0 6 7.938 13.0 3450 68.6 69.8 5 7.938 13.5 3450 71.2 72.5 4 9.243 14.5 3450 76.5 77.9 3 11.432 16.0 3450 84.4 86.0 2 13.621 18.0 3450 95.0 96.7 1 15.810 20.0 3450 105.5 114.2 Description Avg t (mm) THT (m) NWT (Ton) GWT (Ton) 평균두께 : 15.432 24.14 569.6 591.0 td : (계산두께) : Design Thickness (mm) tu : (발주두께) : Used Thickness (mm) Avg:(평균두께) : Average Thick. (mm) T-201 SUMBAWA 50000 KL LNG No. PART NET WT (Ton) Gross WT (Ton) 가중치 (%) 1 Shell Plate 569.6 591.0 40.0 (%) 2 Btm Plate 102.6 109.0 7.4 (%) 3 Ann Plate 44.0 51.6 3.5 (%) 4 Roof Plate 190.1 204.2 13.8 (%) 5 Comp. Ring 155.8 180.0 12.2 (%) 6 Roof Stru. 186.2 207.1 14.0 (%) 7 Stiff. Ring 8 Anchorage 9 Susp. Deck 120.8 132.8 9.0 (%) Total Weight 1369.1 1475.8 Ton Material Cost(자재비)= 5,926,104 천원 Unit Matl Cost = 4328.5 천원/Ton 9%Ni 용접봉 구매중량 = 4.672 Ton Weld Matl Cost = 73,490 천원 Weld Matl Unit Cost= 15.728 천원/Ton Inner/Outer Tank 산출내역 보기

Project No = [T201] CAP2 LP Ethylene Design Code = API 620 Annex Q Roof Type = CRT Inner / Outer = INNER TANK Content = LNG D = 46.300 m H = 16.300 m DLL = 14.500 m HTL = 7.782 m Vsto = 24,413 m3 Vnom = 27,443 m3 CA = 1.5 mm SG = 0.568 Pg = 0.0 kPa MDMT = -104 ℃ [API 620] Sts = 229.825 MPa Shell Material : . A553-TYPE1 . . . Shell No. td (mm) tu (mm) W (mm) NWT (Ton) GWT (Ton)                     5 7.938 10.0 3260 37.2 41.7 4 7.938 11.0 3260 41.0 41.7 3 7.938 14.0 3260 52.1 53.1 2 7.938 18.0 3260 67.0 68.3 1 9.636 20.0 3260 74.5 83.5 Description Avg t (mm) THT (m) NWT (Ton) GWT (Ton) 평균두께 : 14.604 16.3 271.8 288.2 td : (계산두께) : Design Thickness (mm) tu : (발주두께) : Used Thickness (mm) Avg:(평균두께) : Average Thick. (mm) [T201] CAP2 LP Ethylene No. PART NET WT (Ton) Gross WT (Ton) 가중치 (%) 1 Shell Plate 271.8 288.2 70.5 (%) 2 Btm Plate 76.6 81.5 20.0 (%) 3 Ann Plate 20.7 24.3 5.9 (%) 4 Roof Plate 5 Comp. Ring 6 Roof Stru. 7 Stiff. Ring 12.7 14.6 3.6 (%) 8 Anchorage 9 Susp. Deck Total Weight 381.8 408.6 Ton Material Cost(자재비)= 2,969,551 천원 Unit Matl Cost = 7777.4 천원/Ton 9%Ni 용접봉 구매중량 = 1.474 Ton Weld Matl Cost = 126,921 천원 Weld Matl Unit Cost= 86.101 천원/Ton

Project No = [T201] CAP2 LP Ethylene Design Code = API 620 Annex Q Roof Type = CRT Inner / Outer = OUTER TANK Content = LNG D = 48.300 m H = 18.400 m DLL = 14.500 m HTL = 12.718 m Vsto = 26,568 m3 Vnom = 33,713 m3 CA = 1.5 mm SG = 0.568 Pg = 19.61 kPa MDMT = -104 ℃ [API 620] Sts = 229.825 MPa Shell Material : . A553-TYPE1 . . . Shell No. td (mm) tu (mm) W (mm) NWT (Ton) GWT (Ton)                 6 7.938 CHK! 45.5 400 21.7 24.5 5 7.938 12.0 3600 51.5 56.7 4 7.938 12.0 3600 51.5 52.4 3 7.938 13.0 3600 55.8 56.7 2 9.941 15.0 3600 64.3 65.4 1 12.048 16.0 3600 68.6 75.6 Description Avg t (mm) THT (m) NWT (Ton) GWT (Ton) 평균두께 : 14.299 18.4 313.4 331.4 td : (계산두께) : Design Thickness (mm) tu : (발주두께) : Used Thickness (mm) Avg:(평균두께) : Average Thick. (mm) [T201] CAP2 LP Ethylene No. PART NET WT (Ton) Gross WT (Ton) 가중치 (%) 1 Shell Plate 313.4 331.4 42.2 (%) 2 Btm Plate 75.6 80.3 10.2 (%) 3 Ann Plate 30.4 35.5 4.5 (%) 4 Roof Plate 104.1 111.4 14.2 (%) 5 Comp. Ring 45.0 58.7 7.5 (%) 6 Roof Stru. 79.2 88.1 11.2 (%) 7 Stiff. Ring 8 Anchorage 9 Susp. Deck 73.3 80.6 10.3 (%) Total Weight 721.0 786.1 Ton Material Cost(자재비)= 3,850,847 천원 Unit Matl Cost = 5341.1 천원/Ton 9%Ni 용접봉 구매중량 = 5.595 Ton Weld Matl Cost = 201,079 천원 Weld Matl Unit Cost= 35.937 천원/Ton Inner/Outer Tank 산출내역 보기

Project No = [301] CAP2 Propane(C3/C4) Design Code = API 620 Annex R Roof Type = CRT Inner / Outer = INNER TANK Content = LNG D = 70.000 m H = 27.500 m DLL = 24.750 m HTL = 21.300 m Vsto = 95,249 m3 Vnom = 105,832 m3 CA = 1.5 mm SG = 0.604 Pg = 0.0 kPa MDMT = -44 ℃ [API 620] Sts = 165.474 MPa Shell Material : . A537-CL2+S5 . . . Shell No. td (mm) tu (mm) W (mm) NWT (Ton) GWT (Ton)     9 9.525 9.525 3052 50.2 54.4 8 9.525 12.0 3056 63.3 64.6 7 9.536 14.0 3056 73.9 75.3 6 13.364 18.0 3056 95.0 96.8 5 17.193 24.0 3056 126.7 129.1 4 21.022 29.0 3056 153.1 156.1 3 24.850 34.0 3056 179.5 183.0 2 28.679 38.0 3056 200.6 204.6 1 32.508 41.0 3056 216.4 234.5 Description Avg t (mm) THT (m) NWT (Ton) GWT (Ton) 평균두께 : 24.407 27.5 1158.5 1198.4 td : (계산두께) : Design Thickness (mm) tu : (발주두께) : Used Thickness (mm) Avg:(평균두께) : Average Thick. (mm) [301] CAP2 Propane(C3/C4) No. PART NET WT (Ton) Gross WT (Ton) 가중치 (%) 1 Shell Plate 1158.5 1198.4 75.8 (%) 2 Btm Plate 214.5 227.7 14.4 (%) 3 Ann Plate 100.2 116.6 7.4 (%) 4 Roof Plate 5 Comp. Ring 6 Roof Stru. 7 Stiff. Ring 34.0 39.1 2.5 (%) 8 Anchorage 9 Susp. Deck Total Weight 1507.4 1581.7 Ton Material Cost(자재비)= 3,141,464 천원 Unit Matl Cost = 2084.3 천원/Ton (A537-CL2+S5) 용접봉 구매중량 = 6.132 Ton Weld Matl Cost = 49,041 천원 Weld Matl Unit Cost= 7.998 천원/Ton

Project No = [301] CAP2 Propane(C3/C4) Design Code = API 620 Annex R Roof Type = CRT Inner / Outer = OUTER TANK Content = LNG D = 72.000 m H = 30.000 m DLL = 20.189 m HTL = 20.189 m Vsto = 82,200 m3 Vnom = 122,145 m3 CA = 1.5 mm SG = 0.604 Pg = 19.62 kPa MDMT = -44 ℃ [API 620] Sts = 165.474 MPa Shell Material : . A537-CL2+S5 . . . Shell No. td (mm) tu (mm) W (mm) NWT (Ton) GWT (Ton) 10 9.525 18.0 3000 95.9 103.2 9 9.525 18.0 3000 95.9 97.8 8 9.525 18.0 3000 95.9 97.8 7 9.525 18.0 3000 95.9 97.8 6 12.455 18.0 3000 95.9 97.8 5 16.321 19.0 3000 101.2 103.2 4 20.187 23.0 3000 122.6 125.1 3 24.053 26.0 3000 138.5 141.4 2 27.919 30.0 3000 159.9 163.2 1 31.785 34.0 3000 181.2 195.2 Description Avg t (mm) THT (m) NWT (Ton) GWT (Ton) 평균두께 : 22.206 30 1182.9 1222.6 td : (계산두께) : Design Thickness (mm) tu : (발주두께) : Used Thickness (mm) Avg:(평균두께) : Average Thick. (mm) [301] CAP2 Propane(C3/C4) No. PART NET WT (Ton) Gross WT (Ton) 가중치 (%) 1 Shell Plate 1182.9 1222.6 45.7 (%) 2 Btm Plate 212.3 225.8 8.4 (%) 3 Ann Plate 128.7 149.6 5.6 (%) 4 Roof Plate 302.6 324.4 12.1 (%) 5 Comp. Ring 215.7 247.3 9.2 (%) 6 Roof Stru. 297.5 325.8 12.2 (%) 7 Stiff. Ring 8 Anchorage 9 Susp. Deck 162.9 179.1 6.7 (%) Total Weight 2502.6 2674.6 Ton Material Cost(자재비)= 4,679,811 천원 Unit Matl Cost = 1870.0 천원/Ton (A537-CL2+S5) 용접봉 구매중량 = 10.339 Ton Weld Matl Cost = 67,189 천원 Weld Matl Unit Cost= 6.499 천원/Ton Inner/Outer Tank 산출내역 보기

2. API 620/625 TANK DESIGN SUMMARY at[0].CostStr[4] = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

--- COST FORM DATA 시작 ---
myCost[0] = 12138504, 90000, 2967110, 2935245, 31865, 6794752, 1439349, 959566, 479783, 1103500,
myNWT[0] = 1670.6, 934.1, 194.5, 51.7, 124.9, 209.6, 177.2, 6.7, 0.0, 0.0,
myGWT[0] = 1802.3, 940.8, 206.1, 60.7, 134.2, 255.8, 197.1, 7.7, 0.0, 0.0,
myCost[1] = 1831416, 90000, 432853, 430022, 2831, 957976, 217164, 144776, 72388, 166492,
myNWT[1] = 235.9, 122.2, 45.5, 6.0, 38.1, 1.5, 22.6, 3.5, 0.0, 0.0,
myGWT[1] = 261.4, 132.2, 48.5, 7.4, 41.0, 2.8, 25.4, 4.1, 0.0, 0.0,
myCost[2] = 3067725, 90000, 723147, 716913, 6234, 1691860, 363762, 242508, 121254, 278884,
myNWT[2] = 423.0, 204.0, 79.7, 11.1, 66.0, 7.0, 55.1, 0.0, 0.0, 0.0,
myGWT[2] = 457.5, 216.5, 84.9, 13.7, 71.2, 9.8, 61.5, 0.0, 0.0, 0.0,
myCost[3] = 4796622, 90000, 1140441, 1130092, 10349, 2629016, 568770, 379180, 189590, 436057,
myNWT[3] = 657.3, 441.2, 86.2, 17.1, 59.3, 7.6, 45.9, 0.0, 0.0, 0.0,
myGWT[3] = 700.7, 461.4, 92.0, 21.0, 63.6, 10.6, 52.0, 0.0, 0.0, 0.0,
myCost[4] = 8771192, 90000, 4528861, 4242810, 286051, 2314888, 1040062, 693375, 346687, 797381,
myNWT[4] = 578.8, 468.1, 70.0, 13.7, 0.0, 0.0, 0.0, 26.9, 0.0, 0.0,
myGWT[4] = 609.9, 486.1, 75.6, 17.3, 0.0, 0.0, 0.0, 30.9, 0.0, 0.0,
myCost[5] = 12776600, 90000, 6128196, 5924935, 203261, 3977360, 1515012, 1010008, 505004, 1161509,
myNWT[5] = 994.4, 646.5, 69.0, 33.5, 88.9, 24.8, 65.9, 4.9, 0.0, 60.8,
myGWT[5] = 1059.9, 670.8, 73.5, 40.3, 95.5, 33.8, 73.4, 5.6, 0.0, 66.9,
myCost[6] = 13865863, 90000, 3672412, 3626712, 45700, 7198744, 1644174, 1096116, 548058, 1260533,
myNWT[6] = 1799.7, 1512.7, 170.1, 79.1, 0.0, 0.0, 0.0, 37.8, 0.0, 0.0,
myGWT[6] = 1875.9, 1558.4, 181.0, 93.0, 0.0, 0.0, 0.0, 43.5, 0.0, 0.0,
myCost[7] = 20440605, 90000, 5228986, 5166034, 62952, 11122024, 2423787, 1615858, 807929, 1858237,
myNWT[7] = 2780.6, 1706.7, 167.9, 132.1, 169.8, 127.8, 197.1, 0.0, 0.0, 279.1,
myGWT[7] = 2940.9, 1754.4, 178.2, 153.5, 182.0, 148.4, 217.3, 0.0, 0.0, 307.1,
myCost[8] = 8177401, 90000, 4044461, 3840894, 203567, 2329888, 969652, 646435, 323217, 743400,
myNWT[8] = 582.5, 435.4, 103.6, 18.3, 0.0, 0.0, 0.0, 25.1, 0.0, 0.0,
myGWT[8] = 613.7, 452.9, 110.2, 21.8, 0.0, 0.0, 0.0, 28.9, 0.0, 0.0,
myCost[9] = 14197457, 90000, 5926104, 5852614, 73490, 5476396, 1683493, 1122329, 561164, 1290678,
myNWT[9] = 1369.1, 569.6, 102.6, 44.0, 190.1, 155.8, 186.2, 0.0, 0.0, 120.8,
myGWT[9] = 1475.8, 591.0, 109.0, 51.6, 204.3, 180.0, 207.1, 0.0, 0.0, 132.8,
myCost[10] = 5802336, 90000, 2969551, 2842630, 126921, 1527276, 688024, 458683, 229341, 527485,
myNWT[10] = 381.8, 271.8, 76.6, 20.7, 0.0, 0.0, 0.0, 12.7, 0.0, 0.0,
myGWT[10] = 408.6, 288.2, 81.5, 24.3, 0.0, 0.0, 0.0, 14.6, 0.0, 0.0,
myCost[11] = 8488550, 90000, 3850847, 3649768, 201079, 2883960, 1006548, 671032, 335516, 771686,
myNWT[11] = 721.0, 313.4, 75.6, 30.4, 104.1, 45.0, 79.2, 0.0, 0.0, 73.3,
myGWT[11] = 786.1, 331.4, 80.3, 35.5, 111.4, 58.7, 88.1, 0.0, 0.0, 80.6,
myCost[12] = 11714250, 90000, 3141464, 3092423, 49041, 6028812, 1389042, 926028, 463014, 1064932,
myNWT[12] = 1507.4, 1158.5, 214.5, 100.2, 0.0, 0.0, 0.0, 34.0, 0.0, 0.0,
myGWT[12] = 1581.7, 1198.4, 227.7, 116.6, 0.0, 0.0, 0.0, 39.1, 0.0, 0.0,
myCost[13] = 18160949, 90000, 4679811, 4612622, 67189, 10010232, 2153472, 1435648, 717824, 1650995,
myNWT[13] = 2502.6, 1182.9, 212.3, 128.7, 302.6, 215.7, 297.5, 0.0, 0.0, 162.9,
myGWT[13] = 2674.6, 1222.6, 225.8, 149.6, 324.4, 247.3, 325.8, 0.0, 0.0, 179.1,
--- FORM DATA 끝 !!! ---



3. PLATE MATERIAL ( 자재내역서 ) at[0].MAT_COST_TABLE = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

TK-001 (VPDM) [CASE B) API 650 VPDM Method / [OUTER TANK] WEIGHT SUMMARY OF SHELL PLATE

0. Project Description (Tank No.)

1. Design Code

2. Containment System

3. 내외조구분

4. Content

16. SG

18. Design Pressure (MPa)

19. Design temperature (℃)

10. Diameter (mm)

11. Height (mm)

13. CA (mm)

12. Joint Efficiency

14. DLL (mm)

15. HTL (mm)

TK-001 (VPDM)

API 650

CRT

OUTER

WATER

1

0.0024517

66

60000

23000

3

0.85

21440

23000

1. [OUTER TANK] Shell Plate
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Net WT (Ton)	Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
12 th Shell Plate	A516-70	8.0	1000	11782	16	11.840	12	A516-70	8.0	1050	11830	17	13.260	11.99	1,284.17	17,028	1,541.00	20,434	Stiff and jig 부착 PAD PLATE 1 Sheet 포함
11 th Shell Plate	A516-70	9.0	2000	11782	16	26.640	11	A516-70	9.0	2050	11830	16	27.408	2.88	1,284.17	35,197	1,541.00	42,236
10 th Shell Plate	A516-70	13.0	2000	11783	16	38.480	10	A516-70	13.0	2050	11830	16	39.600	2.91	1,284.17	50,853	1,541.00	61,024
9 th Shell Plate	A516-70	16.5	2000	11784	16	48.848	9	A516-70	16.5	2050	11830	16	50.256	2.88	1,284.17	64,537	1,541.00	77,444
8 th Shell Plate	A516-70	20.5	2000	11785	16	60.688	8	A516-70	20.5	2050	11830	16	62.448	2.9	1,284.17	80,194	1,541.00	96,232
7 th Shell Plate	A516-70	24.5	2000	11785	16	72.528	7	A516-70	24.5	2050	11830	16	74.624	2.89	1,284.17	95,830	1,541.00	114,996
6 th Shell Plate	A516-70	28.5	2000	11786	16	84.384	6	A516-70	28.5	2050	11830	16	86.816	2.88	1,284.17	111,486	1,541.00	133,783
5 th Shell Plate	A516-70	32.5	2000	11787	16	96.224	5	A516-70	32.5	2050	11830	16	98.992	2.88	1,284.17	127,123	1,541.00	152,547
4 th Shell Plate	A516-70	35.5	2000	11788	16	105.120	4	A516-70	35.5	2050	11830	16	108.128	2.86	1,284.17	138,855	1,541.00	166,625
3 rd Shell Plate	A516-70	47.5	2000	11790	16	140.672	3	A516-70	47.5	2050	11840	16	144.800	2.93	1,284.17	185,948	1,541.00	223,137
2 nd Shell Plate	A537-CL2	35.0	2000	11788	16	103.648	2	A537-CL2	35.0	2050	11830	16	106.608	2.86	1,541.67	164,354	1,850.00	197,225
1 st Shell Plate	A537-CL2	39.5	2000	11788	16	116.960	1	A537-CL2	39.5	2050	11830	17	127.840	9.3	1,541.67	197,087	1,850.00	236,504	1st Shell Nozzzle and Openning PAD PLATE 1 Sheet 포함
[OUTER TANK] Shell Plate Total =					192	906.032	Total Qty and Weight =					194	940.780	3.84	1,348.34	1,268,492	1,618.00	1,522,186	(천원)
Shell 재질이 2개 일 경우 재질별 합계표
Part Name	Material	Shell Course No.			Qty (SHT)	Net WT (Ton)	Thickness Range (mm)			Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
2 nd Material	A516-70	#3 ~ #12			161	685.424	t 47.5 ~ 8.0			2050	11840	161	706.332	3.05	1284.17	907,050	1541.00	1,088,458	2nd Material (#3 ~ #12 top shell course)
1 st Material	A537-CL2	#1 ~ #2			33	220.608	t 39.5 ~ 35.0			2050	11830	33	234.448	6.27	1,541.67	361,441	1,850.00	433,729	Primary Material (#1 ~ #2 Shell course)
2. [OUTER TANK] Bottom / Annular / Roof Plate / Compression Ring / Stiffener Ring
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Part Name	Material	Shell Course No.			Qty (SHT)	Net WT (Ton)	Thickness Range (mm)			Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
1. Bottom Plate	A283-C	9.5	2438	6096	175.50	194.470	1	A283-C	9.5	2438	6096	186	206.088	5.97	1,137.00	234,322	1,690.00	348,289
2. Annular Plate	A516-60	26.0	2438	6096	17.10	51.730	2	A516-60	26.0	2438	6096	20	60.660	17.26	1,300.00	78,858	1,690.00	102,515
3. Roof Plate	A516-60	5.4	2438	6096	198.20	124.890	3	A516-60	5.4	2438	6096	213	134.190	7.45	1,300.00	174,447	1,690.00	226,781
4. Comp. Ring	A516-60	103.0	1400	4597	41.00	209.588	4	A516-60	103.0	1550	4747	43	255.807	22.05	1,300.00	332,549	1,690.00	432,314
6. Stiffener Ring	A283-C	L150x15		188.0 (m)	1 Rings	6.684	6	A283-C	ref.	역계산	역계산	1	7.687	15.01	5,090.00	39,127	6,108.00	46,952
[OUTER TANK] Bottom / Annular / Total =						587.362	Total Qty and Weight =						664.432			859,303	USD	1,156,851	(천원)
[OUTER TANK] Grand Total =						1493.394	Grand Total Qty and Weight =						1605.212			2,127,795	USD	2,679,038	(천원)

3. PLATE MATERIAL ( 자재내역서 ) at[2].MAT_COST_TABLE = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

Turkey SECL (1 ONE-FOOT) [CASE A) API 650 1-Foot Method / [OUTER TANK] WEIGHT SUMMARY OF SHELL PLATE

0. Project Description (Tank No.)

1. Design Code

2. Containment System

3. 내외조구분

4. Content

16. SG

18. Design Pressure (MPa)

19. Design temperature (℃)

10. Diameter (mm)

11. Height (mm)

13. CA (mm)

12. Joint Efficiency

14. DLL (mm)

15. HTL (mm)

Turkey SECL (1 ONE-FOOT)

API 650

DRT

OUTER

WATER

1

0.0024517

65

31600

15200

1.5

1

15200

15200

1. [OUTER TANK] Shell Plate
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Net WT (Ton)	Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
7 th Shell Plate	A516-70	8.5	800	16550	6	5.298	7	A516-70	8.5	850	16600	6	5.646	6.57	1,284.17	7,250	1,541.00	8,700	This shell plate is Compression Ring
6 th Shell Plate	A516-70	6.0	2400	16548	6	11.226	6	A516-70	6.0	2450	16590	7	13.398	19.35	1,284.17	17,205	1,541.00	20,646	Stiff and jig 부착 PAD PLATE 1 Sheet 포함
5 th Shell Plate	A516-70	7.0	2400	16549	6	13.092	5	A516-70	7.0	2450	16590	6	13.398	2.34	1,284.17	17,205	1,541.00	20,646
4 th Shell Plate	A516-70	9.0	2400	16550	6	16.836	4	A516-70	9.0	2450	16600	6	17.238	2.39	1,284.17	22,137	1,541.00	26,564
3 rd Shell Plate	A516-70	11.5	2400	16551	6	21.516	3	A516-70	11.5	2450	16600	6	22.026	2.37	1,284.17	28,285	1,541.00	33,942
2 nd Shell Plate	A516-70	13.5	2400	16552	6	25.260	2	A516-70	13.5	2450	16600	6	25.860	2.38	1,284.17	33,209	1,541.00	39,850
1 st Shell Plate	A516-70	15.5	2400	16553	6	29.004	1	A516-70	15.5	2450	16600	7	34.643	19.44	1,284.17	44,488	1,541.00	53,385	1st Shell Nozzzle and Openning PAD PLATE 1 Sheet 포함
[OUTER TANK] Shell Plate Total =					42	122.232	Total Qty and Weight =					44	132.209	8.16	1,284.17	169,779	1,541.00	203,734	(천원)
2. [OUTER TANK] Bottom / Annular / Roof Plate / Compression Ring / Stiffener Ring
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Part Name	Material	Shell Course No.			Qty (SHT)	Net WT (Ton)	Thickness Range (mm)			Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
1. Bottom Plate	A283-C	8.0	2438	6096	48.80	45.520	1	A283-C	8.0	2438	6096	52	48.516	6.58	1,137.00	55,163	1,690.00	81,992
2. Annular Plate	A516-60	10.5	2438	6096	4.90	5.970	2	A516-60	10.5	2438	6096	6	7.350	23.12	1,300.00	9,555	1,690.00	12,422
3. Roof Plate	A516-60	5.4	2438	6096	60.50	38.090	3	A516-60	5.4	2438	6096	65	40.950	7.51	1,300.00	53,235	1,690.00	69,206
4. Comp. Ring	A516-60	8.5	230	4136	24.00	1.520	4	A516-60	8.5	380	4286	26	2.834	86.45	1,300.00	3,684	1,690.00	4,789
6. Stiffener Ring	A283-C	L150x15		99.0 (m)	1 Rings	3.532	6	A283-C	ref.	역계산	역계산	1	4.062	15.01	5,090.00	20,676	6,108.00	24,811
[OUTER TANK] Bottom / Annular / Total =						94.632	Total Qty and Weight =						103.712			142,312	USD	193,219	(천원)
[OUTER TANK] Grand Total =						216.864	Grand Total Qty and Weight =						235.921			312,091	USD	396,953	(천원)

3. PLATE MATERIAL ( 자재내역서 ) at[4].MAT_COST_TABLE = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

Turkey SECL (2 ONE-FOOT) [CASE A) API 650 1-Foot Method / [OUTER TANK] WEIGHT SUMMARY OF SHELL PLATE

0. Project Description (Tank No.)

1. Design Code

2. Containment System

3. 내외조구분

4. Content

16. SG

18. Design Pressure (MPa)

19. Design temperature (℃)

10. Diameter (mm)

11. Height (mm)

13. CA (mm)

12. Joint Efficiency

14. DLL (mm)

15. HTL (mm)

Turkey SECL (2 ONE-FOOT)

API 650

DRT

OUTER

WATER

1

0.0024517

65

41600

15200

1.5

1

15200

15200

1. [OUTER TANK] Shell Plate
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Net WT (Ton)	Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
7 th Shell Plate	A516-70	11.5	800	13072	10	9.440	7	A516-70	11.5	850	13120	10	10.070	6.67	1,284.17	12,932	1,541.00	15,518	This shell plate is Compression Ring
6 th Shell Plate	A516-70	8.0	2400	13071	10	19.700	6	A516-70	8.0	2450	13120	11	22.209	12.74	1,284.17	28,520	1,541.00	34,224	Stiff and jig 부착 PAD PLATE 1 Sheet 포함
5 th Shell Plate	A516-70	8.5	2400	13071	10	20.930	5	A516-70	8.5	2450	13120	10	21.450	2.48	1,284.17	27,545	1,541.00	33,054
4 th Shell Plate	A516-70	11.5	2400	13072	10	28.320	4	A516-70	11.5	2450	13120	10	29.020	2.47	1,284.17	37,267	1,541.00	44,720
3 rd Shell Plate	A516-70	14.0	2400	13073	10	34.480	3	A516-70	14.0	2450	13120	10	35.330	2.47	1,284.17	45,370	1,541.00	54,444
2 nd Shell Plate	A516-70	17.0	2400	13074	10	41.870	2	A516-70	17.0	2450	13120	10	42.900	2.46	1,284.17	55,091	1,541.00	66,109
1 st Shell Plate	A516-70	20.0	2400	13075	10	49.270	1	A516-70	20.0	2450	13120	11	55.517	12.68	1,284.17	71,293	1,541.00	85,552	1st Shell Nozzzle and Openning PAD PLATE 1 Sheet 포함
[OUTER TANK] Shell Plate Total =					70	204.010	Total Qty and Weight =					72	216.496	6.12	1,284.17	278,018	1,541.00	333,620	(천원)
2. [OUTER TANK] Bottom / Annular / Roof Plate / Compression Ring
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Part Name	Material	Shell Course No.			Qty (SHT)	Net WT (Ton)	Thickness Range (mm)			Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
1. Bottom Plate	A283-C	8.0	2438	6096	85.30	79.660	1	A283-C	8.0	2438	6096	91	84.903	6.58	1,137.00	96,535	1,690.00	143,486
2. Annular Plate	A516-60	13.0	2438	6096	7.30	11.130	2	A516-60	13.0	2438	6096	9	13.653	22.67	1,300.00	17,749	1,690.00	23,074
3. Roof Plate	A516-60	5.4	2438	6096	104.80	66.010	3	A516-60	5.4	2438	6096	113	71.190	7.85	1,300.00	92,547	1,690.00	120,311
4. Comp. Ring	A516-60	11.5	600	4356	30.00	7.016	4	A516-60	11.5	750	4506	32	9.760	39.11	1,300.00	12,688	1,690.00	16,494
[OUTER TANK] Bottom / Annular / Total =						163.816	Total Qty and Weight =						179.506			219,519	USD	303,365	(천원)
[OUTER TANK] Grand Total =						367.826	Grand Total Qty and Weight =						396.002			497,536	USD	636,985	(천원)

3. PLATE MATERIAL ( 자재내역서 ) at[6].MAT_COST_TABLE = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

TK-002 (ONE-FOOT) [CASE A) API 650 1-Foot Method / [OUTER TANK] WEIGHT SUMMARY OF SHELL PLATE

0. Project Description (Tank No.)

1. Design Code

2. Containment System

3. 내외조구분

4. Content

16. SG

18. Design Pressure (MPa)

19. Design temperature (℃)

10. Diameter (mm)

11. Height (mm)

13. CA (mm)

12. Joint Efficiency

14. DLL (mm)

15. HTL (mm)

TK-002 (ONE-FOOT)

API 650

DRT

OUTER

WATER

1

0.0024517

66

40000

23000

3

0.85

21440

23000

1. [OUTER TANK] Shell Plate
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Net WT (Ton)	Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
12 th Shell Plate	A516-70	13.0	1000	12570	10	12.830	12	A516-70	13.0	1050	12620	10	13.520	5.38	1,284.17	17,362	1,541.00	20,834	This shell plate is Compression Ring
11 th Shell Plate	A516-70	8.0	2000	12568	10	15.790	11	A516-70	8.0	2050	12610	11	17.853	13.07	1,284.17	22,926	1,541.00	27,511	Stiff and jig 부착 PAD PLATE 1 Sheet 포함
10 th Shell Plate	A516-70	10.0	2000	12569	10	19.730	10	A516-70	10.0	2050	12610	10	20.290	2.84	1,284.17	26,056	1,541.00	31,267
9 th Shell Plate	A516-70	13.0	2000	12570	10	25.660	9	A516-70	13.0	2050	12620	10	26.400	2.88	1,284.17	33,902	1,541.00	40,682
8 th Shell Plate	A516-70	15.5	2000	12571	10	30.590	8	A516-70	15.5	2050	12620	10	31.480	2.91	1,284.17	40,426	1,541.00	48,511
7 th Shell Plate	A516-70	18.0	2000	12572	10	35.530	7	A516-70	18.0	2050	12620	10	36.560	2.9	1,284.17	46,949	1,541.00	56,339
6 th Shell Plate	A516-70	21.0	2000	12572	10	41.450	6	A516-70	21.0	2050	12620	10	42.650	2.9	1,284.17	54,770	1,541.00	65,724
5 th Shell Plate	A516-70	23.5	2000	12573	10	46.390	5	A516-70	23.5	2050	12620	10	47.730	2.89	1,284.17	61,293	1,541.00	73,552
4 th Shell Plate	A516-70	26.0	2000	12574	10	51.330	4	A516-70	26.0	2050	12620	10	52.800	2.86	1,284.17	67,804	1,541.00	81,365
3 rd Shell Plate	A516-70	29.0	2000	12575	10	57.250	3	A516-70	29.0	2050	12620	10	58.900	2.88	1,284.17	75,638	1,541.00	90,765
2 nd Shell Plate	A537-CL2	25.5	2000	12574	10	50.340	2	A537-CL2	25.5	2050	12620	10	51.790	2.88	1,541.67	79,843	1,850.00	95,812
1 st Shell Plate	A537-CL2	27.5	2000	12575	10	54.290	1	A537-CL2	27.5	2050	12620	11	61.435	13.16	1,541.67	94,712	1,850.00	113,655	1st Shell Nozzzle and Openning PAD PLATE 1 Sheet 포함
[OUTER TANK] Shell Plate Total =					120	441.180	Total Qty and Weight =					122	461.408	4.58	1,347.36	621,682	1,616.83	746,016	(천원)
Shell 재질이 2개 일 경우 재질별 합계표
Part Name	Material	Shell Course No.			Qty (SHT)	Net WT (Ton)	Thickness Range (mm)			Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
2 nd Material	A516-70	#3 ~ #12			101	336.550	t 29.0 ~ 13.0			2050	12620	101	348.183	3.46	1284.17	447,126	1541.00	536,550	2nd Material (#3 ~ #12 top shell course)
1 st Material	A537-CL2	#1 ~ #2			21	104.630	t 27.5 ~ 25.5			2050	12620	21	113.225	8.21	1,541.67	174,556	1,850.00	209,466	Primary Material (#1 ~ #2 Shell course)
2. [OUTER TANK] Bottom / Annular / Roof Plate / Compression Ring
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Part Name	Material	Shell Course No.			Qty (SHT)	Net WT (Ton)	Thickness Range (mm)			Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
1. Bottom Plate	A283-C	9.5	2438	6096	77.70	86.160	1	A283-C	9.5	2438	6096	83	91.964	6.74	1,137.00	104,563	1,690.00	155,419
2. Annular Plate	A516-60	18.0	2438	6096	8.10	17.070	2	A516-60	18.0	2438	6096	10	21.000	23.02	1,300.00	27,300	1,690.00	35,490
3. Roof Plate	A516-60	5.4	2438	6096	94.20	59.340	3	A516-60	5.4	2438	6096	101	63.630	7.23	1,300.00	82,719	1,690.00	107,535
4. Comp. Ring	A516-60	13.0	600	4333	29.00	7.618	4	A516-60	13.0	750	4483	31	10.633	39.58	1,300.00	13,823	1,690.00	17,970
[OUTER TANK] Bottom / Annular / Total =						170.188	Total Qty and Weight =						187.227			228,405	USD	316,414	(천원)
[OUTER TANK] Grand Total =						611.368	Grand Total Qty and Weight =						648.635			850,087	USD	1,062,430	(천원)

3. PLATE MATERIAL ( 자재내역서 ) at[8].MAT_COST_TABLE = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

PLATE MATERIAL LIST ( 자재구매비 추정금액 )
Tank No. : [SECL] LP Ethylene / INNER TANK

0. Project Description (Tank No.)

1. Design Code

2. Containment System

3. 내외조구분

4. Content

16. SG

18. Design Pressure (MPa)

19. Design temperature (℃)

10. Diameter (mm)

11. Height (mm)

13. CA (mm)

12. Joint Efficiency

14. DLL (mm)

15. HTL (mm)

[SECL] LP Ethylene

API 620

FULL

INNER

LNG

0.5677

0

-104

42000

35800

2

1

35500

20160

1. [INNER TANK] Shell Plate
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Net WT (Ton)	Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
11 th Shell Plate	A553-TYPE1	6.35	3200	13196	10	21.050	11	A553-TYPE1	6.35	3250	13240	11	23.595	12.09	5,353.50	126,316	6,957.00	164,150	Stiff and jig 부착 PAD PLATE 1 Sheet 포함
10 th Shell Plate	A553-TYPE1	6.35	3260	13196	10	21.440	10	A553-TYPE1	6.35	3310	13240	10	21.850	1.91	5,353.50	116,974	6,957.00	152,010
9 th Shell Plate	A553-TYPE1	7.5	3260	13197	10	25.330	9	A553-TYPE1	7.5	3310	13240	10	25.800	1.86	5,353.50	138,120	6,957.00	179,491
8 th Shell Plate	A553-TYPE1	9.0	3260	13197	10	30.400	8	A553-TYPE1	9.0	3310	13240	10	30.960	1.84	5,353.50	165,744	6,957.00	215,389
7 th Shell Plate	A553-TYPE1	10.5	3260	13197	10	35.460	7	A553-TYPE1	10.5	3310	13240	10	36.120	1.86	5,353.50	193,368	6,957.00	251,287
6 th Shell Plate	A553-TYPE1	12.5	3260	13198	10	42.220	6	A553-TYPE1	12.5	3310	13240	10	43.000	1.85	5,353.50	230,200	6,957.00	299,151
5 th Shell Plate	A553-TYPE1	14.0	3260	13199	10	47.290	5	A553-TYPE1	14.0	3310	13240	10	48.160	1.84	5,353.50	257,825	6,957.00	335,049
4 th Shell Plate	A553-TYPE1	15.5	3260	13199	10	52.360	4	A553-TYPE1	15.5	3310	13240	10	53.320	1.83	5,353.50	285,449	6,957.00	370,947
3 rd Shell Plate	A553-TYPE1	17.5	3260	13200	10	59.120	3	A553-TYPE1	17.5	3310	13250	10	60.250	1.91	5,353.50	322,548	6,957.00	419,159
2 nd Shell Plate	A553-TYPE1	19.0	3260	13200	10	64.180	2	A553-TYPE1	19.0	3310	13250	10	65.410	1.92	5,353.50	350,172	6,957.00	455,057
1 st Shell Plate	A553-TYPE1	20.5	3260	13201	10	69.250	1	A553-TYPE1	20.5	3310	13250	11	77.638	12.11	5,353.50	415,635	6,957.00	540,128	1st Shell Nozzzle and Openning PAD PLATE 1 Sheet 포함
[INNER TANK] Shell Plate Total =					110	468.100	Total Qty and Weight =					112	486.103	3.85	5,353.50	2,602,352	6,957.00	3,381,819	(천원)
2. [INNER TANK] Bottom / Annular Plate / Stiffener Ring
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Part Name	Material	Shell Course No.			Qty (SHT)	Net WT (Ton)	Thickness Range (mm)			Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
1. Bottom Plate	A553-TYPE1	7.0	3048	12192	34.30	70.030	1	A553-TYPE1	7.0	3048	12192	37	75.554	7.89	5,353.50	404,478	6,957.00	525,629
2. Annular Plate	A553-TYPE1	13.5	2438	6096	8.70	13.740	2	A553-TYPE1	13.5	2438	6096	11	17.325	26.09	5,353.50	92,749	6,957.00	120,530
6. Stiffener Ring	A553-TYPE1	L450x6.35+120x6.35 FB 170x6		132.0 (m)	17 Rings	26.852	6	A553-TYPE1	ref.	역계산	역계산	17	30.880	15.00	5,353.50	165,316	6,957.00	214,832
[INNER TANK] Bottom / Annular / Total =						110.622	Total Qty and Weight =						123.759			662,544	USD	860,991	(천원)
[INNER TANK] Grand Total =						578.722	Grand Total Qty and Weight =						609.862			3,264,896	USD	4,242,810	(천원)

3. PLATE MATERIAL ( 자재내역서 ) at[10].MAT_COST_TABLE = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

PLATE MATERIAL LIST ( 자재구매비 추정금액 )
Tank No. : [SECL] LP Ethylene / OUTER TANK

0. Project Description (Tank No.)

1. Design Code

2. Containment System

3. 내외조구분

4. Content

16. SG

18. Design Pressure (MPa)

19. Design temperature (℃)

10. Diameter (mm)

11. Height (mm)

13. CA (mm)

12. Joint Efficiency

14. DLL (mm)

15. HTL (mm)

[SECL] LP Ethylene

API 620

FULL

OUTER

LNG

0.5677

0.018

-104

44000

37800

2

1

35500

20160

1. [OUTER TANK] Shell Plate
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Net WT (Ton)	Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
11 th Shell Plate	A553-TYPE1	35.0	1800	13834	10	68.420	11	A553-TYPE1	35.0	1850	13880	10	70.550	3.11	5,353.50	377,689	6,957.00	490,816	This shell plate is Compression Ring
10 th Shell Plate	A553-TYPE1	7.938	3600	13825	10	31.010	10	A553-TYPE1	7.938	3650	13870	11	34.705	11.92	5,353.50	185,793	6,957.00	241,443	Stiff and jig 부착 PAD PLATE 1 Sheet 포함
9 th Shell Plate	A553-TYPE1	8.0	3600	13825	10	31.260	9	A553-TYPE1	8.0	3650	13870	10	31.790	1.7	5,353.50	170,188	6,957.00	221,163
8 th Shell Plate	A553-TYPE1	10.0	3600	13826	10	39.070	8	A553-TYPE1	10.0	3650	13870	10	39.740	1.71	5,353.50	212,748	6,957.00	276,471
7 th Shell Plate	A553-TYPE1	11.5	3600	13826	10	44.930	7	A553-TYPE1	11.5	3650	13870	10	45.700	1.71	5,353.50	244,655	6,957.00	317,935
6 th Shell Plate	A553-TYPE1	13.5	3600	13827	10	52.750	6	A553-TYPE1	13.5	3650	13870	10	53.650	1.71	5,353.50	287,215	6,957.00	373,243
5 th Shell Plate	A553-TYPE1	15.5	3600	13827	10	60.570	5	A553-TYPE1	15.5	3650	13870	10	61.600	1.7	5,353.50	329,776	6,957.00	428,551
4 th Shell Plate	A553-TYPE1	17.5	3600	13828	10	68.390	4	A553-TYPE1	17.5	3650	13870	10	69.550	1.7	5,353.50	372,336	6,957.00	483,859
3 rd Shell Plate	A553-TYPE1	19.5	3600	13829	10	76.210	3	A553-TYPE1	19.5	3650	13870	10	77.490	1.68	5,353.50	414,843	6,957.00	539,098
2 nd Shell Plate	A553-TYPE1	21.5	3600	13829	10	84.020	2	A553-TYPE1	21.5	3650	13870	10	85.440	1.69	5,353.50	457,403	6,957.00	594,406
1 st Shell Plate	A553-TYPE1	23.0	3600	13830	10	89.890	1	A553-TYPE1	23.0	3650	13880	11	100.617	11.93	5,353.50	538,653	6,957.00	699,992	1st Shell Nozzzle and Openning PAD PLATE 1 Sheet 포함
[OUTER TANK] Shell Plate Total =					110	646.520	Total Qty and Weight =					112	670.832	3.76	5,353.50	3,591,299	6,957.00	4,666,978	(천원)
2. [OUTER TANK] Bottom / Annular / Roof Plate / Compression Ring / Suspended Deck / Stiffener Ring
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Part Name	Material	Shell Course No.			Qty (SHT)	Net WT (Ton)	Thickness Range (mm)			Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
1. Bottom Plate	A553-TYPE1	7.0	2438	6096	84.50	69.000	1	A553-TYPE1	7.0	2438	6096	90	73.530	6.57	5,353.50	393,643	6,957.00	511,548
2. Annular Plate	A553-TYPE1	15.0	2438	6096	19.10	33.510	2	A553-TYPE1	15.0	2438	6096	23	40.250	20.11	5,353.50	215,478	6,957.00	280,019
3. Roof Plate	A516-70	6.5	2438	6096	117.20	88.890	3	A516-70	6.5	2438	6096	126	95.508	7.45	1,312.00	125,306	1,690.00	161,409
4. Comp. Ring	A516-70	35.0	660	4320	32.00	24.829	4	A516-70	35.0	810	4470	34	33.830	36.25	1,312.00	44,385	1,690.00	57,173
5. Suspended Deck	Aluminum OR CS	1.2	2438	6096	1 SET	60.821	5	Aluminum OR CS	1.2	2438	6096	1	60.821	10.00	1,300.00	86,974	1,690.00	113,066	중량 산출근거 : 알루미늄 면적당 : 40.0 kg/m²* 1.521 (m²)
6. Stiffener Ring	A553-TYPE1	L150x15		138.0 (m)	1 Rings	4.908	6	A553-TYPE1	ref.	역계산	역계산	1	5.644	15.00	5,353.50	30,215	6,957.00	39,265
[OUTER TANK] Bottom / Annular / Total =						281.958	Total Qty and Weight =						315.665			896,002	USD	1,162,480	(천원)
[OUTER TANK] Grand Total =						928.478	Grand Total Qty and Weight =						986.497			4,487,301	USD	5,829,458	(천원)

3. PLATE MATERIAL ( 자재내역서 ) at[12].MAT_COST_TABLE = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

PLATE MATERIAL LIST ( 자재구매비 추정금액 )
Tank No. : 한화-대산 LPG / INNER TANK

0. Project Description (Tank No.)

1. Design Code

2. Containment System

3. 내외조구분

4. Content

16. SG

18. Design Pressure (MPa)

19. Design temperature (℃)

10. Diameter (mm)

11. Height (mm)

13. CA (mm)

12. Joint Efficiency

14. DLL (mm)

15. HTL (mm)

한화-대산 LPG

API 620

FULL

INNER

LPG

0.5814

0

-45

62200

40230

1.5

1

36200

21033

1. [INNER TANK] Shell Plate
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Net WT (Ton)	Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
12 th Shell Plate	A537-CL2+S5	11.0	3347	12215	16	56.480	12	A537-CL2+S5	11.0	3397	12260	17	61.132	8.24	1,541.67	94,245	1,850.00	113,094	Stiff and jig 부착 PAD PLATE 1 Sheet 포함
11 th Shell Plate	A537-CL2+S5	12.0	3353	12215	16	61.728	11	A537-CL2+S5	12.0	3403	12260	16	62.880	1.87	1,541.67	96,940	1,850.00	116,328
10 th Shell Plate	A537-CL2+S5	12.0	3353	12215	16	61.728	10	A537-CL2+S5	12.0	3403	12260	16	62.880	1.87	1,541.67	96,940	1,850.00	116,328
9 th Shell Plate	A537-CL2+S5	14.0	3353	12215	16	72.016	9	A537-CL2+S5	14.0	3403	12260	16	73.360	1.87	1,541.67	113,097	1,850.00	135,716
8 th Shell Plate	A537-CL2+S5	18.0	3353	12216	16	92.608	8	A537-CL2+S5	18.0	3403	12260	16	94.320	1.85	1,541.67	145,410	1,850.00	174,492
7 th Shell Plate	A537-CL2+S5	22.0	3353	12217	16	113.184	7	A537-CL2+S5	22.0	3403	12260	16	115.280	1.85	1,541.67	177,724	1,850.00	213,268
6 th Shell Plate	A537-CL2+S5	26.0	3353	12218	16	133.776	6	A537-CL2+S5	26.0	3403	12260	16	136.240	1.84	1,541.67	210,037	1,850.00	252,044
5 th Shell Plate	A537-CL2+S5	29.0	3353	12218	16	149.216	5	A537-CL2+S5	29.0	3403	12260	16	151.968	1.84	1,541.67	234,285	1,850.00	281,141
4 th Shell Plate	A537-CL2+S5	33.0	3353	12219	16	169.808	4	A537-CL2+S5	33.0	3403	12260	16	172.928	1.84	1,541.67	266,598	1,850.00	319,917
3 rd Shell Plate	A537-CL2+S5	36.0	3353	12220	16	185.264	3	A537-CL2+S5	36.0	3403	12270	16	188.800	1.91	1,541.67	291,067	1,850.00	349,280
2 nd Shell Plate	A537-CL2+S5	39.0	3353	12220	16	200.704	2	A537-CL2+S5	39.0	3403	12270	16	204.528	1.91	1,541.67	315,315	1,850.00	378,377
1 st Shell Plate	A537-CL2+S5	42.0	3353	12221	16	216.160	1	A537-CL2+S5	42.0	3403	12270	17	234.039	8.27	1,541.67	360,811	1,850.00	432,972	1st Shell Nozzzle and Openning PAD PLATE 1 Sheet 포함
[INNER TANK] Shell Plate Total =					192	1512.672	Total Qty and Weight =					194	1558.355	3.02	1,541.67	2,402,469	1,850.00	2,882,957	(천원)
2. [INNER TANK] Bottom / Annular Plate / Stiffener Ring
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Part Name	Material	Shell Course No.			Qty (SHT)	Net WT (Ton)	Thickness Range (mm)			Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
1. Bottom Plate	A516-60N+S5	8.0	2438	6096	182.20	170.060	1	A516-60N+S5	8.0	2438	6096	194	181.002	6.43	1,300.00	235,303	1,690.00	305,893
2. Annular Plate	A537-CL2+S5	27.5	2438	6096	24.70	79.120	2	A537-CL2+S5	27.5	2438	6096	29	93.032	17.58	1,541.67	143,425	1,850.00	172,109
6. Stiffener Ring	A516-60N+S5	L450x11+120x11 FB 230x12		195.0 (m)	6 Rings	37.834	6	A516-60N+S5	ref.	역계산	역계산	6	43.509	15.00	5,090.00	221,461	6,108.00	265,753
[INNER TANK] Bottom / Annular / Total =						287.014	Total Qty and Weight =						317.543			600,188	USD	743,756	(천원)
[INNER TANK] Grand Total =						1799.686	Grand Total Qty and Weight =						1875.898			3,002,657	USD	3,626,712	(천원)

3. PLATE MATERIAL ( 자재내역서 ) at[14].MAT_COST_TABLE = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

PLATE MATERIAL LIST ( 자재구매비 추정금액 )
Tank No. : 한화-대산 LPG / OUTER TANK

0. Project Description (Tank No.)

1. Design Code

2. Containment System

3. 내외조구분

4. Content

16. SG

18. Design Pressure (MPa)

19. Design temperature (℃)

10. Diameter (mm)

11. Height (mm)

13. CA (mm)

12. Joint Efficiency

14. DLL (mm)

15. HTL (mm)

한화-대산 LPG

API 620

FULL

OUTER

LPG

0.5814

0.01471

-45

64200

42200

1.5

1

33980

19743

1. [OUTER TANK] Shell Plate
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Net WT (Ton)	Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
12 th Shell Plate	A537-CL2+S5	16.0	840	12608	16	21.280	12	A537-CL2+S5	16.0	890	12650	17	24.038	12.96	1,541.67	37,059	1,850.00	44,470	Stiff and jig 부착 PAD PLATE 1 Sheet 포함
11 th Shell Plate	A537-CL2+S5	16.0	3760	12608	16	95.264	11	A537-CL2+S5	16.0	3810	12650	16	96.848	1.66	1,541.67	149,308	1,850.00	179,169
10 th Shell Plate	A537-CL2+S5	16.0	3760	12608	16	95.264	10	A537-CL2+S5	16.0	3810	12650	16	96.848	1.66	1,541.67	149,308	1,850.00	179,169
9 th Shell Plate	A537-CL2+S5	17.0	3760	12608	16	101.216	9	A537-CL2+S5	17.0	3810	12650	16	102.912	1.68	1,541.67	158,656	1,850.00	190,387
8 th Shell Plate	A537-CL2+S5	17.0	3760	12608	16	101.216	8	A537-CL2+S5	17.0	3810	12650	16	102.912	1.68	1,541.67	158,656	1,850.00	190,387
7 th Shell Plate	A537-CL2+S5	19.0	3760	12609	16	113.136	7	A537-CL2+S5	19.0	3810	12650	16	115.024	1.67	1,541.67	177,329	1,850.00	212,794
6 th Shell Plate	A537-CL2+S5	23.0	3760	12610	16	136.976	6	A537-CL2+S5	23.0	3810	12660	16	139.344	1.73	1,541.67	214,822	1,850.00	257,786
5 th Shell Plate	A537-CL2+S5	27.0	3760	12610	16	160.784	5	A537-CL2+S5	27.0	3810	12660	16	163.568	1.73	1,541.67	252,168	1,850.00	302,601
4 th Shell Plate	A537-CL2+S5	31.0	3760	12611	16	184.624	4	A537-CL2+S5	31.0	3810	12660	16	187.808	1.72	1,541.67	289,538	1,850.00	347,445
3 rd Shell Plate	A537-CL2+S5	35.0	3760	12612	16	208.464	3	A537-CL2+S5	35.0	3810	12660	16	212.032	1.71	1,541.67	326,883	1,850.00	392,259
2 nd Shell Plate	A537-CL2+S5	39.0	3760	12613	16	232.304	2	A537-CL2+S5	39.0	3810	12660	16	236.272	1.71	1,541.67	364,253	1,850.00	437,103
1 st Shell Plate	A537-CL2+S5	43.0	3760	12614	16	256.160	1	A537-CL2+S5	43.0	3810	12660	17	276.794	8.06	1,541.67	426,725	1,850.00	512,069	1st Shell Nozzzle and Openning PAD PLATE 1 Sheet 포함
[OUTER TANK] Shell Plate Total =					192	1706.688	Total Qty and Weight =					194	1754.400	2.8	1,541.67	2,704,706	1,850.00	3,245,640	(천원)
2. [OUTER TANK] Bottom / Annular / Roof Plate / Knuckle / Suspended Deck
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Part Name	Material	Shell Course No.			Qty (SHT)	Net WT (Ton)	Thickness Range (mm)			Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
1. Bottom Plate	A516-60N+S5	8.0	2438	6096	179.90	167.890	1	A516-60N+S5	8.0	2438	6096	191	178.203	6.14	1,300.00	231,664	1,690.00	301,163
2. Annular Plate	A537-CL1+S5	28.0	2438	6096	40.40	132.070	2	A537-CL1+S5	28.0	2438	6096	47	153.549	16.26	1,300.00	199,614	1,690.00	259,498
3. Roof Plate	A516-60	6.0	2438	6096	242.60	169.830	3	A516-60	6.0	2438	6096	260	182.000	7.17	1,300.00	236,600	1,690.00	307,580
4. Knuckle Plate	A516-70	38.0	2124	5763	35.00	127.798	4	A516-70	38.0	2274	5913	37	148.407	16.13	1,312.00	194,710	1,690.00	250,808
5. Suspended Deck	Aluminum OR CS	6.5	2438	6096	1 SET	279.137	5	Aluminum OR CS	6.5	2438	6096	1	279.137	10.00	1,300.00	399,166	1,690.00	518,916	중량 산출근거 : 알루미늄 면적당 : 40.0 kg/m²* 3.237 (m²)
[OUTER TANK] Bottom / Annular / Total =						876.725	Total Qty and Weight =						969.210			1,261,754	USD	1,637,965	(천원)
[OUTER TANK] Grand Total =						2583.413	Grand Total Qty and Weight =						2723.610			3,966,460	USD	4,883,605	(천원)

3. PLATE MATERIAL ( 자재내역서 ) at[16].MAT_COST_TABLE = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

PLATE MATERIAL LIST ( 자재구매비 추정금액 )
Tank No. : T-201 SUMBAWA 50000 KL LNG / INNER TANK

0. Project Description (Tank No.)

1. Design Code

2. Containment System

3. 내외조구분

4. Content

16. SG

18. Design Pressure (MPa)

19. Design temperature (℃)

10. Diameter (mm)

11. Height (mm)

13. CA (mm)

12. Joint Efficiency

14. DLL (mm)

15. HTL (mm)

T-201 SUMBAWA 50000 KL LNG

API 620

FULL

INNER

LNG

0.4797

0

-170

60000

23370

0

1

20240

9690

1. [INNER TANK] Shell Plate
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Net WT (Ton)	Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
6 th Shell Plate	A553-TYPE1	11.0	3880	11783	16	63.168	6	A553-TYPE1	11.0	3930	11830	17	68.255	8.05	5,090.00	347,418	6,265.79	427,672	Stiff and jig 부착 PAD PLATE 1 Sheet 포함
5 th Shell Plate	A553-TYPE1	11.0	3880	11783	16	63.168	5	A553-TYPE1	11.0	3930	11830	16	64.240	1.7	5,090.00	326,982	6,265.79	402,514
4 th Shell Plate	A553-TYPE1	11.0	3880	11783	16	63.168	4	A553-TYPE1	11.0	3930	11830	16	64.240	1.7	5,090.00	326,982	6,265.79	402,514
3 rd Shell Plate	A553-TYPE1	12.0	3910	11783	16	69.440	3	A553-TYPE1	12.0	3960	11830	16	70.608	1.68	5,090.00	359,395	6,265.79	442,415
2 nd Shell Plate	A553-TYPE1	14.0	3910	11783	16	81.008	2	A553-TYPE1	14.0	3960	11830	16	82.368	1.68	5,090.00	419,253	6,265.79	516,101
1 st Shell Plate	A553-TYPE1	16.5	3910	11784	16	95.488	1	A553-TYPE1	16.5	3960	11830	17	103.156	8.03	5,090.00	525,064	6,265.79	646,354	1st Shell Nozzzle and Openning PAD PLATE 1 Sheet 포함
[INNER TANK] Shell Plate Total =					96	435.440	Total Qty and Weight =					98	452.867	4.0	5,090.00	2,305,093	6,265.79	2,837,570	(천원)
2. [INNER TANK] Bottom / Annular Plate / Stiffener Ring
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Part Name	Material	Shell Course No.			Qty (SHT)	Net WT (Ton)	Thickness Range (mm)			Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
1. Bottom Plate	A553-TYPE1	5.0	2438	6096	177.70	103.640	1	A553-TYPE1	5.0	2438	6096	189	110.187	6.32	5,090.00	560,852	6,265.79	690,409
2. Annular Plate	A553-TYPE1	11.0	2438	6096	14.30	18.300	2	A553-TYPE1	11.0	2438	6096	17	21.811	19.19	5,090.00	111,018	6,265.79	136,663
6. Stiffener Ring	A553-TYPE1	L450x11+120x11 FB 180x11		188.0 (m)	6 Rings	25.092	6	A553-TYPE1	ref.	역계산	역계산	6	28.856	15.00	5,090.00	146,877	6,108.00	176,252
[INNER TANK] Bottom / Annular / Total =						147.032	Total Qty and Weight =						160.854			818,747	USD	1,003,324	(천원)
[INNER TANK] Grand Total =						582.472	Grand Total Qty and Weight =						613.721			3,123,840	USD	3,840,894	(천원)

3. PLATE MATERIAL ( 자재내역서 ) at[18].MAT_COST_TABLE = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

PLATE MATERIAL LIST ( 자재구매비 추정금액 )
Tank No. : T-201 SUMBAWA 50000 KL LNG / OUTER TANK

0. Project Description (Tank No.)

1. Design Code

2. Containment System

3. 내외조구분

4. Content

16. SG

18. Design Pressure (MPa)

19. Design temperature (℃)

10. Diameter (mm)

11. Height (mm)

13. CA (mm)

12. Joint Efficiency

14. DLL (mm)

15. HTL (mm)

T-201 SUMBAWA 50000 KL LNG

API 620

FULL

OUTER

LNG

0.4797

0.022

-170

62000

24140

0

1

20240

9690

1. [OUTER TANK] Shell Plate
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Net WT (Ton)	Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
7 th Shell Plate	A553-TYPE1	13.0	3440	12176	16	68.384	7	A553-TYPE1	13.0	3490	12220	17	73.984	8.19	5,090.00	376,579	6,265.79	463,568	Stiff and jig 부착 PAD PLATE 1 Sheet 포함
6 th Shell Plate	A553-TYPE1	13.0	3450	12176	16	68.592	6	A553-TYPE1	13.0	3500	12220	16	69.840	1.82	5,090.00	355,486	6,265.79	437,603
5 th Shell Plate	A553-TYPE1	13.5	3450	12176	16	71.232	5	A553-TYPE1	13.5	3500	12220	16	72.528	1.82	5,090.00	369,168	6,265.79	454,445
4 th Shell Plate	A553-TYPE1	14.5	3450	12176	16	76.496	4	A553-TYPE1	14.5	3500	12220	16	77.888	1.82	5,090.00	396,450	6,265.79	488,030
3 rd Shell Plate	A553-TYPE1	16.0	3450	12176	16	84.416	3	A553-TYPE1	16.0	3500	12220	16	85.952	1.82	5,090.00	437,496	6,265.79	538,557
2 nd Shell Plate	A553-TYPE1	18.0	3450	12177	16	94.976	2	A553-TYPE1	18.0	3500	12220	16	96.688	1.8	5,090.00	492,142	6,265.79	605,827
1 st Shell Plate	A553-TYPE1	20.0	3450	12177	16	105.536	1	A553-TYPE1	20.0	3500	12220	17	114.155	8.17	5,090.00	581,049	6,265.79	715,271	1st Shell Nozzzle and Openning PAD PLATE 1 Sheet 포함
[OUTER TANK] Shell Plate Total =					112	569.632	Total Qty and Weight =					114	591.035	3.76	5,090.00	3,008,368	6,265.79	3,703,301	(천원)
2. [OUTER TANK] Bottom / Annular / Roof Plate / Knuckle / Suspended Deck
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Part Name	Material	Shell Course No.			Qty (SHT)	Net WT (Ton)	Thickness Range (mm)			Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
1. Bottom Plate	A553-TYPE1	5.0	2438	6096	175.90	102.630	1	A553-TYPE1	5.0	2438	6096	187	109.021	6.23	5,090.00	554,917	6,265.79	683,103
2. Annular Plate	A553-TYPE1	13.0	2438	6096	29.00	44.010	2	A553-TYPE1	13.0	2438	6096	34	51.578	17.20	5,090.00	262,532	6,265.79	323,177
3. Roof Plate	A516-60	7.0	2438	6096	232.70	190.060	3	A516-60	7.0	2438	6096	250	204.250	7.47	1,300.00	265,525	1,690.00	345,182
4. Knuckle Plate	A516-60	43.0	2369	5729	34.00	155.762	4	A516-60	43.0	2519	5879	36	179.964	15.54	1,300.00	233,953	1,690.00	304,139
5. Suspended Deck	Aluminum OR CS	1.2	2438	6096	1 SET	120.763	5	Aluminum OR CS	1.2	2438	6096	1	120.763	10.00	1,300.00	172,691	1,690.00	224,498	중량 산출근거 : 알루미늄 면적당 : 40.0 kg/m²* 3.019 (m²)
[OUTER TANK] Bottom / Annular / Total =						613.225	Total Qty and Weight =						677.652			1,489,618	USD	1,880,099	(천원)
[OUTER TANK] Grand Total =						1182.857	Grand Total Qty and Weight =						1268.687			4,497,986	USD	5,583,400	(천원)

3. PLATE MATERIAL ( 자재내역서 ) at[20].MAT_COST_TABLE = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

PLATE MATERIAL LIST ( 자재구매비 추정금액 )
Tank No. : [T201] CAP2 LP Ethylene / INNER TANK

0. Project Description (Tank No.)

1. Design Code

2. Containment System

3. 내외조구분

4. Content

16. SG

18. Design Pressure (MPa)

19. Design temperature (℃)

10. Diameter (mm)

11. Height (mm)

13. CA (mm)

12. Joint Efficiency

14. DLL (mm)

15. HTL (mm)

[T201] CAP2 LP Ethylene

API 620

FULL

INNER

LNG

0.568

0

-104

46300

16300

1.5

1

14500

7782

1. [INNER TANK] Shell Plate
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Net WT (Ton)	Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
5 th Shell Plate	A553-TYPE1	10.0	3260	14548	10	37.230	5	A553-TYPE1	10.0	3310	14590	11	41.701	12.01	5,353.50	223,246	6,957.00	290,114	Stiff and jig 부착 PAD PLATE 1 Sheet 포함
4 th Shell Plate	A553-TYPE1	11.0	3260	14549	10	40.960	4	A553-TYPE1	11.0	3310	14590	10	41.700	1.81	5,353.50	223,241	6,957.00	290,107
3 rd Shell Plate	A553-TYPE1	14.0	3260	14549	10	52.130	3	A553-TYPE1	14.0	3310	14590	10	53.070	1.8	5,353.50	284,110	6,957.00	369,208
2 nd Shell Plate	A553-TYPE1	18.0	3260	14551	10	67.030	2	A553-TYPE1	18.0	3310	14600	10	68.280	1.86	5,353.50	365,537	6,957.00	475,024
1 st Shell Plate	A553-TYPE1	20.0	3260	14551	10	74.470	1	A553-TYPE1	20.0	3310	14600	11	83.457	12.07	5,353.50	446,787	6,957.00	580,610	1st Shell Nozzzle and Openning PAD PLATE 1 Sheet 포함
[INNER TANK] Shell Plate Total =					50	271.820	Total Qty and Weight =					52	288.208	6.03	5,353.50	1,542,922	6,957.00	2,005,063	(천원)
2. [INNER TANK] Bottom / Annular Plate / Stiffener Ring
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Part Name	Material	Shell Course No.			Qty (SHT)	Net WT (Ton)	Thickness Range (mm)			Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
1. Bottom Plate	A553-TYPE1	6.5	3048	12192	40.40	76.580	1	A553-TYPE1	6.5	3048	12192	43	81.528	6.46	5,353.50	436,460	6,957.00	567,190
2. Annular Plate	A553-TYPE1	13.0	2438	6096	13.70	20.730	2	A553-TYPE1	13.0	2438	6096	16	24.272	17.09	5,353.50	129,940	6,957.00	168,860
6. Stiffener Ring	A553-TYPE1	L450x10+120x10 FB 150x11		145.0 (m)	4 Rings	12.689	6	A553-TYPE1	ref.	역계산	역계산	4	14.592	15.00	5,353.50	78,118	6,957.00	101,517
[INNER TANK] Bottom / Annular / Total =						109.999	Total Qty and Weight =						120.392			644,519	USD	837,567	(천원)
[INNER TANK] Grand Total =						381.819	Grand Total Qty and Weight =						408.600			2,187,440	USD	2,842,630	(천원)

3. PLATE MATERIAL ( 자재내역서 ) at[22].MAT_COST_TABLE = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

PLATE MATERIAL LIST ( 자재구매비 추정금액 )
Tank No. : [T201] CAP2 LP Ethylene / OUTER TANK

0. Project Description (Tank No.)

1. Design Code

2. Containment System

3. 내외조구분

4. Content

16. SG

18. Design Pressure (MPa)

19. Design temperature (℃)

10. Diameter (mm)

11. Height (mm)

13. CA (mm)

12. Joint Efficiency

14. DLL (mm)

15. HTL (mm)

[T201] CAP2 LP Ethylene

API 620

FULL

OUTER

LNG

0.568

0.0196133

-104

48300

18400

1.5

1

14500

12718

1. [OUTER TANK] Shell Plate
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Net WT (Ton)	Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
6 th Shell Plate	A553-TYPE1	45.5	400	12656	12	21.696	6	A553-TYPE1	45.5	450	12700	12	24.492	12.89	5,353.50	131,118	6,957.00	170,391	This shell plate is Compression Ring
5 th Shell Plate	A553-TYPE1	12.0	3600	12648	12	51.468	5	A553-TYPE1	12.0	3650	12690	13	56.719	10.2	5,353.50	303,645	6,957.00	394,594	Stiff and jig 부착 PAD PLATE 1 Sheet 포함
4 th Shell Plate	A553-TYPE1	12.0	3600	12648	12	51.468	4	A553-TYPE1	12.0	3650	12690	12	52.356	1.73	5,353.50	280,288	6,957.00	364,241
3 rd Shell Plate	A553-TYPE1	13.0	3600	12648	12	55.764	3	A553-TYPE1	13.0	3650	12690	12	56.724	1.72	5,353.50	303,672	6,957.00	394,629
2 nd Shell Plate	A553-TYPE1	15.0	3600	12648	12	64.332	2	A553-TYPE1	15.0	3650	12690	12	65.448	1.73	5,353.50	350,376	6,957.00	455,322
1 st Shell Plate	A553-TYPE1	16.0	3600	12649	12	68.628	1	A553-TYPE1	16.0	3650	12690	13	75.634	10.21	5,353.50	404,907	6,957.00	526,186	1st Shell Nozzzle and Openning PAD PLATE 1 Sheet 포함
[OUTER TANK] Shell Plate Total =					72	313.356	Total Qty and Weight =					74	331.373	5.75	5,353.50	1,774,005	6,957.00	2,305,362	(천원)
2. [OUTER TANK] Bottom / Annular / Roof Plate / Compression Ring / Suspended Deck
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Part Name	Material	Shell Course No.			Qty (SHT)	Net WT (Ton)	Thickness Range (mm)			Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
1. Bottom Plate	A553-TYPE1	6.5	2438	6096	99.70	75.640	1	A553-TYPE1	6.5	2438	6096	106	80.348	6.22	5,353.50	430,143	6,957.00	558,981
2. Annular Plate	A553-TYPE1	10.5	2438	6096	24.80	30.440	2	A553-TYPE1	10.5	2438	6096	29	35.525	16.70	5,353.50	190,183	6,957.00	247,147
3. Roof Plate	A516-70	6.5	2438	6096	137.30	104.140	3	A516-70	6.5	2438	6096	147	111.426	7.00	1,312.00	146,191	1,690.00	188,310
4. Comp. Ring	A516-70	45.5	840	4463	34.00	44.962	4	A516-70	45.5	990	4613	36	58.716	30.59	1,312.00	77,035	1,690.00	99,230
5. Suspended Deck	Aluminum OR CS	1.2	2438	6096	1 SET	73.29	5	Aluminum OR CS	1.2	2438	6096	1	73.29	10.00	1,300.00	104,805	1,690.00	136,246	중량 산출근거 : 알루미늄 면적당 : 40.0 kg/m²* 1.832 (m²)
[OUTER TANK] Bottom / Annular / Total =						328.472	Total Qty and Weight =						366.634			948,357	USD	1,229,915	(천원)
[OUTER TANK] Grand Total =						641.828	Grand Total Qty and Weight =						698.007			2,722,362	USD	3,535,277	(천원)

3. PLATE MATERIAL ( 자재내역서 ) at[24].MAT_COST_TABLE = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

PLATE MATERIAL LIST ( 자재구매비 추정금액 )
Tank No. : [301] CAP2 Propane(C3/C4) / INNER TANK

0. Project Description (Tank No.)

1. Design Code

2. Containment System

3. 내외조구분

4. Content

16. SG

18. Design Pressure (MPa)

19. Design temperature (℃)

10. Diameter (mm)

11. Height (mm)

13. CA (mm)

12. Joint Efficiency

14. DLL (mm)

15. HTL (mm)

[301] CAP2 Propane(C3/C4)

API 620

FULL

INNER

LNG

0.604

0

-44

70000

27500

1.5

1

24750

21300

1. [INNER TANK] Shell Plate
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Net WT (Ton)	Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
9 th Shell Plate	A537-CL2+S5	9.525	3052	13746	16	50.192	9	A537-CL2+S5	9.525	3102	13790	17	54.366	8.32	1,541.67	83,814	1,850.00	100,577	Stiff and jig 부착 PAD PLATE 1 Sheet 포함
8 th Shell Plate	A537-CL2+S5	12.0	3056	13746	16	63.312	8	A537-CL2+S5	12.0	3106	13790	16	64.560	1.97	1,541.67	99,530	1,850.00	119,436
7 th Shell Plate	A537-CL2+S5	14.0	3056	13747	16	73.872	7	A537-CL2+S5	14.0	3106	13790	16	75.312	1.95	1,541.67	116,106	1,850.00	139,327
6 th Shell Plate	A537-CL2+S5	18.0	3056	13748	16	94.992	6	A537-CL2+S5	18.0	3106	13790	16	96.832	1.94	1,541.67	149,283	1,850.00	179,139
5 th Shell Plate	A537-CL2+S5	24.0	3056	13749	16	126.656	5	A537-CL2+S5	24.0	3106	13790	16	129.104	1.93	1,541.67	199,036	1,850.00	238,842
4 th Shell Plate	A537-CL2+S5	29.0	3056	13750	16	153.056	4	A537-CL2+S5	29.0	3106	13800	16	156.128	2.01	1,541.67	240,698	1,850.00	288,837
3 rd Shell Plate	A537-CL2+S5	34.0	3056	13751	16	179.456	3	A537-CL2+S5	34.0	3106	13800	16	183.040	2.0	1,541.67	282,187	1,850.00	338,624
2 nd Shell Plate	A537-CL2+S5	38.0	3056	13751	16	200.560	2	A537-CL2+S5	38.0	3106	13800	16	204.576	2.0	1,541.67	315,389	1,850.00	378,466
1 st Shell Plate	A537-CL2+S5	41.0	3056	13752	16	216.416	1	A537-CL2+S5	41.0	3106	13800	17	234.515	8.36	1,541.67	361,545	1,850.00	433,853	1st Shell Nozzzle and Openning PAD PLATE 1 Sheet 포함
[INNER TANK] Shell Plate Total =					144	1158.512	Total Qty and Weight =					146	1198.433	3.45	1,541.67	1,847,588	1,850.00	2,217,101	(천원)
2. [INNER TANK] Bottom / Annular Plate / Stiffener Ring
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Part Name	Material	Shell Course No.			Qty (SHT)	Net WT (Ton)	Thickness Range (mm)			Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
1. Bottom Plate	A537-CL2+S5	8.0	2438	6096	229.80	214.490	1	A537-CL2+S5	8.0	2438	6096	244	227.652	6.14	1,541.67	350,964	1,850.00	421,156
2. Annular Plate	A537-CL2+S5	27.0	2438	6096	31.80	100.240	2	A537-CL2+S5	27.0	2438	6096	37	116.550	16.27	1,541.67	179,682	1,850.00	215,618
6. Stiffener Ring	A537-CL2+S5	L450x9.525+120x9.525 FB 170x12		220.0 (m)	5 Rings	33.961	6	A537-CL2+S5	ref.	역계산	역계산	5	39.055	15.00	5,090.00	198,790	6,108.00	238,548
[INNER TANK] Bottom / Annular / Total =						348.691	Total Qty and Weight =						383.257			729,436	USD	875,322	(천원)
[INNER TANK] Grand Total =						1507.203	Grand Total Qty and Weight =						1581.690			2,577,024	USD	3,092,423	(천원)

3. PLATE MATERIAL ( 자재내역서 ) at[26].MAT_COST_TABLE = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

PLATE MATERIAL LIST ( 자재구매비 추정금액 )
Tank No. : [301] CAP2 Propane(C3/C4) / OUTER TANK

0. Project Description (Tank No.)

1. Design Code

2. Containment System

3. 내외조구분

4. Content

16. SG

18. Design Pressure (MPa)

19. Design temperature (℃)

10. Diameter (mm)

11. Height (mm)

13. CA (mm)

12. Joint Efficiency

14. DLL (mm)

15. HTL (mm)

[301] CAP2 Propane(C3/C4)

API 620

FULL

OUTER

LNG

0.604

0.01962

-44

72000

30000

1.5

1

20189

20189

1. [OUTER TANK] Shell Plate
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Net WT (Ton)	Shell Course No.	Material	Thk. (mm)	Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
10 th Shell Plate	A537-CL2+S5	18.0	3000	12569	18	95.904	10	A537-CL2+S5	18.0	3050	12610	19	103.246	7.66	1,541.67	159,171	1,850.00	191,005	Stiff and jig 부착 PAD PLATE 1 Sheet 포함
9 th Shell Plate	A537-CL2+S5	18.0	3000	12569	18	95.904	9	A537-CL2+S5	18.0	3050	12610	18	97.812	1.99	1,541.67	150,794	1,850.00	180,952
8 th Shell Plate	A537-CL2+S5	18.0	3000	12569	18	95.904	8	A537-CL2+S5	18.0	3050	12610	18	97.812	1.99	1,541.67	150,794	1,850.00	180,952
7 th Shell Plate	A537-CL2+S5	18.0	3000	12569	18	95.904	7	A537-CL2+S5	18.0	3050	12610	18	97.812	1.99	1,541.67	150,794	1,850.00	180,952
6 th Shell Plate	A537-CL2+S5	18.0	3000	12569	18	95.904	6	A537-CL2+S5	18.0	3050	12610	18	97.812	1.99	1,541.67	150,794	1,850.00	180,952
5 th Shell Plate	A537-CL2+S5	19.0	3000	12569	18	101.232	5	A537-CL2+S5	19.0	3050	12610	18	103.248	1.99	1,541.67	159,174	1,850.00	191,009
4 th Shell Plate	A537-CL2+S5	23.0	3000	12570	18	122.562	4	A537-CL2+S5	23.0	3050	12620	18	125.100	2.07	1,541.67	192,863	1,850.00	231,435
3 rd Shell Plate	A537-CL2+S5	26.0	3000	12570	18	138.546	3	A537-CL2+S5	26.0	3050	12620	18	141.408	2.07	1,541.67	218,004	1,850.00	261,605
2 nd Shell Plate	A537-CL2+S5	30.0	3000	12571	18	159.858	2	A537-CL2+S5	30.0	3050	12620	18	163.170	2.07	1,541.67	251,554	1,850.00	301,864
1 st Shell Plate	A537-CL2+S5	34.0	3000	12572	18	181.188	1	A537-CL2+S5	34.0	3050	12620	19	195.187	7.73	1,541.67	300,914	1,850.00	361,096	1st Shell Nozzzle and Openning PAD PLATE 1 Sheet 포함
[OUTER TANK] Shell Plate Total =					180	1182.906	Total Qty and Weight =					182	1222.607	3.36	1,541.67	1,884,857	1,850.00	2,261,823	(천원)
2. [OUTER TANK] Bottom / Annular / Roof Plate / Knuckle / Suspended Deck
Net Weight (설계중량)							Gross Weight (자재구매 중량)							자재구매가격 Shell Plate Purchsing Price					Remark
Part Name	Material	Shell Course No.			Qty (SHT)	Net WT (Ton)	Thickness Range (mm)			Width (mm)	Length (mm)	Qty (SHT)	Gross WT (Ton)	Loss Grs/net Ratio(%)	수입 자재단가 (USD/Ton)	수입 자재금액 (USD)	내수 자재단가 (천원/Ton)	내수 자재금액 (천원)	Remark
1. Bottom Plate	A516-60N+S5	8.0	2438	6096	227.40	212.280	1	A516-60N+S5	8.0	2438	6096	242	225.786	6.36	1,300.00	293,522	1,690.00	381,578
2. Annular Plate	A537-CL2+S5	22.5	2438	6096	49.00	128.710	2	A537-CL2+S5	22.5	2438	6096	57	149.625	16.25	1,541.67	230,672	1,850.00	276,806
3. Roof Plate	A516-70	8.5	2438	6096	305.10	302.600	3	A516-70	8.5	2438	6096	327	324.384	7.20	1,312.00	425,592	1,690.00	548,209
4. Knuckle Plate	A516-70	51.0	2382	5800	39.00	215.712	4	A516-70	51.0	2532	5950	41	247.271	14.63	1,312.00	324,420	1,690.00	417,888
5. Suspended Deck	Aluminum OR CS	1.2	2438	6096	1 SET	162.86	5	Aluminum OR CS	1.2	2438	6096	1	162.86	10.00	1,300.00	232,890	1,690.00	302,757	중량 산출근거 : 알루미늄 면적당 : 40.0 kg/m²* 4.072 (m²)
[OUTER TANK] Bottom / Annular / Total =						1022.162	Total Qty and Weight =						1126.212			1,507,095	USD	1,927,238	(천원)
[OUTER TANK] Grand Total =						2205.068	Grand Total Qty and Weight =						2348.819			3,391,952	USD	4,189,061	(천원)

4. ROOF STRUCTURE ( 자재내역서 ) at[0].CostStr[5] = [ Tank Dia, D = 60(m), SRMAX = 0.9, CA(one side) = 0.0 (mm), RAFTER 등분(NPL) = [7]등분 X RAFTER 1개 길이 = 4.115 (m)
Roof Weight, Wr = 565.478 (Ton), Dome Roof Radius(RR=0.9*D = 54.0 m), Main Rafter 길이 = 28.806(m), Tank 단면적(Atank) = 2827.433(m2),

[Table 2] Beam Force[COM] and Moment[BM] Calculation (Purling Location Beam Stress)														최적 MAIN RAFTER SIZE 계산(찾기)
F0	F1	F2	F3	F4	F5	F6	F7	F8	F9	F10	F11	F12	F13	F14	F15	F16	F17	F18	F19	F20	F21	F22	F23	F24	F25	F26	F27	F28	F29	F30	F31
Rec. No.	From CL degree[i]	호길이 누적(m)	사용안함 SPARE 필드	Radius X (m)	Height Y (m)	XN (m)	F7= XN/RR (rad)	HD (m)	F8 (m)	BM (kN-m)	F10 (kN)	SF (kN)	COM (kN)	id	RAFTER SIZE	Area (cm2)	Sx (cm3)	Unit Wt (kg/m)	fc=COM/A (MPa)	Fc (MPa)	SRc= fc/Fc (MPa)	fb=BM/Sx (MPa)	Fb (MPa)	SRb= fb/Fb (MPa)	SR=SRc+SRb SR < 1.0 OK	(1)Rafter Weight (Ton)	RING Qty (EA)	RIMG LEN/1 EA (mm)	RING LEN(m)	(2)Girder Weight (Ton)	(1)+(2) Total Weight (Ton)
0	3.18474	3.00155		3.000	9.017	0.000		0.000	0.000	0.000	0.693	-3.575	76.720	3	H125X125X6.5X9	30.30	136	23.8	25.320	59.180	0.428	0.000	146.499	0.000	0.428 < 0.9 OK!	7.835	80	235.62	18.85	0.449	8.284
1	7.55106	7.11671		7.096	8.632	4.115	0.07621	4.096	0.385	-21.079	3.878	-6.248	76.644	5	H194X150X6X9	39.01	277	30.6	19.647	75.178	0.261	76.097	137.991	0.551	0.752 < 0.9 OK!	10.074	80	557.33	44.59	1.364	11.438
2	11.91738	11.23187		11.151	7.936	8.230	0.15241	8.151	1.080	-48.077	9.577	-6.489	77.123	8	H346X174X6X9	52.68	642	41.4	14.640	82.465	0.178	74.886	129.769	0.577	0.666 < 0.9 OK!	13.629	80	875.8	70.06	2.901	16.530
3	16.28370	15.34703		15.141	6.934	12.345	0.22862	12.141	2.083	-71.535	17.657	-4.585	78.671	10	H350X175X7X11	63.14	777	49.6	12.460	84.211	0.148	92.066	133.739	0.688	0.762 < 0.9 OK!	16.328	80	1189.19	95.14	4.719	21.047
4	20.65002	19.46219		19.044	5.631	16.461	0.30483	16.044	3.386	-83.431	27.932	-0.947	81.717	10	H350X175X7X11	63.14	777	49.6	12.942	84.211	0.154	107.376	133.739	0.803	0.880 < 0.9 OK!	16.328	80	1495.68	119.65	5.935	22.263
5	25.01635	23.57735		22.835	4.034	20.576	0.38103	19.835	4.982	-77.644	40.162	3.917	86.579	10	H350X175X7X11	63.14	777	49.6	13.712	84.211	0.163	99.928	133.739	0.747	0.829 < 0.9 OK!	16.328	80	1793.48	143.48	7.117	23.445
6	29.38267	27.69251		26.495	2.154	24.691	0.45724	23.495	6.863	-50.300	54.065	9.429	93.448	10	H350X175X7X11	63.14	777	49.6	17.739	82.465	0.215	78.349	129.769	0.604	0.752 < 0.9 OK!	13.629	80	2080.88	166.47	8.257	21.886
7	33.74899	31.80767		30.000	0.000	28.806	0.53345	27.000	9.017	-0.000	69.318	14.970	102.368	10	H350X175X7X11	63.14	777	49.6	33.785	59.180	0.571	0.000	146.499	0.000	0.571 < 0.9 OK!	7.835	0	0	0	0.000	7.835
Max. Bending Moment(BM) and Vertical Axial Force(COM)									MaxBM =	83.431	kN-m	MaxCOM =	102.368	kN														Roof Stru Weight (Ton) =			132.728
									MaxBM =	8.508	ton-m	MaxCOM =	10.439	ton

4. ROOF STRUCTURE ( 자재내역서 ) at[2].CostStr[5] = [ Tank Dia, D = 31.6(m), SRMAX = 0.9, CA(one side) = 0.0 (mm), RAFTER 등분(NPL) = [3]등분 X RAFTER 1개 길이 = 4.687 (m)
Roof Weight, Wr = 156.851 (Ton), Dome Roof Radius(RR=0.8*D = 25.28 m), Main Rafter 길이 = 14.06(m), Tank 단면적(Atank) = 784.267(m2),

[Table 2] Beam Force[COM] and Moment[BM] Calculation (Purling Location Beam Stress)														최적 MAIN RAFTER SIZE 계산(찾기)
F0	F1	F2	F3	F4	F5	F6	F7	F8	F9	F10	F11	F12	F13	F14	F15	F16	F17	F18	F19	F20	F21	F22	F23	F24	F25	F26	F27	F28	F29	F30	F31
Rec. No.	From CL degree[i]	호길이 누적(m)	사용안함 SPARE 필드	Radius X (m)	Height Y (m)	XN (m)	F7= XN/RR (rad)	HD (m)	F8 (m)	BM (kN-m)	F10 (kN)	SF (kN)	COM (kN)	id	RAFTER SIZE	Area (cm2)	Sx (cm3)	Unit Wt (kg/m)	fc=COM/A (MPa)	Fc (MPa)	SRc= fc/Fc (MPa)	fb=BM/Sx (MPa)	Fb (MPa)	SRb= fb/Fb (MPa)	SR=SRc+SRb SR < 1.0 OK	(1)Rafter Weight (Ton)	RING Qty (EA)	RIMG LEN/1 EA (mm)	RING LEN(m)	(2)Girder Weight (Ton)	(1)+(2) Total Weight (Ton)
0	6.81540	3.00709		3.000	5.367	0.000		0.000	0.000	0.000	1.386	-3.071	37.376	3	H125X125X6.5X9	30.30	136	23.8	12.335	44.909	0.275	0.000	141.371	0.000	0.275 < 0.9 OK!	4.462	40	471.24	18.85	0.449	4.911
1	17.43766	7.69383		7.576	4.384	4.687	0.18539	4.576	0.983	-15.907	8.840	-2.796	38.403	5	H194X150X6X9	39.01	277	30.6	9.844	61.256	0.161	57.426	130.834	0.439	0.519 < 0.9 OK!	5.737	40	1189.97	47.6	1.457	7.194
2	28.05993	12.38058		11.892	2.574	9.373	0.37079	8.892	2.793	-19.709	21.783	1.594	43.318	5	H194X150X6X9	39.01	277	30.6	11.104	61.256	0.181	71.152	130.834	0.544	0.634 < 0.9 OK!	5.737	40	1867.93	74.72	2.286	8.023
3	38.68219	17.06733		15.800	0.000	14.060	0.55618	12.800	5.367	0.000	38.455	6.596	53.289	5	H194X150X6X9	39.01	277	30.6	17.587	44.909	0.392	0.000	141.371	0.000	0.392 < 0.9 OK!	4.462	0	0	0	0.000	4.462
Max. Bending Moment(BM) and Vertical Axial Force(COM)									MaxBM =	19.709	kN-m	MaxCOM =	53.289	kN														Roof Stru Weight (Ton) =			24.59
									MaxBM =	2.01	ton-m	MaxCOM =	5.434	ton

4. ROOF STRUCTURE ( 자재내역서 ) at[4].CostStr[5] = [ Tank Dia, D = 41.6(m), SRMAX = 0.9, CA(one side) = 0.0 (mm), RAFTER 등분(NPL) = [5]등분 X RAFTER 1개 길이 = 3.893 (m)
Roof Weight, Wr = 271.832 (Ton), Dome Roof Radius(RR=0.8*D = 33.28 m), Main Rafter 길이 = 19.464(m), Tank 단면적(Atank) = 1359.179(m2),

[Table 2] Beam Force[COM] and Moment[BM] Calculation (Purling Location Beam Stress)														최적 MAIN RAFTER SIZE 계산(찾기)
F0	F1	F2	F3	F4	F5	F6	F7	F8	F9	F10	F11	F12	F13	F14	F15	F16	F17	F18	F19	F20	F21	F22	F23	F24	F25	F26	F27	F28	F29	F30	F31
Rec. No.	From CL degree[i]	호길이 누적(m)	사용안함 SPARE 필드	Radius X (m)	Height Y (m)	XN (m)	F7= XN/RR (rad)	HD (m)	F8 (m)	BM (kN-m)	F10 (kN)	SF (kN)	COM (kN)	id	RAFTER SIZE	Area (cm2)	Sx (cm3)	Unit Wt (kg/m)	fc=COM/A (MPa)	Fc (MPa)	SRc= fc/Fc (MPa)	fb=BM/Sx (MPa)	Fb (MPa)	SRb= fb/Fb (MPa)	SR=SRc+SRb SR < 1.0 OK	(1)Rafter Weight (Ton)	RING Qty (EA)	RIMG LEN/1 EA (mm)	RING LEN(m)	(2)Girder Weight (Ton)	(1)+(2) Total Weight (Ton)
0	5.17190	3.00408		3.000	7.165	0.000		0.000	0.000	0.000	0.990	-3.154	45.826	2	H200X100X5.5X8	27.16	184	21.3	16.873	29.327	0.575	0.000	107.054	0.000	0.575 < 0.9 OK!	4.644	56	336.6	18.85	0.401	5.045
1	11.87396	6.89694		6.848	6.589	3.893	0.11697	3.848	0.577	-15.694	5.159	-4.400	46.002	5	H194X150X6X9	39.01	277	30.6	11.792	80.815	0.146	56.657	140.769	0.402	0.475 < 0.9 OK!	6.671	56	768.31	43.03	1.317	7.988
2	18.57602	10.78980		10.602	5.567	7.786	0.23395	7.602	1.598	-30.688	12.367	-2.907	47.471	5	H194X150X6X9	39.01	277	30.6	12.169	80.815	0.151	110.787	140.769	0.787	0.862 < 0.9 OK!	6.671	56	1189.51	66.61	2.038	8.709
3	25.27807	14.68266		14.211	4.114	11.679	0.35092	11.211	3.051	-35.854	22.220	0.483	51.014	7	H300X150X6.5X9	46.78	481	36.7	10.905	71.266	0.153	74.541	126.960	0.587	0.664 < 0.9 OK!	8.001	56	1594.47	89.29	3.277	11.278
4	31.98013	18.57552		17.626	2.250	15.571	0.46789	14.626	4.915	-25.885	34.183	4.673	57.058	7	H300X150X6.5X9	46.78	481	36.7	14.627	80.815	0.181	93.448	140.769	0.664	0.754 < 0.9 OK!	6.671	56	1977.62	110.75	4.064	10.735
5	38.68219	22.46838		20.800	0.000	19.464	0.58486	17.800	7.165	-0.000	47.603	8.458	65.601	7	H300X150X6.5X9	46.78	481	36.7	24.154	29.327	0.824	0.000	107.054	0.000	0.824 < 0.9 OK!	4.644	0	0	0	0.000	4.644
Max. Bending Moment(BM) and Vertical Axial Force(COM)									MaxBM =	35.854	kN-m	MaxCOM =	65.601	kN														Roof Stru Weight (Ton) =			48.399
									MaxBM =	3.656	ton-m	MaxCOM =	6.689	ton

4. ROOF STRUCTURE ( 자재내역서 ) at[6].CostStr[5] = [ Tank Dia, D = 40(m), SRMAX = 0.9, CA(one side) = 0.0 (mm), RAFTER 등분(NPL) = [4]등분 X RAFTER 1개 길이 = 4.55 (m)
Roof Weight, Wr = 251.324 (Ton), Dome Roof Radius(RR=0.9*D = 36.0 m), Main Rafter 길이 = 18.202(m), Tank 단면적(Atank) = 1256.637(m2),

[Table 2] Beam Force[COM] and Moment[BM] Calculation (Purling Location Beam Stress)														최적 MAIN RAFTER SIZE 계산(찾기)
F0	F1	F2	F3	F4	F5	F6	F7	F8	F9	F10	F11	F12	F13	F14	F15	F16	F17	F18	F19	F20	F21	F22	F23	F24	F25	F26	F27	F28	F29	F30	F31
Rec. No.	From CL degree[i]	호길이 누적(m)	사용안함 SPARE 필드	Radius X (m)	Height Y (m)	XN (m)	F7= XN/RR (rad)	HD (m)	F8 (m)	BM (kN-m)	F10 (kN)	SF (kN)	COM (kN)	id	RAFTER SIZE	Area (cm2)	Sx (cm3)	Unit Wt (kg/m)	fc=COM/A (MPa)	Fc (MPa)	SRc= fc/Fc (MPa)	fb=BM/Sx (MPa)	Fb (MPa)	SRb= fb/Fb (MPa)	SR=SRc+SRb SR < 1.0 OK	(1)Rafter Weight (Ton)	RING Qty (EA)	RIMG LEN/1 EA (mm)	RING LEN(m)	(2)Girder Weight (Ton)	(1)+(2) Total Weight (Ton)
0	4.78019	3.00348		3.000	5.942	0.000		0.000	0.000	0.000	1.066	-3.354	52.907	3	H125X125X6.5X9	30.30	136	23.8	17.461	48.134	0.363	0.000	142.599	0.000	0.363 < 0.9 OK!	5.631	52	362.49	18.85	0.449	6.080
1	12.02239	7.55389		7.499	5.277	4.550	0.12640	4.499	0.664	-19.627	6.663	-4.523	53.227	5	H194X150X6X9	39.01	277	30.6	13.644	64.491	0.212	70.856	132.548	0.535	0.687 < 0.9 OK!	7.240	52	906.06	47.11	1.442	8.682
2	19.26459	12.10430		11.878	4.051	9.101	0.25280	8.878	1.891	-35.089	16.716	-1.707	55.550	7	H300X150X6.5X9	46.78	481	36.7	11.875	54.312	0.219	72.950	114.804	0.635	0.783 < 0.9 OK!	8.683	52	1435.17	74.63	2.739	11.422
3	26.50679	16.65471		16.067	2.282	13.651	0.37920	13.067	3.659	-31.183	30.588	3.718	61.082	7	H300X150X6.5X9	46.78	481	36.7	13.057	54.312	0.240	64.830	114.804	0.565	0.742 < 0.9 OK!	8.683	52	1941.38	100.95	3.705	12.388
4	33.74899	21.20511		20.000	0.000	18.202	0.50560	17.000	5.942	-0.000	47.397	9.964	70.402	7	H300X150X6.5X9	46.78	481	36.7	23.235	48.134	0.483	0.000	142.599	0.000	0.483 < 0.9 OK!	5.631	0	0	0	0.000	5.631
Max. Bending Moment(BM) and Vertical Axial Force(COM)									MaxBM =	35.089	kN-m	MaxCOM =	70.402	kN														Roof Stru Weight (Ton) =			44.203
									MaxBM =	3.578	ton-m	MaxCOM =	7.179	ton

4. ROOF STRUCTURE ( 자재내역서 ) at[10].CostStr[5] = [ Tank Dia, D = 44(m), SRMAX = 0.85, CA(one side) = 0.0 (mm), RAFTER 등분(NPL) = [5]등분 X RAFTER 1개 길이 = 4.152 (m)
Roof Weight, Wr = 339.4 (Ton), Dome Roof Radius(RR=0.8*D = 35.2 m), Main Rafter 길이 = 20.761(m), Tank 단면적(Atank) = 1520.531(m2),

[Table 2] Beam Force[COM] and Moment[BM] Calculation (Purling Location Beam Stress)														최적 MAIN RAFTER SIZE 계산(찾기)
F0	F1	F2	F3	F4	F5	F6	F7	F8	F9	F10	F11	F12	F13	F14	F15	F16	F17	F18	F19	F20	F21	F22	F23	F24	F25	F26	F27	F28	F29	F30	F31
Rec. No.	From CL degree[i]	호길이 누적(m)	사용안함 SPARE 필드	Radius X (m)	Height Y (m)	XN (m)	F7= XN/RR (rad)	HD (m)	F8 (m)	BM (kN-m)	F10 (kN)	SF (kN)	COM (kN)	id	RAFTER SIZE	Area (cm2)	Sx (cm3)	Unit Wt (kg/m)	fc=COM/A (MPa)	Fc (MPa)	SRc= fc/Fc (MPa)	fb=BM/Sx (MPa)	Fb (MPa)	SRb= fb/Fb (MPa)	SR=SRc+SRb SR < 1.0 OK	(1)Rafter Weight (Ton)	RING Qty (EA)	RIMG LEN/1 EA (mm)	RING LEN(m)	(2)Girder Weight (Ton)	(1)+(2) Total Weight (Ton)
0	4.88909	3.00364		3.000	7.594	0.000		0.000	0.000	0.000	1.105	-3.778	57.137	3	H125X125X6.5X9	30.30	136	23.8	18.857	58.196	0.324	0.000	146.168	0.000	0.324 < 0.85 OK!	5.534	56	336.6	18.85	0.449	5.983
1	11.64771	7.15584		7.107	6.997	4.152	0.11796	4.107	0.597	-20.580	6.202	-5.484	57.324	5	H194X150X6X9	39.01	277	30.6	14.695	74.248	0.198	74.296	137.528	0.540	0.639 < 0.85 OK!	7.115	56	797.36	44.65	1.366	8.481
2	18.40633	11.30804		11.115	5.921	8.304	0.23592	8.115	1.673	-40.667	15.170	-3.683	59.112	7	H300X150X6.5X9	46.78	481	36.7	12.636	64.352	0.196	84.547	122.168	0.692	0.790 < 0.85 OK!	8.533	56	1247.05	69.83	2.563	11.096
3	25.16495	15.46024		14.968	4.381	12.457	0.35388	11.968	3.213	-47.776	27.513	0.557	63.516	8	H346X174X6X9	52.68	642	41.4	12.057	81.582	0.148	74.417	129.139	0.576	0.650 < 0.85 OK!	9.626	56	1679.4	94.05	3.894	13.520
4	31.92357	19.61243		18.613	2.398	16.609	0.47184	15.613	5.196	-34.598	42.546	5.837	71.090	8	H346X174X6X9	52.68	642	41.4	15.197	64.352	0.236	71.929	122.168	0.589	0.760 < 0.85 OK!	8.533	56	2088.41	116.95	4.842	13.375
5	38.68219	23.76463		22.000	0.000	20.761	0.58980	19.000	7.594	-0.000	59.436	10.616	81.840	8	H346X174X6X9	52.68	642	41.4	27.010	58.196	0.464	0.000	146.168	0.000	0.464 < 0.85 OK!	5.534	0	0	0	0.000	5.534
Max. Bending Moment(BM) and Vertical Axial Force(COM)									MaxBM =	47.776	kN-m	MaxCOM =	81.84	kN														Roof Stru Weight (Ton) =			57.989
									MaxBM =	4.872	ton-m	MaxCOM =	8.345	ton

4. ROOF STRUCTURE ( 자재내역서 ) at[14].CostStr[5] = [ Tank Dia, D = 64.2(m), SRMAX = 0.9, CA(one side) = 0.0 (mm), RAFTER 등분(NPL) = [7]등분 X RAFTER 1개 길이 = 4.433 (m)
Roof Weight, Wr = 647.416 (Ton), Dome Roof Radius(RR=0.9*D = 57.78 m), Main Rafter 길이 = 31.033(m), Tank 단면적(Atank) = 3237.128(m2),

[Table 2] Beam Force[COM] and Moment[BM] Calculation (Purling Location Beam Stress)														최적 MAIN RAFTER SIZE 계산(찾기)
F0	F1	F2	F3	F4	F5	F6	F7	F8	F9	F10	F11	F12	F13	F14	F15	F16	F17	F18	F19	F20	F21	F22	F23	F24	F25	F26	F27	F28	F29	F30	F31
Rec. No.	From CL degree[i]	호길이 누적(m)	사용안함 SPARE 필드	Radius X (m)	Height Y (m)	XN (m)	F7= XN/RR (rad)	HD (m)	F8 (m)	BM (kN-m)	F10 (kN)	SF (kN)	COM (kN)	id	RAFTER SIZE	Area (cm2)	Sx (cm3)	Unit Wt (kg/m)	fc=COM/A (MPa)	Fc (MPa)	SRc= fc/Fc (MPa)	fb=BM/Sx (MPa)	Fb (MPa)	SRb= fb/Fb (MPa)	SR=SRc+SRb SR < 1.0 OK	(1)Rafter Weight (Ton)	RING Qty (EA)	RIMG LEN/1 EA (mm)	RING LEN(m)	(2)Girder Weight (Ton)	(1)+(2) Total Weight (Ton)
0	2.97620	3.00135		3.000	9.659	0.000		0.000	0.000	0.000	0.660	-3.684	83.581	3	H125X125X6.5X9	30.30	136	23.8	27.584	50.988	0.541	0.000	143.648	0.000	0.541 < 0.9 OK!	8.862	84	224.4	18.85	0.449	9.311
1	7.37231	7.43462		7.414	9.259	4.433	0.07673	4.414	0.400	-24.135	4.032	-6.736	83.485	5	H194X150X6X9	39.01	277	30.6	21.401	67.308	0.318	87.130	134.012	0.650	0.896 < 0.9 OK!	11.395	84	554.57	46.58	1.425	12.820
2	11.76842	11.86788		11.785	8.523	8.867	0.15345	8.785	1.137	-55.731	10.187	-7.090	83.978	8	H346X174X6X9	52.68	642	41.4	15.941	74.938	0.213	86.808	124.353	0.698	0.833 < 0.9 OK!	15.416	84	881.49	74.04	3.065	18.481
3	16.16454	16.30115		16.086	7.453	13.300	0.23018	13.086	2.206	-83.470	18.980	-5.061	85.636	15	H396X199X7X11	72.16	1010	56.6	11.868	89.086	0.133	82.644	135.272	0.611	0.678 < 0.9 OK!	21.076	84	1203.21	101.07	5.721	26.797
4	20.56065	20.73441		20.292	6.057	17.733	0.30691	17.292	3.603	-97.743	30.205	-1.100	88.938	15	H396X199X7X11	72.16	1010	56.6	12.325	89.086	0.138	96.775	135.272	0.715	0.785 < 0.9 OK!	21.076	84	1517.86	127.5	7.217	28.293
5	24.95676	25.16768		24.379	4.342	22.166	0.38363	21.379	5.317	-91.201	43.597	4.228	94.243	15	H396X199X7X11	72.16	1010	56.6	13.060	89.086	0.147	90.298	135.272	0.668	0.741 < 0.9 OK!	21.076	84	1823.57	153.18	8.670	29.746
6	29.35288	29.60094		28.323	2.319	26.600	0.46036	25.323	7.340	-59.185	58.843	10.280	101.763	15	H396X199X7X11	72.16	1010	56.6	16.117	76.782	0.210	76.171	128.782	0.591	0.736 < 0.9 OK!	18.470	84	2118.56	177.96	10.072	28.542
7	33.74899	34.03421		32.100	0.000	31.033	0.53709	29.100	9.659	-0.000	75.583	16.368	111.551	15	H396X199X7X11	72.16	1010	56.6	36.816	50.988	0.722	0.000	143.648	0.000	0.722 < 0.9 OK!	8.862	0	0	0	0.000	8.862
Max. Bending Moment(BM) and Vertical Axial Force(COM)									MaxBM =	97.743	kN-m	MaxCOM =	111.551	kN														Roof Stru Weight (Ton) =			162.852
									MaxBM =	9.967	ton-m	MaxCOM =	11.375	ton

4. ROOF STRUCTURE ( 자재내역서 ) at[18].CostStr[5] = [ Tank Dia, D = 62(m), SRMAX = 0.9, CA(one side) = 0.0 (mm), RAFTER 등분(NPL) = [7]등분 X RAFTER 1개 길이 = 4.355 (m)
Roof Weight, Wr = 603.805 (Ton), Dome Roof Radius(RR=0.8*D = 49.6 m), Main Rafter 길이 = 30.485(m), Tank 단면적(Atank) = 3019.071(m2),

[Table 2] Beam Force[COM] and Moment[BM] Calculation (Purling Location Beam Stress)														최적 MAIN RAFTER SIZE 계산(찾기)
F0	F1	F2	F3	F4	F5	F6	F7	F8	F9	F10	F11	F12	F13	F14	F15	F16	F17	F18	F19	F20	F21	F22	F23	F24	F25	F26	F27	F28	F29	F30	F31
Rec. No.	From CL degree[i]	호길이 누적(m)	사용안함 SPARE 필드	Radius X (m)	Height Y (m)	XN (m)	F7= XN/RR (rad)	HD (m)	F8 (m)	BM (kN-m)	F10 (kN)	SF (kN)	COM (kN)	id	RAFTER SIZE	Area (cm2)	Sx (cm3)	Unit Wt (kg/m)	fc=COM/A (MPa)	Fc (MPa)	SRc= fc/Fc (MPa)	fb=BM/Sx (MPa)	Fb (MPa)	SRb= fb/Fb (MPa)	SR=SRc+SRb SR < 1.0 OK	(1)Rafter Weight (Ton)	RING Qty (EA)	RIMG LEN/1 EA (mm)	RING LEN(m)	(2)Girder Weight (Ton)	(1)+(2) Total Weight (Ton)
0	3.46759	3.00183		3.000	10.790	0.000		0.000	0.000	0.000	0.693	-3.591	70.730	3	H125X125X6.5X9	30.30	136	23.8	23.343	52.940	0.441	0.000	144.347	0.000	0.441 < 0.9 OK!	8.292	80	235.62	18.85	0.449	8.741
1	8.49824	7.35679		7.330	10.336	4.355	0.08780	4.330	0.454	-22.719	4.138	-6.373	70.652	5	H194X150X6X9	39.01	277	30.6	18.111	69.211	0.262	82.018	134.988	0.608	0.802 < 0.9 OK!	10.661	80	575.68	46.05	1.409	12.070
2	13.52890	11.71174		11.603	9.505	8.710	0.17560	8.603	1.285	-51.622	10.370	-6.485	71.279	8	H346X174X6X9	52.68	642	41.4	13.531	76.769	0.176	80.408	125.682	0.640	0.728 < 0.9 OK!	14.424	80	911.31	72.91	3.018	17.442
3	18.55956	16.06670		15.787	8.301	13.065	0.26340	12.787	2.489	-75.922	19.196	-4.343	73.245	10	H350X175X7X11	63.14	777	49.6	11.600	78.591	0.148	97.712	129.998	0.752	0.825 < 0.9 OK!	17.281	80	1239.92	99.19	4.920	22.201
4	23.59022	20.42166		19.850	6.736	17.420	0.35121	16.850	4.054	-87.018	30.346	-0.531	77.044	15	H396X199X7X11	72.16	1010	56.6	10.677	90.713	0.118	86.156	136.412	0.632	0.690 < 0.9 OK!	19.719	80	1558.98	124.72	7.059	26.778
5	28.62087	24.77661		23.759	4.820	21.775	0.43901	20.759	5.970	-79.146	43.477	4.242	82.991	15	H396X199X7X11	72.16	1010	56.6	13.144	78.591	0.167	101.861	129.998	0.784	0.867 < 0.9 OK!	17.281	80	1866.03	149.28	8.449	25.730
6	33.65153	29.13157		27.485	2.569	26.130	0.52681	24.485	8.221	-49.815	58.184	9.191	91.193	15	H396X199X7X11	72.16	1010	56.6	17.311	76.769	0.225	77.593	125.682	0.617	0.774 < 0.9 OK!	14.424	80	2158.7	172.7	9.775	24.199
7	38.68219	33.48652		31.000	0.000	30.485	0.61461	28.000	10.790	0.000	74.016	13.518	101.543	15	H396X199X7X11	72.16	1010	56.6	33.513	52.940	0.633	0.000	144.347	0.000	0.633 < 0.9 OK!	8.292	0	0	0	0.000	8.292
Max. Bending Moment(BM) and Vertical Axial Force(COM)									MaxBM =	87.018	kN-m	MaxCOM =	101.543	kN														Roof Stru Weight (Ton) =			145.453
									MaxBM =	8.873	ton-m	MaxCOM =	10.355	ton

4. ROOF STRUCTURE ( 자재내역서 ) at[22].CostStr[5] = [ Tank Dia, D = 48.3(m), SRMAX = 0.85, CA(one side) = 0.0 (mm), RAFTER 등분(NPL) = [5]등분 X RAFTER 1개 길이 = 4.521 (m)
Roof Weight, Wr = 366.444 (Ton), Dome Roof Radius(RR=0.9*D = 43.47 m), Main Rafter 길이 = 22.603(m), Tank 단면적(Atank) = 1832.248(m2),

[Table 2] Beam Force[COM] and Moment[BM] Calculation (Purling Location Beam Stress)														최적 MAIN RAFTER SIZE 계산(찾기)
F0	F1	F2	F3	F4	F5	F6	F7	F8	F9	F10	F11	F12	F13	F14	F15	F16	F17	F18	F19	F20	F21	F22	F23	F24	F25	F26	F27	F28	F29	F30	F31
Rec. No.	From CL degree[i]	호길이 누적(m)	사용안함 SPARE 필드	Radius X (m)	Height Y (m)	XN (m)	F7= XN/RR (rad)	HD (m)	F8 (m)	BM (kN-m)	F10 (kN)	SF (kN)	COM (kN)	id	RAFTER SIZE	Area (cm2)	Sx (cm3)	Unit Wt (kg/m)	fc=COM/A (MPa)	Fc (MPa)	SRc= fc/Fc (MPa)	fb=BM/Sx (MPa)	Fb (MPa)	SRb= fb/Fb (MPa)	SR=SRc+SRb SR < 1.0 OK	(1)Rafter Weight (Ton)	RING Qty (EA)	RIMG LEN/1 EA (mm)	RING LEN(m)	(2)Girder Weight (Ton)	(1)+(2) Total Weight (Ton)
0	3.95731	3.00239		3.000	7.222	0.000		0.000	0.000	0.000	0.866	-3.447	62.379	3	H125X125X6.5X9	30.30	136	23.8	20.587	48.833	0.422	0.000	142.859	0.000	0.422 < 0.85 OK!	6.886	64	294.52	18.85	0.449	7.335
1	9.91564	7.52294		7.485	6.676	4.521	0.10399	4.485	0.546	-21.495	5.394	-5.443	62.464	5	H194X150X6X9	39.01	277	30.6	16.012	65.185	0.246	77.599	132.911	0.584	0.765 < 0.85 OK!	8.854	64	734.88	47.03	1.439	10.293
2	15.87398	12.04350		11.890	5.668	9.041	0.20799	8.890	1.554	-44.001	13.611	-3.995	63.808	8	H346X174X6X9	52.68	642	41.4	12.112	72.888	0.166	68.537	122.854	0.558	0.641 < 0.85 OK!	11.979	64	1167.3	74.71	3.093	15.072
3	21.83232	16.56406		16.166	4.208	13.562	0.31198	13.166	3.014	-53.572	25.161	0.125	67.345	8	H346X174X6X9	52.68	642	41.4	12.784	72.888	0.175	83.445	122.854	0.679	0.767 < 0.85 OK!	11.979	64	1587.11	101.57	4.205	16.184
4	27.79065	21.08462		20.268	2.312	18.082	0.41597	17.268	4.910	-40.428	39.547	5.861	73.701	8	H346X174X6X9	52.68	642	41.4	13.990	72.888	0.192	62.972	122.854	0.513	0.609 < 0.85 OK!	11.979	64	1989.76	127.34	5.272	17.251
5	33.74899	25.60518		24.150	0.000	22.603	0.51996	21.150	7.222	0.000	56.150	11.983	83.135	8	H346X174X6X9	52.68	642	41.4	27.437	48.833	0.562	0.000	142.859	0.000	0.562 < 0.85 OK!	6.886	0	0	0	0.000	6.886
Max. Bending Moment(BM) and Vertical Axial Force(COM)									MaxBM =	53.572	kN-m	MaxCOM =	83.135	kN														Roof Stru Weight (Ton) =			73.021
									MaxBM =	5.463	ton-m	MaxCOM =	8.477	ton

4. ROOF STRUCTURE ( 자재내역서 ) at[26].CostStr[5] = [ Tank Dia, D = 72(m), SRMAX = 0.9, CA(one side) = 0.0 (mm), RAFTER 등분(NPL) = [8]등분 X RAFTER 1개 길이 = 4.396 (m)
Roof Weight, Wr = 814.288 (Ton), Dome Roof Radius(RR=0.9*D = 64.8 m), Main Rafter 길이 = 35.168(m), Tank 단면적(Atank) = 4071.504(m2),

[Table 2] Beam Force[COM] and Moment[BM] Calculation (Purling Location Beam Stress)														최적 MAIN RAFTER SIZE 계산(찾기)
F0	F1	F2	F3	F4	F5	F6	F7	F8	F9	F10	F11	F12	F13	F14	F15	F16	F17	F18	F19	F20	F21	F22	F23	F24	F25	F26	F27	F28	F29	F30	F31
Rec. No.	From CL degree[i]	호길이 누적(m)	사용안함 SPARE 필드	Radius X (m)	Height Y (m)	XN (m)	F7= XN/RR (rad)	HD (m)	F8 (m)	BM (kN-m)	F10 (kN)	SF (kN)	COM (kN)	id	RAFTER SIZE	Area (cm2)	Sx (cm3)	Unit Wt (kg/m)	fc=COM/A (MPa)	Fc (MPa)	SRc= fc/Fc (MPa)	fb=BM/Sx (MPa)	Fb (MPa)	SRb= fb/Fb (MPa)	SR=SRc+SRb SR < 1.0 OK	(1)Rafter Weight (Ton)	RING Qty (EA)	RIMG LEN/1 EA (mm)	RING LEN(m)	(2)Girder Weight (Ton)	(1)+(2) Total Weight (Ton)
0	2.65353	3.00107		3.000	10.851	0.000		0.000	0.000	0.000	0.578	-3.679	91.868	3	H125X125X6.5X9	30.30	136	23.8	30.319	51.909	0.584	0.000	143.980	0.000	0.584 < 0.9 OK!	10.044	96	196.35	18.85	0.449	10.493
1	6.54046	7.39709		7.381	10.498	4.396	0.06784	4.381	0.352	-24.361	3.497	-6.998	91.739	7	H300X150X6.5X9	46.78	481	36.7	19.611	58.103	0.338	50.647	117.654	0.430	0.720 < 0.9 OK!	15.488	96	483.09	46.38	1.702	17.190
2	10.42740	11.79311		11.728	9.850	8.792	0.13568	8.728	1.001	-58.067	8.828	-7.958	92.019	8	H346X174X6X9	52.68	642	41.4	17.468	75.805	0.230	90.447	124.983	0.724	0.874 < 0.9 OK!	17.471	96	767.6	73.69	3.051	20.522
3	14.31433	16.18912		16.021	8.908	13.188	0.20352	13.021	1.942	-91.171	16.475	-6.768	93.158	15	H396X199X7X11	72.16	1010	56.6	12.910	89.858	0.144	90.268	135.813	0.665	0.736 < 0.9 OK!	23.886	96	1048.59	100.66	5.698	29.584
4	18.20126	20.58514		20.241	7.678	17.584	0.27136	17.241	3.173	-114.872	26.295	-3.739	95.553	16	H400X200X8X13	84.12	1190	66.0	11.359	91.070	0.125	96.531	138.613	0.696	0.759 < 0.9 OK!	27.853	96	1324.75	127.18	8.394	36.247
5	22.08819	24.98116		24.367	6.164	21.980	0.33920	21.367	4.686	-121.914	38.109	0.740	99.522	16	H400X200X8X13	84.12	1190	66.0	11.831	91.070	0.130	102.449	138.613	0.739	0.804 < 0.9 OK!	27.853	96	1594.81	153.1	10.105	37.958
6	25.97512	29.37717		28.381	4.374	26.376	0.40704	25.381	6.476	-106.915	51.699	6.209	105.295	16	H400X200X8X13	84.12	1190	66.0	14.592	89.858	0.162	105.856	135.813	0.779	0.861 < 0.9 OK!	23.886	96	1857.54	178.32	11.769	35.655
7	29.86206	33.77319		32.265	2.316	30.772	0.47488	29.265	8.534	-66.608	66.816	12.167	113.001	16	H400X200X8X13	84.12	1190	66.0	17.897	77.639	0.231	85.725	129.359	0.663	0.820 < 0.9 OK!	20.932	96	2111.73	202.73	13.380	34.312
8	33.74899	38.16921		36.000	0.000	35.168	0.54272	33.000	10.851	-0.000	83.182	18.086	122.658	16	H400X200X8X13	84.12	1190	66.0	40.481	51.909	0.780	0.000	143.980	0.000	0.780 < 0.9 OK!	10.044	0	0	0	0.000	10.044
Max. Bending Moment(BM) and Vertical Axial Force(COM)									MaxBM =	121.914	kN-m	MaxCOM =	122.658	kN														Roof Stru Weight (Ton) =			232.005
									MaxBM =	12.432	ton-m	MaxCOM =	12.508	ton

5. 용접봉 견적원가내역서 at[0].CostStr[5] = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

1. Welding MAP / Welding 공수 / 용접봉 금액 ( API 650 SEC. 8) ( VPDM Method)       [링컨 용접봉 Web calculation] 평판 용접자세 (1G~4G) [인터넷 자료]

A. TK-001 (VPDM) TANK Net Weight (설계중량) 　　D= 60 (m), H= 23 (m)							Horizontal Weld (수평용접 : 2G) [자동:SAW or 수동:SMAW] [용착효율:SAW (95%) / 수동:SMAW (60%)]						Vertical Weld (수직용접) [ FCAW 용착효율: (90%) ]						합계중량	REMARK	[새창에서] A. TK-001 (VPDM) TANK 큰 이미지 로 보기 [새창에서] PDF 도면 보기 [새창에서] SHOP_WPS_PQR_SUMBAWA_50K PDF 보기
No.	Material	Thickness (mm)	Width (mm)	Length (mm)	Qty (SHT)	Weight (Ton)	Joint No.	수평용접 총길이 (m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	Joint No.	shCirQty=[16] 수직용접 총길이 VL = 16 PCS * Each S.W(m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	수평+수직 용접봉중량 (kg)	REMARK
12	A516-70 (Comp. Ring+Top Shell)	8.0	1000	11782	16	11.840	2G-H12	188	37.63	55.53	95	58.45	3G-V12	1m *16= 16 m	-1.00	-0.13	90	-0.14	58.31
11	A516-70	9.5	2000	11782	16	28.112	2G-H11	188	-1.00	-1.48	95	-1.56	3G-V11	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
10	A516-70	13.5	2000	11783	16	39.952	2G-H10	188	-1.00	-1.48	95	-1.56	3G-V10	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
9	A516-70	17.5	2000	11784	16	51.808	2G-H9	188	-1.00	-1.48	95	-1.56	3G-V9	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
8	A516-70	21.5	2000	11785	16	63.648	2G-H8	188	-1.00	-1.48	95	-1.56	3G-V8	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
7	A516-70	25.5	2000	11785	16	75.488	2G-H7	188	-1.00	-1.48	95	-1.56	3G-V7	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
6	A516-70	29.5	2000	11786	16	87.344	2G-H6	188	-1.00	-1.48	95	-1.56	3G-V6	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
5	A516-70	33.5	2000	11787	16	99.184	2G-H5	188	-1.00	-1.48	95	-1.56	3G-V5	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
4	A516-70	37.5	2000	11788	16	111.040	2G-H4	188	-1.00	-1.48	95	-1.56	3G-V4	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
3	A516-70	47.5	2000	11790	16	140.672	2G-H3	188	-1.00	-1.48	95	-1.56	3G-V3	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
2	A537-CL2	36.5	2000	11788	16	108.080	2G-H2	188	-1.00	-1.48	95	-1.56	3G-V2	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
1	A537-CL2	39.5	2000	11788	16	116.960	2G-H1	188	-1.00	-1.48	98	-1.56	3G-V1	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
A)	1st Shell + Annular Plate	t1st= 39.5 tAnn= 26	2000	11788	N/A	N/A	1F-An	188.0	382.26	564.14	60	940.23	-	-	-	-	-	-	-1.56
A. TK-001 (VPDM) TANK Total =					192	934.1	HLEN =	2444.0	408.89	603.39	98	981.52	VLEN =	368.000	-12.00	-2.88	90	-3.22	978.30

2. WELD METAL PURCHASING COST / 용접봉 구매 비용

A. TK-001 (VPDM) TANK, D= 60 (m), H= 23 (m)								1. Weld Metal Estimate Weight and Price (천원) 2. [WPS/PQR/Welding Positioon/ 용접홈 / 탱크용접공부 / MORE DETAIL] 3.용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 106 × L(m) × (100/용착효율)
Welding Location (ITEM NAME)	Shell Plate Main Material	Thickness 1st ~ top shell (mm)	Width (Height) W(mm)	Length L(mm)	Circum. QTY(PCS)	QTY (PCS)	BASE Metal Weight (Ton)	Welding Process ( Position )	총길이 L(m)	용접부 단면적 A(mm²)	용착 효율 (%)	용접봉 발주예상 중량(kg)	단가 (원/kg)	할증 Loss 포함	총 구매 예상금액 (천원)	Remark
1. SHELL PLATE (1st ~ 12th)	A537-CL2	t 39.5 ~ 8	23000	11788	16	192	934.1	SAW-2G (수평용접)	2444.0	408.89	98.0	981.52	6600	1.00	5,987	SAW WIRE (LNS NiCrMo60/16) ø2.4 ERNiCrMo-4
위 와 동일, FLUX 중량(kg) = SAW중량 × 120%								FLUX (For SAW-2G)	SAW중량×120%=			1177.82	3500	1.00	4,122	SAW FLUX (P2007)
위 와 동일								FCAW-3G (수직용접)	368.0	-12.00	90.0	-3.22	6100	1.00	-20	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
2. BOTTOM PLATE	A283-C	t 9.5×ø57622	2438	6096	N/A	N/A	194.47	FCAW FILLET (2F)	935.2	54.15	90.0	442.00	6100	1.00	2,696	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
3. ANNULAR PLATE	A537-CL2	t 26×(ø60262 - ø57522)		1370	N/A	32	51.73	SMAW V-GROOVE (1G+4G)	43.8	418.60	60.0	240.1	59000	1.00	14,166	SMAW(NYLOID 2) ø4.0 ENiCrMo-6
4. WIND STIFFENER	A537-CL2	L150x15		11788	16	2 개소 (양쪽필렛연속)	6.68	FCAW FILLET (2F+4F) 양면필렛연속용접	377.0	270.00	90.0	887.83	3200	1.00	2,841	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
5.1 ROOF PLATE	A516-60	t 5, RR=54000	2356	4115	N/A	N/A	124.89	FCAW(1G) BUTT OR SINGLE LAP	3130.8	14.58	70.0	511.90	3200	1.00	1,638	FCAW ROOF (OD 1.4 DS 7100), About Unit Price = 3200 (원/kg)
5.2 ROOF PLATE to Rafter/Girder	A36	H396X199X7X11	28806(L)	80 Rafters + 7 Rings(L:826.3m)			177.2	FCAW (4F) ø1.2 DS7100 E71T-1C	3130.8	29.16	70.0	1023.80	3200	1.00	3,276	FCAW(DS7100), About Unit Price = 3200 (원/kg)
A. TK-001 (VPDM) TANK Weld Metal Total =												5081.65	kg		34,706	(천원)

Note
1. 평판 용접자세 (1G~4G) [인터넷 자료]
2. 용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 10⁶ × L(m) × (100/용착효율)

A) 링컨 X-Groove 용접부 단면적 계산

B) 또 다른 용접부 단면적 계산

5. 용접봉 견적원가내역서 at[2].CostStr[5] = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

1. Welding MAP / Welding 공수 / 용접봉 금액 ( API 650 SEC. 8) ( 1-Foot Method)       [링컨 용접봉 Web calculation] 평판 용접자세 (1G~4G) [인터넷 자료]

A. TK-001 (VPDM) TANK Net Weight (설계중량) 　　D= 60 (m), H= 23 (m)							Horizontal Weld (수평용접 : 2G) [자동:SAW or 수동:SMAW] [용착효율:SAW (95%) / 수동:SMAW (60%)]						Vertical Weld (수직용접) [ FCAW 용착효율: (90%) ]						합계중량	REMARK	[새창에서] A. TK-001 (VPDM) TANK 큰 이미지 로 보기 [새창에서] PDF 도면 보기 [새창에서] SHOP_WPS_PQR_SUMBAWA_50K PDF 보기
No.	Material	Thickness (mm)	Width (mm)	Length (mm)	Qty (SHT)	Weight (Ton)	Joint No.	수평용접 총길이 (m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	Joint No.	shCirQty=[16] 수직용접 총길이 VL = 16 PCS * Each S.W(m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	수평+수직 용접봉중량 (kg)	REMARK
12	A516-70 (Comp. Ring+Top Shell)	8.0	1000	11782	16	11.840	2G-H12	188	37.63	55.53	95	58.45	3G-V12	1m *16= 16 m	-1.00	-0.13	90	-0.14	58.31
11	A516-70	9.5	2000	11782	16	28.112	2G-H11	188	-1.00	-1.48	95	-1.56	3G-V11	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
10	A516-70	13.5	2000	11783	16	39.952	2G-H10	188	-1.00	-1.48	95	-1.56	3G-V10	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
9	A516-70	17.5	2000	11784	16	51.808	2G-H9	188	-1.00	-1.48	95	-1.56	3G-V9	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
8	A516-70	21.5	2000	11785	16	63.648	2G-H8	188	-1.00	-1.48	95	-1.56	3G-V8	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
7	A516-70	25.5	2000	11785	16	75.488	2G-H7	188	-1.00	-1.48	95	-1.56	3G-V7	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
6	A516-70	29.5	2000	11786	16	87.344	2G-H6	188	-1.00	-1.48	95	-1.56	3G-V6	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
5	A516-70	33.5	2000	11787	16	99.184	2G-H5	188	-1.00	-1.48	95	-1.56	3G-V5	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
4	A516-70	37.5	2000	11788	16	111.040	2G-H4	188	-1.00	-1.48	95	-1.56	3G-V4	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
3	A516-70	47.5	2000	11790	16	140.672	2G-H3	188	-1.00	-1.48	95	-1.56	3G-V3	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
2	A537-CL2	36.5	2000	11788	16	108.080	2G-H2	188	-1.00	-1.48	95	-1.56	3G-V2	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
1	A537-CL2	39.5	2000	11788	16	116.960	2G-H1	188	-1.00	-1.48	98	-1.56	3G-V1	2m *16= 32 m	-1.00	-0.25	90	-0.28	-1.84
A)	1st Shell + Annular Plate	t1st= 39.5 tAnn= 26	2000	11788	N/A	N/A	1F-An	188.0	382.26	564.14	60	940.23	-	-	-	-	-	-	-1.56
A. TK-001 (VPDM) TANK Total =					192	934.1	HLEN =	2444.0	408.89	603.39	98	981.52	VLEN =	368.000	-12.00	-2.88	90	-3.22	978.30
B. Turkey SECL (1 ONE-FOOT) TANK Net Weight (설계중량) 　　D= 31.6 (m), H= 15.2 (m)							Horizontal Weld (수평용접 : 2G) [자동:SAW or 수동:SMAW] [용착효율:SAW (95%) / 수동:SMAW (60%)]						Vertical Weld (수직용접) [ FCAW 용착효율: (90%) ]						합계중량	REMARK	[새창에서] B. Turkey SECL (1 ONE-FOOT) TANK 큰 이미지 로 보기 [새창에서] PDF 도면 보기 [새창에서] SHOP_WPS_PQR_SUMBAWA_50K PDF 보기
No.	Material	Thickness (mm)	Width (mm)	Length (mm)	Qty (SHT)	Weight (Ton)	Joint No.	수평용접 총길이 (m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	Joint No.	shCirQty=[6] 수직용접 총길이 VL = 6 PCS * Each S.W(m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	수평+수직 용접봉중량 (kg)	REMARK
7	A516-70 (Comp. Ring+Top Shell)	8.5	800	16550	6	5.298	2G-H7	99	42.48	33.01	95	34.75	3G-V7	0.8m *6= 4.8 m	-1.00	-0.04	90	-0.04	34.71
6	A516-70	6.0	2400	16548	6	11.226	2G-H6	99	-1.00	-0.78	95	-0.82	3G-V6	2.4m *6= 14.4 m	-1.00	-0.11	90	-0.12	-0.94
5	A516-70	7.0	2400	16549	6	13.092	2G-H5	99	-1.00	-0.78	95	-0.82	3G-V5	2.4m *6= 14.4 m	-1.00	-0.11	90	-0.12	-0.94
4	A516-70	9.0	2400	16550	6	16.836	2G-H4	99	-1.00	-0.78	95	-0.82	3G-V4	2.4m *6= 14.4 m	-1.00	-0.11	90	-0.12	-0.94
3	A516-70	11.5	2400	16551	6	21.516	2G-H3	99	-1.00	-0.78	95	-0.82	3G-V3	2.4m *6= 14.4 m	-1.00	-0.11	90	-0.12	-0.94
2	A516-70	13.5	2400	16552	6	25.260	2G-H2	99	-1.00	-0.78	95	-0.82	3G-V2	2.4m *6= 14.4 m	-1.00	-0.11	90	-0.12	-0.94
1	A516-70	15.5	2400	16553	6	29.004	2G-H1	99	-1.00	-0.78	98	-0.82	3G-V1	2.4m *6= 14.4 m	-1.00	-0.11	90	-0.12	-0.94
A)	1st Shell + Annular Plate	t1st= 15.5 tAnn= 10.5	2400	16553	N/A	N/A	1F-An	99.0	58.86	45.74	60	76.23	-	-	-	-	-	-	-0.82
B. Turkey SECL (1 ONE-FOOT) TANK Total =					42	122.2	HLEN =	792.0	95.34	74.07	98	106.06	VLEN =	91.200	-7.00	-0.70	90	-0.76	105.30

2. WELD METAL PURCHASING COST / 용접봉 구매 비용

A. TK-001 (VPDM) TANK, D= 60 (m), H= 23 (m)								1. Weld Metal Estimate Weight and Price (천원) 2. [WPS/PQR/Welding Positioon/ 용접홈 / 탱크용접공부 / MORE DETAIL] 3.용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 106 × L(m) × (100/용착효율)
Welding Location (ITEM NAME)	Shell Plate Main Material	Thickness 1st ~ top shell (mm)	Width (Height) W(mm)	Length L(mm)	Circum. QTY(PCS)	QTY (PCS)	BASE Metal Weight (Ton)	Welding Process ( Position )	총길이 L(m)	용접부 단면적 A(mm²)	용착 효율 (%)	용접봉 발주예상 중량(kg)	단가 (원/kg)	할증 Loss 포함	총 구매 예상금액 (천원)	Remark
1. SHELL PLATE (1st ~ 12th)	A537-CL2	t 39.5 ~ 8	23000	11788	16	192	934.1	SAW-2G (수평용접)	2444.0	408.89	98.0	981.52	6600	1.00	5,987	SAW WIRE (LNS NiCrMo60/16) ø2.4 ERNiCrMo-4
위 와 동일, FLUX 중량(kg) = SAW중량 × 120%								FLUX (For SAW-2G)	SAW중량×120%=			1177.82	3500	1.00	4,122	SAW FLUX (P2007)
위 와 동일								FCAW-3G (수직용접)	368.0	-12.00	90.0	-3.22	6100	1.00	-20	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
2. BOTTOM PLATE	A283-C	t 9.5×ø57622	2438	6096	N/A	N/A	194.47	FCAW FILLET (2F)	935.2	54.15	90.0	442.00	6100	1.00	2,696	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
3. ANNULAR PLATE	A537-CL2	t 26×(ø60262 - ø57522)		1370	N/A	32	51.73	SMAW V-GROOVE (1G+4G)	43.8	418.60	60.0	240.1	59000	1.00	14,166	SMAW(NYLOID 2) ø4.0 ENiCrMo-6
4. WIND STIFFENER	A537-CL2	L150x15		11788	16	2 개소 (양쪽필렛연속)	6.68	FCAW FILLET (2F+4F) 양면필렛연속용접	377.0	270.00	90.0	887.83	3200	1.00	2,841	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
5.1 ROOF PLATE	A516-60	t 5, RR=54000	2356	4115	N/A	N/A	124.89	FCAW(1G) BUTT OR SINGLE LAP	3130.8	14.58	70.0	511.90	3200	1.00	1,638	FCAW ROOF (OD 1.4 DS 7100), About Unit Price = 3200 (원/kg)
5.2 ROOF PLATE to Rafter/Girder	A36	H396X199X7X11	28806(L)	80 Rafters + 7 Rings(L:826.3m)			177.2	FCAW (4F) ø1.2 DS7100 E71T-1C	3130.8	29.16	70.0	1023.80	3200	1.00	3,276	FCAW(DS7100), About Unit Price = 3200 (원/kg)
A. TK-001 (VPDM) TANK Weld Metal Total =												5081.65	kg		34,706	(천원)
B. Turkey SECL (1 ONE-FOOT) TANK, D= 31.6 (m), H= 15.2 (m)								1. Weld Metal Estimate Weight and Price (천원) 2. [WPS/PQR/Welding Positioon/ 용접홈 / 탱크용접공부 / MORE DETAIL] 3.용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 106 × L(m) × (100/용착효율)
Welding Location (ITEM NAME)	Shell Plate Main Material	Thickness 1st ~ top shell (mm)	Width (Height) W(mm)	Length L(mm)	Circum. QTY(PCS)	QTY (PCS)	BASE Metal Weight (Ton)	Welding Process ( Position )	총길이 L(m)	용접부 단면적 A(mm²)	용착 효율 (%)	용접봉 발주예상 중량(kg)	단가 (원/kg)	할증 Loss 포함	총 구매 예상금액 (천원)	Remark
1. SHELL PLATE (1st ~ 7th)	A516-70	t 15.5 ~ 8.5	15200	16553	6	42	122.2	SAW-2G (수평용접)	792.0	95.34	98.0	106.06	3900	1.00	403	SAW WIRE (LNS NiCrMo60/16) ø2.4 ERNiCrMo-4
위 와 동일, FLUX 중량(kg) = SAW중량 × 120%								FLUX (For SAW-2G)	SAW중량×120%=			127.27	3300	1.00	419	SAW FLUX (P2007)
위 와 동일								FCAW-3G (수직용접)	91.2	-7.00	90.0	-0.76	3800	1.00	-3	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
2. BOTTOM PLATE	A283-C	t 8×ø30380	2438	6096	N/A	N/A	45.52	FCAW FILLET (2F)	297.5	38.40	90.0	100.00	3800	1.00	380	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
3. ANNULAR PLATE	A516-70	t 11×(ø31766 - ø30280)		743	N/A	12	5.97	SMAW V-GROOVE (1G+4G)	8.9	68.30	60.0	7.97	59000	1.00	470	SMAW(NYLOID 2) ø4.0 ENiCrMo-6
4. WIND STIFFENER	A516-70	L150x15		16553	6	2 개소 (양쪽필렛연속)	3.53	FCAW FILLET (2F+4F) 양면필렛연속용접	198.0	270.00	90.0	466.29	2850	1.00	1,329	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
5.1 ROOF PLATE	A516-60	t 5, RR=25280	2482	4687	N/A	N/A	38.09	FCAW(1G) BUTT OR SINGLE LAP	739.5	14.58	70.0	120.91	3200	1.00	387	FCAW ROOF (OD 1.4 DS 7100), About Unit Price = 3200 (원/kg)
5.2 ROOF PLATE to Rafter/Girder	A36	H194X150X6X9	14060(L)	40 Rafters + 3 Rings(L:177.1m)			22.63	FCAW (4F) ø1.2 DS7100 E71T-1C	739.5	29.16	70.0	241.83	3200	1.00	774	FCAW(DS7100), About Unit Price = 3200 (원/kg)
B. Turkey SECL (1 ONE-FOOT) TANK Weld Metal Total =												1221.60	kg		4,159	(천원)
INNER/OUTER TANK TOTAL =												1221.60	kg		4,159	(천원)

Note
1. 평판 용접자세 (1G~4G) [인터넷 자료]
2. 용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 10⁶ × L(m) × (100/용착효율)

A) 링컨 X-Groove 용접부 단면적 계산

B) 또 다른 용접부 단면적 계산

5. 용접봉 견적원가내역서 at[4].CostStr[5] = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

1. Welding MAP / Welding 공수 / 용접봉 금액 ( API 650 SEC. 8) ( 1-Foot Method)       [링컨 용접봉 Web calculation] 평판 용접자세 (1G~4G) [인터넷 자료]

B. Turkey SECL (1 ONE-FOOT) TANK Net Weight (설계중량) 　　D= 31.6 (m), H= 15.2 (m)							Horizontal Weld (수평용접 : 2G) [자동:SAW or 수동:SMAW] [용착효율:SAW (95%) / 수동:SMAW (60%)]						Vertical Weld (수직용접) [ FCAW 용착효율: (90%) ]						합계중량	REMARK	[새창에서] B. Turkey SECL (1 ONE-FOOT) TANK 큰 이미지 로 보기 [새창에서] PDF 도면 보기 [새창에서] SHOP_WPS_PQR_SUMBAWA_50K PDF 보기
No.	Material	Thickness (mm)	Width (mm)	Length (mm)	Qty (SHT)	Weight (Ton)	Joint No.	수평용접 총길이 (m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	Joint No.	shCirQty=[6] 수직용접 총길이 VL = 6 PCS * Each S.W(m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	수평+수직 용접봉중량 (kg)	REMARK
7	A516-70 (Comp. Ring+Top Shell)	8.5	800	16550	6	5.298	2G-H7	99	42.48	33.01	95	34.75	3G-V7	0.8m *6= 4.8 m	-1.00	-0.04	90	-0.04	34.71
6	A516-70	6.0	2400	16548	6	11.226	2G-H6	99	-1.00	-0.78	95	-0.82	3G-V6	2.4m *6= 14.4 m	-1.00	-0.11	90	-0.12	-0.94
5	A516-70	7.0	2400	16549	6	13.092	2G-H5	99	-1.00	-0.78	95	-0.82	3G-V5	2.4m *6= 14.4 m	-1.00	-0.11	90	-0.12	-0.94
4	A516-70	9.0	2400	16550	6	16.836	2G-H4	99	-1.00	-0.78	95	-0.82	3G-V4	2.4m *6= 14.4 m	-1.00	-0.11	90	-0.12	-0.94
3	A516-70	11.5	2400	16551	6	21.516	2G-H3	99	-1.00	-0.78	95	-0.82	3G-V3	2.4m *6= 14.4 m	-1.00	-0.11	90	-0.12	-0.94
2	A516-70	13.5	2400	16552	6	25.260	2G-H2	99	-1.00	-0.78	95	-0.82	3G-V2	2.4m *6= 14.4 m	-1.00	-0.11	90	-0.12	-0.94
1	A516-70	15.5	2400	16553	6	29.004	2G-H1	99	-1.00	-0.78	98	-0.82	3G-V1	2.4m *6= 14.4 m	-1.00	-0.11	90	-0.12	-0.94
A)	1st Shell + Annular Plate	t1st= 15.5 tAnn= 10.5	2400	16553	N/A	N/A	1F-An	99.0	58.86	45.74	60	76.23	-	-	-	-	-	-	-0.82
B. Turkey SECL (1 ONE-FOOT) TANK Total =					42	122.2	HLEN =	792.0	95.34	74.07	98	106.06	VLEN =	91.200	-7.00	-0.70	90	-0.76	105.30
A. Turkey SECL (2 ONE-FOOT) TANK Net Weight (설계중량) 　　D= 41.6 (m), H= 15.2 (m)							Horizontal Weld (수평용접 : 2G) [자동:SAW or 수동:SMAW] [용착효율:SAW (95%) / 수동:SMAW (60%)]						Vertical Weld (수직용접) [ FCAW 용착효율: (90%) ]						합계중량	REMARK	[새창에서] A. Turkey SECL (2 ONE-FOOT) TANK 큰 이미지 로 보기 [새창에서] PDF 도면 보기 [새창에서] SHOP_WPS_PQR_SUMBAWA_50K PDF 보기
No.	Material	Thickness (mm)	Width (mm)	Length (mm)	Qty (SHT)	Weight (Ton)	Joint No.	수평용접 총길이 (m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	Joint No.	shCirQty=[10] 수직용접 총길이 VL = 10 PCS * Each S.W(m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	수평+수직 용접봉중량 (kg)	REMARK
7	A516-70 (Comp. Ring+Top Shell)	11.5	800	13072	10	9.440	2G-H7	130	77.76	79.35	95	83.53	3G-V7	0.8m *10= 8 m	-1.00	-0.06	90	-0.07	83.46
6	A516-70	8.0	2400	13071	10	19.700	2G-H6	130	-1.00	-1.02	95	-1.07	3G-V6	2.4m *10= 24 m	-1.00	-0.19	90	-0.21	-1.28
5	A516-70	8.5	2400	13071	10	20.930	2G-H5	130	-1.00	-1.02	95	-1.07	3G-V5	2.4m *10= 24 m	-1.00	-0.19	90	-0.21	-1.28
4	A516-70	11.5	2400	13072	10	28.320	2G-H4	130	-1.00	-1.02	95	-1.07	3G-V4	2.4m *10= 24 m	-1.00	-0.19	90	-0.21	-1.28
3	A516-70	14.0	2400	13073	10	34.480	2G-H3	130	-1.00	-1.02	95	-1.07	3G-V3	2.4m *10= 24 m	-1.00	-0.19	90	-0.21	-1.28
2	A516-70	17.0	2400	13074	10	41.870	2G-H2	130	-1.00	-1.02	95	-1.07	3G-V2	2.4m *10= 24 m	-1.00	-0.19	90	-0.21	-1.28
1	A516-70	20.0	2400	13075	10	49.270	2G-H1	130	-1.00	-1.02	98	-1.07	3G-V1	2.4m *10= 24 m	-1.00	-0.19	90	-0.21	-1.28
A)	1st Shell + Annular Plate	t1st= 20 tAnn= 13	2400	13075	N/A	N/A	1F-An	130.0	98.00	100.01	60	166.68	-	-	-	-	-	-	-1.07
A. Turkey SECL (2 ONE-FOOT) TANK Total =					70	204.0	HLEN =	1040.0	169.76	173.24	98	243.79	VLEN =	152.000	-7.00	-1.20	90	-1.33	242.46

2. WELD METAL PURCHASING COST / 용접봉 구매 비용

A. TK-001 (VPDM) TANK, D= 60 (m), H= 23 (m)								1. Weld Metal Estimate Weight and Price (천원) 2. [WPS/PQR/Welding Positioon/ 용접홈 / 탱크용접공부 / MORE DETAIL] 3.용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 106 × L(m) × (100/용착효율)
Welding Location (ITEM NAME)	Shell Plate Main Material	Thickness 1st ~ top shell (mm)	Width (Height) W(mm)	Length L(mm)	Circum. QTY(PCS)	QTY (PCS)	BASE Metal Weight (Ton)	Welding Process ( Position )	총길이 L(m)	용접부 단면적 A(mm²)	용착 효율 (%)	용접봉 발주예상 중량(kg)	단가 (원/kg)	할증 Loss 포함	총 구매 예상금액 (천원)	Remark
1. SHELL PLATE (1st ~ 12th)	A537-CL2	t 39.5 ~ 8	23000	11788	16	192	934.1	SAW-2G (수평용접)	2444.0	408.89	98.0	981.52	6600	1.00	5,987	SAW WIRE (LNS NiCrMo60/16) ø2.4 ERNiCrMo-4
위 와 동일, FLUX 중량(kg) = SAW중량 × 120%								FLUX (For SAW-2G)	SAW중량×120%=			1177.82	3500	1.00	4,122	SAW FLUX (P2007)
위 와 동일								FCAW-3G (수직용접)	368.0	-12.00	90.0	-3.22	6100	1.00	-20	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
2. BOTTOM PLATE	A283-C	t 9.5×ø57622	2438	6096	N/A	N/A	194.47	FCAW FILLET (2F)	935.2	54.15	90.0	442.00	6100	1.00	2,696	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
3. ANNULAR PLATE	A537-CL2	t 26×(ø60262 - ø57522)		1370	N/A	32	51.73	SMAW V-GROOVE (1G+4G)	43.8	418.60	60.0	240.1	59000	1.00	14,166	SMAW(NYLOID 2) ø4.0 ENiCrMo-6
4. WIND STIFFENER	A537-CL2	L150x15		11788	16	2 개소 (양쪽필렛연속)	6.68	FCAW FILLET (2F+4F) 양면필렛연속용접	377.0	270.00	90.0	887.83	3200	1.00	2,841	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
5.1 ROOF PLATE	A516-60	t 5, RR=54000	2356	4115	N/A	N/A	124.89	FCAW(1G) BUTT OR SINGLE LAP	3130.8	14.58	70.0	511.90	3200	1.00	1,638	FCAW ROOF (OD 1.4 DS 7100), About Unit Price = 3200 (원/kg)
5.2 ROOF PLATE to Rafter/Girder	A36	H396X199X7X11	28806(L)	80 Rafters + 7 Rings(L:826.3m)			177.2	FCAW (4F) ø1.2 DS7100 E71T-1C	3130.8	29.16	70.0	1023.80	3200	1.00	3,276	FCAW(DS7100), About Unit Price = 3200 (원/kg)
A. TK-001 (VPDM) TANK Weld Metal Total =												5081.65	kg		34,706	(천원)
B. Turkey SECL (1 ONE-FOOT) TANK, D= 31.6 (m), H= 15.2 (m)								1. Weld Metal Estimate Weight and Price (천원) 2. [WPS/PQR/Welding Positioon/ 용접홈 / 탱크용접공부 / MORE DETAIL] 3.용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 106 × L(m) × (100/용착효율)
Welding Location (ITEM NAME)	Shell Plate Main Material	Thickness 1st ~ top shell (mm)	Width (Height) W(mm)	Length L(mm)	Circum. QTY(PCS)	QTY (PCS)	BASE Metal Weight (Ton)	Welding Process ( Position )	총길이 L(m)	용접부 단면적 A(mm²)	용착 효율 (%)	용접봉 발주예상 중량(kg)	단가 (원/kg)	할증 Loss 포함	총 구매 예상금액 (천원)	Remark
1. SHELL PLATE (1st ~ 7th)	A516-70	t 15.5 ~ 8.5	15200	16553	6	42	122.2	SAW-2G (수평용접)	792.0	95.34	98.0	106.06	3900	1.00	403	SAW WIRE (LNS NiCrMo60/16) ø2.4 ERNiCrMo-4
위 와 동일, FLUX 중량(kg) = SAW중량 × 120%								FLUX (For SAW-2G)	SAW중량×120%=			127.27	3300	1.00	419	SAW FLUX (P2007)
위 와 동일								FCAW-3G (수직용접)	91.2	-7.00	90.0	-0.76	3800	1.00	-3	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
2. BOTTOM PLATE	A283-C	t 8×ø30380	2438	6096	N/A	N/A	45.52	FCAW FILLET (2F)	297.5	38.40	90.0	100.00	3800	1.00	380	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
3. ANNULAR PLATE	A516-70	t 11×(ø31766 - ø30280)		743	N/A	12	5.97	SMAW V-GROOVE (1G+4G)	8.9	68.30	60.0	7.97	59000	1.00	470	SMAW(NYLOID 2) ø4.0 ENiCrMo-6
4. WIND STIFFENER	A516-70	L150x15		16553	6	2 개소 (양쪽필렛연속)	3.53	FCAW FILLET (2F+4F) 양면필렛연속용접	198.0	270.00	90.0	466.29	2850	1.00	1,329	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
5.1 ROOF PLATE	A516-60	t 5, RR=25280	2482	4687	N/A	N/A	38.09	FCAW(1G) BUTT OR SINGLE LAP	739.5	14.58	70.0	120.91	3200	1.00	387	FCAW ROOF (OD 1.4 DS 7100), About Unit Price = 3200 (원/kg)
5.2 ROOF PLATE to Rafter/Girder	A36	H194X150X6X9	14060(L)	40 Rafters + 3 Rings(L:177.1m)			22.63	FCAW (4F) ø1.2 DS7100 E71T-1C	739.5	29.16	70.0	241.83	3200	1.00	774	FCAW(DS7100), About Unit Price = 3200 (원/kg)
B. Turkey SECL (1 ONE-FOOT) TANK Weld Metal Total =												1221.60	kg		4,159	(천원)
INNER/OUTER TANK TOTAL =												1221.60	kg		4,159	(천원)
A. Turkey SECL (2 ONE-FOOT) TANK, D= 41.6 (m), H= 15.2 (m)								1. Weld Metal Estimate Weight and Price (천원) 2. [WPS/PQR/Welding Positioon/ 용접홈 / 탱크용접공부 / MORE DETAIL] 3.용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 106 × L(m) × (100/용착효율)
Welding Location (ITEM NAME)	Shell Plate Main Material	Thickness 1st ~ top shell (mm)	Width (Height) W(mm)	Length L(mm)	Circum. QTY(PCS)	QTY (PCS)	BASE Metal Weight (Ton)	Welding Process ( Position )	총길이 L(m)	용접부 단면적 A(mm²)	용착 효율 (%)	용접봉 발주예상 중량(kg)	단가 (원/kg)	할증 Loss 포함	총 구매 예상금액 (천원)	Remark
1. SHELL PLATE (1st ~ 7th)	A516-70	t 20 ~ 11.5	15200	13075	10	70	204.0	SAW-2G (수평용접)	1040.0	169.76	98.0	243.79	3900	1.00	926	SAW WIRE (LNS NiCrMo60/16) ø2.4 ERNiCrMo-4
위 와 동일, FLUX 중량(kg) = SAW중량 × 120%								FLUX (For SAW-2G)	SAW중량×120%=			292.55	3300	1.00	965	SAW FLUX (P2007)
위 와 동일								FCAW-3G (수직용접)	152.0	-7.00	90.0	-1.33	3800	1.00	-5	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
2. BOTTOM PLATE	A283-C	t 8×ø40188	2438	6096	N/A	N/A	79.66	FCAW FILLET (2F)	487.2	38.40	90.0	163.00	3800	1.00	619	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
3. ANNULAR PLATE	A516-70	t 13×(ø41784 - ø40088)		848	N/A	20	11.13	SMAW V-GROOVE (1G+4G)	17.0	104.70	60.0	23.23	59000	1.00	1,371	SMAW(NYLOID 2) ø4.0 ENiCrMo-6
5.1 ROOF PLATE	A516-60	t 5, RR=33280	2334	3893	N/A	N/A	66.01	FCAW(1G) BUTT OR SINGLE LAP	1502.4	14.58	70.0	245.66	3200	1.00	786	FCAW ROOF (OD 1.4 DS 7100), About Unit Price = 3200 (원/kg)
5.2 ROOF PLATE to Rafter/Girder	A36	H300X150X6.5X9	19464(L)	56 Rafters + 5 Rings(L:412.4m)			55.14	FCAW (4F) ø1.2 DS7100 E71T-1C	1502.4	29.16	70.0	491.30	3200	1.00	1,572	FCAW(DS7100), About Unit Price = 3200 (원/kg)
A. Turkey SECL (2 ONE-FOOT) TANK Weld Metal Total =												1494.97	kg		6,234	(천원)
INNER/OUTER TANK TOTAL =												1494.97	kg		6,234	(천원)

Note
1. 평판 용접자세 (1G~4G) [인터넷 자료]
2. 용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 10⁶ × L(m) × (100/용착효율)

A) 링컨 X-Groove 용접부 단면적 계산

B) 또 다른 용접부 단면적 계산

5. 용접봉 견적원가내역서 at[6].CostStr[5] = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

1. Welding MAP / Welding 공수 / 용접봉 금액 ( API 650 SEC. 8) ( 1-Foot Method)       [링컨 용접봉 Web calculation] 평판 용접자세 (1G~4G) [인터넷 자료]

A. Turkey SECL (2 ONE-FOOT) TANK Net Weight (설계중량) 　　D= 41.6 (m), H= 15.2 (m)							Horizontal Weld (수평용접 : 2G) [자동:SAW or 수동:SMAW] [용착효율:SAW (95%) / 수동:SMAW (60%)]						Vertical Weld (수직용접) [ FCAW 용착효율: (90%) ]						합계중량	REMARK	[새창에서] A. Turkey SECL (2 ONE-FOOT) TANK 큰 이미지 로 보기 [새창에서] PDF 도면 보기 [새창에서] SHOP_WPS_PQR_SUMBAWA_50K PDF 보기
No.	Material	Thickness (mm)	Width (mm)	Length (mm)	Qty (SHT)	Weight (Ton)	Joint No.	수평용접 총길이 (m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	Joint No.	shCirQty=[10] 수직용접 총길이 VL = 10 PCS * Each S.W(m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	수평+수직 용접봉중량 (kg)	REMARK
7	A516-70 (Comp. Ring+Top Shell)	11.5	800	13072	10	9.440	2G-H7	130	77.76	79.35	95	83.53	3G-V7	0.8m *10= 8 m	-1.00	-0.06	90	-0.07	83.46
6	A516-70	8.0	2400	13071	10	19.700	2G-H6	130	-1.00	-1.02	95	-1.07	3G-V6	2.4m *10= 24 m	-1.00	-0.19	90	-0.21	-1.28
5	A516-70	8.5	2400	13071	10	20.930	2G-H5	130	-1.00	-1.02	95	-1.07	3G-V5	2.4m *10= 24 m	-1.00	-0.19	90	-0.21	-1.28
4	A516-70	11.5	2400	13072	10	28.320	2G-H4	130	-1.00	-1.02	95	-1.07	3G-V4	2.4m *10= 24 m	-1.00	-0.19	90	-0.21	-1.28
3	A516-70	14.0	2400	13073	10	34.480	2G-H3	130	-1.00	-1.02	95	-1.07	3G-V3	2.4m *10= 24 m	-1.00	-0.19	90	-0.21	-1.28
2	A516-70	17.0	2400	13074	10	41.870	2G-H2	130	-1.00	-1.02	95	-1.07	3G-V2	2.4m *10= 24 m	-1.00	-0.19	90	-0.21	-1.28
1	A516-70	20.0	2400	13075	10	49.270	2G-H1	130	-1.00	-1.02	98	-1.07	3G-V1	2.4m *10= 24 m	-1.00	-0.19	90	-0.21	-1.28
A)	1st Shell + Annular Plate	t1st= 20 tAnn= 13	2400	13075	N/A	N/A	1F-An	130.0	98.00	100.01	60	166.68	-	-	-	-	-	-	-1.07
A. Turkey SECL (2 ONE-FOOT) TANK Total =					70	204.0	HLEN =	1040.0	169.76	173.24	98	243.79	VLEN =	152.000	-7.00	-1.20	90	-1.33	242.46
B. TK-002 (ONE-FOOT) TANK Net Weight (설계중량) 　　D= 40 (m), H= 23 (m)							Horizontal Weld (수평용접 : 2G) [자동:SAW or 수동:SMAW] [용착효율:SAW (95%) / 수동:SMAW (60%)]						Vertical Weld (수직용접) [ FCAW 용착효율: (90%) ]						합계중량	REMARK	[새창에서] B. TK-002 (ONE-FOOT) TANK 큰 이미지 로 보기 [새창에서] PDF 도면 보기 [새창에서] SHOP_WPS_PQR_SUMBAWA_50K PDF 보기
No.	Material	Thickness (mm)	Width (mm)	Length (mm)	Qty (SHT)	Weight (Ton)	Joint No.	수평용접 총길이 (m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	Joint No.	shCirQty=[10] 수직용접 총길이 VL = 10 PCS * Each S.W(m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	수평+수직 용접봉중량 (kg)	REMARK
12	A516-70 (Comp. Ring+Top Shell)	13.0	1000	12570	10	12.830	2G-H12	125	99.37	97.51	95	102.64	3G-V12	1m *10= 10 m	-1.00	-0.08	90	-0.09	102.55
11	A516-70	8.0	2000	12568	10	15.790	2G-H11	125	-1.00	-0.98	95	-1.03	3G-V11	2m *10= 20 m	-1.00	-0.16	90	-0.18	-1.21
10	A516-70	10.0	2000	12569	10	19.730	2G-H10	125	-1.00	-0.98	95	-1.03	3G-V10	2m *10= 20 m	-1.00	-0.16	90	-0.18	-1.21
9	A516-70	13.0	2000	12570	10	25.660	2G-H9	125	-1.00	-0.98	95	-1.03	3G-V9	2m *10= 20 m	-1.00	-0.16	90	-0.18	-1.21
8	A516-70	15.5	2000	12571	10	30.590	2G-H8	125	-1.00	-0.98	95	-1.03	3G-V8	2m *10= 20 m	-1.00	-0.16	90	-0.18	-1.21
7	A516-70	18.0	2000	12572	10	35.530	2G-H7	125	-1.00	-0.98	95	-1.03	3G-V7	2m *10= 20 m	-1.00	-0.16	90	-0.18	-1.21
6	A516-70	21.0	2000	12572	10	41.450	2G-H6	125	-1.00	-0.98	95	-1.03	3G-V6	2m *10= 20 m	-1.00	-0.16	90	-0.18	-1.21
5	A516-70	23.5	2000	12573	10	46.390	2G-H5	125	-1.00	-0.98	95	-1.03	3G-V5	2m *10= 20 m	-1.00	-0.16	90	-0.18	-1.21
4	A516-70	26.0	2000	12574	10	51.330	2G-H4	125	-1.00	-0.98	95	-1.03	3G-V4	2m *10= 20 m	-1.00	-0.16	90	-0.18	-1.21
3	A516-70	29.0	2000	12575	10	57.250	2G-H3	125	-1.00	-0.98	95	-1.03	3G-V3	2m *10= 20 m	-1.00	-0.16	90	-0.18	-1.21
2	A537-CL2	25.5	2000	12574	10	50.340	2G-H2	125	-1.00	-0.98	95	-1.03	3G-V2	2m *10= 20 m	-1.00	-0.16	90	-0.18	-1.21
1	A537-CL2	27.5	2000	12575	10	54.290	2G-H1	125	-1.00	-0.98	98	-1.03	3G-V1	2m *10= 20 m	-1.00	-0.16	90	-0.18	-1.21
A)	1st Shell + Annular Plate	t1st= 27.5 tAnn= 18	2000	12575	N/A	N/A	1F-An	125.0	185.28	181.81	60	303.02	-	-	-	-	-	-	-1.03
B. TK-002 (ONE-FOOT) TANK Total =					120	441.2	HLEN =	1625.0	273.65	268.54	98	394.33	VLEN =	230.000	-12.00	-1.84	90	-2.07	392.26

2. WELD METAL PURCHASING COST / 용접봉 구매 비용

A. TK-001 (VPDM) TANK, D= 60 (m), H= 23 (m)								1. Weld Metal Estimate Weight and Price (천원) 2. [WPS/PQR/Welding Positioon/ 용접홈 / 탱크용접공부 / MORE DETAIL] 3.용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 106 × L(m) × (100/용착효율)
Welding Location (ITEM NAME)	Shell Plate Main Material	Thickness 1st ~ top shell (mm)	Width (Height) W(mm)	Length L(mm)	Circum. QTY(PCS)	QTY (PCS)	BASE Metal Weight (Ton)	Welding Process ( Position )	총길이 L(m)	용접부 단면적 A(mm²)	용착 효율 (%)	용접봉 발주예상 중량(kg)	단가 (원/kg)	할증 Loss 포함	총 구매 예상금액 (천원)	Remark
1. SHELL PLATE (1st ~ 12th)	A537-CL2	t 39.5 ~ 8	23000	11788	16	192	934.1	SAW-2G (수평용접)	2444.0	408.89	98.0	981.52	6600	1.00	5,987	SAW WIRE (LNS NiCrMo60/16) ø2.4 ERNiCrMo-4
위 와 동일, FLUX 중량(kg) = SAW중량 × 120%								FLUX (For SAW-2G)	SAW중량×120%=			1177.82	3500	1.00	4,122	SAW FLUX (P2007)
위 와 동일								FCAW-3G (수직용접)	368.0	-12.00	90.0	-3.22	6100	1.00	-20	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
2. BOTTOM PLATE	A283-C	t 9.5×ø57622	2438	6096	N/A	N/A	194.47	FCAW FILLET (2F)	935.2	54.15	90.0	442.00	6100	1.00	2,696	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
3. ANNULAR PLATE	A537-CL2	t 26×(ø60262 - ø57522)		1370	N/A	32	51.73	SMAW V-GROOVE (1G+4G)	43.8	418.60	60.0	240.1	59000	1.00	14,166	SMAW(NYLOID 2) ø4.0 ENiCrMo-6
4. WIND STIFFENER	A537-CL2	L150x15		11788	16	2 개소 (양쪽필렛연속)	6.68	FCAW FILLET (2F+4F) 양면필렛연속용접	377.0	270.00	90.0	887.83	3200	1.00	2,841	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
5.1 ROOF PLATE	A516-60	t 5, RR=54000	2356	4115	N/A	N/A	124.89	FCAW(1G) BUTT OR SINGLE LAP	3130.8	14.58	70.0	511.90	3200	1.00	1,638	FCAW ROOF (OD 1.4 DS 7100), About Unit Price = 3200 (원/kg)
5.2 ROOF PLATE to Rafter/Girder	A36	H396X199X7X11	28806(L)	80 Rafters + 7 Rings(L:826.3m)			177.2	FCAW (4F) ø1.2 DS7100 E71T-1C	3130.8	29.16	70.0	1023.80	3200	1.00	3,276	FCAW(DS7100), About Unit Price = 3200 (원/kg)
A. TK-001 (VPDM) TANK Weld Metal Total =												5081.65	kg		34,706	(천원)
B. Turkey SECL (1 ONE-FOOT) TANK, D= 31.6 (m), H= 15.2 (m)								1. Weld Metal Estimate Weight and Price (천원) 2. [WPS/PQR/Welding Positioon/ 용접홈 / 탱크용접공부 / MORE DETAIL] 3.용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 106 × L(m) × (100/용착효율)
Welding Location (ITEM NAME)	Shell Plate Main Material	Thickness 1st ~ top shell (mm)	Width (Height) W(mm)	Length L(mm)	Circum. QTY(PCS)	QTY (PCS)	BASE Metal Weight (Ton)	Welding Process ( Position )	총길이 L(m)	용접부 단면적 A(mm²)	용착 효율 (%)	용접봉 발주예상 중량(kg)	단가 (원/kg)	할증 Loss 포함	총 구매 예상금액 (천원)	Remark
1. SHELL PLATE (1st ~ 7th)	A516-70	t 15.5 ~ 8.5	15200	16553	6	42	122.2	SAW-2G (수평용접)	792.0	95.34	98.0	106.06	3900	1.00	403	SAW WIRE (LNS NiCrMo60/16) ø2.4 ERNiCrMo-4
위 와 동일, FLUX 중량(kg) = SAW중량 × 120%								FLUX (For SAW-2G)	SAW중량×120%=			127.27	3300	1.00	419	SAW FLUX (P2007)
위 와 동일								FCAW-3G (수직용접)	91.2	-7.00	90.0	-0.76	3800	1.00	-3	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
2. BOTTOM PLATE	A283-C	t 8×ø30380	2438	6096	N/A	N/A	45.52	FCAW FILLET (2F)	297.5	38.40	90.0	100.00	3800	1.00	380	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
3. ANNULAR PLATE	A516-70	t 11×(ø31766 - ø30280)		743	N/A	12	5.97	SMAW V-GROOVE (1G+4G)	8.9	68.30	60.0	7.97	59000	1.00	470	SMAW(NYLOID 2) ø4.0 ENiCrMo-6
4. WIND STIFFENER	A516-70	L150x15		16553	6	2 개소 (양쪽필렛연속)	3.53	FCAW FILLET (2F+4F) 양면필렛연속용접	198.0	270.00	90.0	466.29	2850	1.00	1,329	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
5.1 ROOF PLATE	A516-60	t 5, RR=25280	2482	4687	N/A	N/A	38.09	FCAW(1G) BUTT OR SINGLE LAP	739.5	14.58	70.0	120.91	3200	1.00	387	FCAW ROOF (OD 1.4 DS 7100), About Unit Price = 3200 (원/kg)
5.2 ROOF PLATE to Rafter/Girder	A36	H194X150X6X9	14060(L)	40 Rafters + 3 Rings(L:177.1m)			22.63	FCAW (4F) ø1.2 DS7100 E71T-1C	739.5	29.16	70.0	241.83	3200	1.00	774	FCAW(DS7100), About Unit Price = 3200 (원/kg)
B. Turkey SECL (1 ONE-FOOT) TANK Weld Metal Total =												1221.60	kg		4,159	(천원)
INNER/OUTER TANK TOTAL =												1221.60	kg		4,159	(천원)
A. Turkey SECL (2 ONE-FOOT) TANK, D= 41.6 (m), H= 15.2 (m)								1. Weld Metal Estimate Weight and Price (천원) 2. [WPS/PQR/Welding Positioon/ 용접홈 / 탱크용접공부 / MORE DETAIL] 3.용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 106 × L(m) × (100/용착효율)
Welding Location (ITEM NAME)	Shell Plate Main Material	Thickness 1st ~ top shell (mm)	Width (Height) W(mm)	Length L(mm)	Circum. QTY(PCS)	QTY (PCS)	BASE Metal Weight (Ton)	Welding Process ( Position )	총길이 L(m)	용접부 단면적 A(mm²)	용착 효율 (%)	용접봉 발주예상 중량(kg)	단가 (원/kg)	할증 Loss 포함	총 구매 예상금액 (천원)	Remark
1. SHELL PLATE (1st ~ 7th)	A516-70	t 20 ~ 11.5	15200	13075	10	70	204.0	SAW-2G (수평용접)	1040.0	169.76	98.0	243.79	3900	1.00	926	SAW WIRE (LNS NiCrMo60/16) ø2.4 ERNiCrMo-4
위 와 동일, FLUX 중량(kg) = SAW중량 × 120%								FLUX (For SAW-2G)	SAW중량×120%=			292.55	3300	1.00	965	SAW FLUX (P2007)
위 와 동일								FCAW-3G (수직용접)	152.0	-7.00	90.0	-1.33	3800	1.00	-5	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
2. BOTTOM PLATE	A283-C	t 8×ø40188	2438	6096	N/A	N/A	79.66	FCAW FILLET (2F)	487.2	38.40	90.0	163.00	3800	1.00	619	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
3. ANNULAR PLATE	A516-70	t 13×(ø41784 - ø40088)		848	N/A	20	11.13	SMAW V-GROOVE (1G+4G)	17.0	104.70	60.0	23.23	59000	1.00	1,371	SMAW(NYLOID 2) ø4.0 ENiCrMo-6
5.1 ROOF PLATE	A516-60	t 5, RR=33280	2334	3893	N/A	N/A	66.01	FCAW(1G) BUTT OR SINGLE LAP	1502.4	14.58	70.0	245.66	3200	1.00	786	FCAW ROOF (OD 1.4 DS 7100), About Unit Price = 3200 (원/kg)
5.2 ROOF PLATE to Rafter/Girder	A36	H300X150X6.5X9	19464(L)	56 Rafters + 5 Rings(L:412.4m)			55.14	FCAW (4F) ø1.2 DS7100 E71T-1C	1502.4	29.16	70.0	491.30	3200	1.00	1,572	FCAW(DS7100), About Unit Price = 3200 (원/kg)
A. Turkey SECL (2 ONE-FOOT) TANK Weld Metal Total =												1494.97	kg		6,234	(천원)
INNER/OUTER TANK TOTAL =												1494.97	kg		6,234	(천원)
B. TK-002 (ONE-FOOT) TANK, D= 40 (m), H= 23 (m)								1. Weld Metal Estimate Weight and Price (천원) 2. [WPS/PQR/Welding Positioon/ 용접홈 / 탱크용접공부 / MORE DETAIL] 3.용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 106 × L(m) × (100/용착효율)
Welding Location (ITEM NAME)	Shell Plate Main Material	Thickness 1st ~ top shell (mm)	Width (Height) W(mm)	Length L(mm)	Circum. QTY(PCS)	QTY (PCS)	BASE Metal Weight (Ton)	Welding Process ( Position )	총길이 L(m)	용접부 단면적 A(mm²)	용착 효율 (%)	용접봉 발주예상 중량(kg)	단가 (원/kg)	할증 Loss 포함	총 구매 예상금액 (천원)	Remark
1. SHELL PLATE (1st ~ 12th)	A537-CL2	t 27.5 ~ 13	23000	12575	10	120	441.2	SAW-2G (수평용접)	1625.0	273.65	98.0	394.33	6600	1.00	2,405	SAW WIRE (LNS NiCrMo60/16) ø2.4 ERNiCrMo-4
위 와 동일, FLUX 중량(kg) = SAW중량 × 120%								FLUX (For SAW-2G)	SAW중량×120%=			473.20	3500	1.00	1,656	SAW FLUX (P2007)
위 와 동일								FCAW-3G (수직용접)	230.0	-12.00	90.0	-2.07	6100	1.00	-13	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
2. BOTTOM PLATE	A283-C	t 9.5×ø38354	2438	6096	N/A	N/A	86.16	FCAW FILLET (2F)	454.0	54.15	90.0	214.00	6100	1.00	1,305	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
3. ANNULAR PLATE	A537-CL2	t 18×(ø40214 - ø38254)		980	N/A	20	17.07	SMAW V-GROOVE (1G+4G)	19.6	200.60	60.0	51.43	59000	1.00	3,034	SMAW(NYLOID 2) ø4.0 ENiCrMo-6
5.1 ROOF PLATE	A516-60	t 5, RR=36000	2417	4550	N/A	N/A	59.34	FCAW(1G) BUTT OR SINGLE LAP	1250.4	14.58	70.0	204.44	3200	1.00	654	FCAW ROOF (OD 1.4 DS 7100), About Unit Price = 3200 (원/kg)
5.2 ROOF PLATE to Rafter/Girder	A36	H300X150X6.5X9	18202(L)	52 Rafters + 4 Rings(L:303.9m)			45.89	FCAW (4F) ø1.2 DS7100 E71T-1C	1250.4	29.16	70.0	408.89	3200	1.00	1,308	FCAW(DS7100), About Unit Price = 3200 (원/kg)
B. TK-002 (ONE-FOOT) TANK Weld Metal Total =												1752.79	kg		10,349	(천원)
INNER/OUTER TANK TOTAL =												1752.79	kg		10,349	(천원)

Note
1. 평판 용접자세 (1G~4G) [인터넷 자료]
2. 용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 10⁶ × L(m) × (100/용착효율)

A) 링컨 X-Groove 용접부 단면적 계산

B) 또 다른 용접부 단면적 계산

5. 용접봉 견적원가내역서 at[10].CostStr[5] = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

1. Welding MAP / Welding 공수 / 용접봉 금액 ( API 620 TANK )       [링컨 용접봉 Web calculation] 평판 용접자세 (1G~4G) [인터넷 자료]

[SECL] LP Ethylene / INNER TANK Net Weight (설계중량) 　　D= 42 (m), H= 35.8 (m)							Horizontal Weld (수평용접 : 2G) [자동:SAW or 수동:SMAW] [용착효율:SAW (95%) / 수동:SMAW (60%)]						Vertical Weld (수직용접) [ FCAW 용착효율: (90%) ]						합계중량	REMARK	[새창에서] [SECL] LP Ethylene / INNER TANK 큰 이미지 로 보기 [새창에서] PDF 도면 보기 [새창에서] 저장탱크 용접 표준화 CAD 파일 (dwg) [새창에서] STE_저장탱크_용접부_개선표준_황상화 (pdf) [새창에서] SHOP_WPS_PQR_SUMBAWA_50K PDF 보기 [새창에서] 용접부_용입면적_산출_이한나.pdf
No.	Material	Thickness (mm)	Width (mm)	Length (mm)	Qty (SHT)	Weight (Ton)	Joint No.	수평용접 총길이 (m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	Joint No.	shCirQty=[10] 수직용접 총길이 VL = 10 PCS * Each S.W(m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	수평+수직 용접봉중량 (kg)	REMARK
11	A553-TYPE1	6.4	3200	13196	10	21.050	2G-H11	131	-1.00	-1.03	95	-1.08	3G-V11	3.2m *10= 32 m	-1.00	-0.25	90	-0.28	-1.36
10	A553-TYPE1	6.4	3260	13196	10	21.440	2G-H10	131	-1.00	-1.03	95	-1.08	3G-V10	3.26m *10= 32.6 m	-1.00	-0.26	90	-0.29	-1.37
9	A553-TYPE1	7.5	3260	13197	10	25.330	2G-H9	131	-1.00	-1.03	95	-1.08	3G-V9	3.26m *10= 32.6 m	-1.00	-0.26	90	-0.29	-1.37
8	A553-TYPE1	9.0	3260	13197	10	30.400	2G-H8	131	-1.00	-1.03	95	-1.08	3G-V8	3.26m *10= 32.6 m	-1.00	-0.26	90	-0.29	-1.37
7	A553-TYPE1	10.5	3260	13197	10	35.460	2G-H7	131	-1.00	-1.03	95	-1.08	3G-V7	3.26m *10= 32.6 m	-1.00	-0.26	90	-0.29	-1.37
6	A553-TYPE1	12.5	3260	13198	10	42.220	2G-H6	131	-1.00	-1.03	95	-1.08	3G-V6	3.26m *10= 32.6 m	-1.00	-0.26	90	-0.29	-1.37
5	A553-TYPE1	14.0	3260	13199	10	47.290	2G-H5	131	-1.00	-1.03	95	-1.08	3G-V5	3.26m *10= 32.6 m	-1.00	-0.26	90	-0.29	-1.37
4	A553-TYPE1	15.5	3260	13199	10	52.360	2G-H4	131	-1.00	-1.03	95	-1.08	3G-V4	3.26m *10= 32.6 m	-1.00	-0.26	90	-0.29	-1.37
3	A553-TYPE1	17.5	3260	13200	10	59.120	2G-H3	132	-1.00	-1.04	95	-1.09	3G-V3	3.26m *10= 32.6 m	-1.00	-0.26	90	-0.29	-1.38
2	A553-TYPE1	19.0	3260	13200	10	64.180	2G-H2	132	-1.00	-1.04	95	-1.09	3G-V2	3.26m *10= 32.6 m	-1.00	-0.26	90	-0.29	-1.38
1	A553-TYPE1	20.5	3260	13201	10	69.250	2G-H1	132	-1.00	-1.04	98	-1.09	3G-V1	3.26m *10= 32.6 m	-1.00	-0.26	90	-0.29	-1.38
A)	1st Shell + Annular Plate	t1st= 20.5 tAnn= 13.5	3260	13201	N/A	N/A	1F-An	132.0	102.96	106.69	60	177.82	-	-	-	-	-	-	-1.09
[SECL] LP Ethylene / INNER TANK Total =					110	468.1	HLEN =	1576.0	91.96	95.33	98	165.91	VLEN =	358.000	-11.00	-2.85	90	-3.18	162.73
[SECL] LP Ethylene / OUTER TANK Net Weight (설계중량) 　　D= 44 (m), H= 37.8 (m)							Horizontal Weld (수평용접 : 2G) [자동:SAW or 수동:SMAW] [용착효율:SAW (95%) / 수동:SMAW (60%)]						Vertical Weld (수직용접) [ FCAW 용착효율: (90%) ]						합계중량	REMARK	[새창에서] [SECL] LP Ethylene / OUTER TANK 큰 이미지 로 보기 [새창에서] PDF 도면 보기 [새창에서] SHOP_WPS_PQR_SUMBAWA_50K PDF 보기
No.	Material	Thickness (mm)	Width (mm)	Length (mm)	Qty (SHT)	Weight (Ton)	Joint No.	수평용접 총길이 (m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	Joint No.	shCirQty=[10] 수직용접 총길이 VL = 10 PCS * Each S.W(m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	수평+수직 용접봉중량 (kg)	REMARK
11	A553-TYPE1 (Comp. Ring+Top Shell)	35.0	1800	13834	10	68.420	2G-H11	138	720.30	780.30	95	821.37	3G-V11	1.8m *10= 18 m	-1.00	-0.14	90	-0.16	821.21
10	A553-TYPE1	7.9	3600	13825	10	31.010	2G-H10	138	-1.00	-1.08	95	-1.14	3G-V10	3.6m *10= 36 m	-1.00	-0.28	90	-0.31	-1.45
9	A553-TYPE1	8.0	3600	13825	10	31.260	2G-H9	138	-1.00	-1.08	95	-1.14	3G-V9	3.6m *10= 36 m	-1.00	-0.28	90	-0.31	-1.45
8	A553-TYPE1	10.0	3600	13826	10	39.070	2G-H8	138	-1.00	-1.08	95	-1.14	3G-V8	3.6m *10= 36 m	-1.00	-0.28	90	-0.31	-1.45
7	A553-TYPE1	11.5	3600	13826	10	44.930	2G-H7	138	-1.00	-1.08	95	-1.14	3G-V7	3.6m *10= 36 m	-1.00	-0.28	90	-0.31	-1.45
6	A553-TYPE1	13.5	3600	13827	10	52.750	2G-H6	138	-1.00	-1.08	95	-1.14	3G-V6	3.6m *10= 36 m	-1.00	-0.28	90	-0.31	-1.45
5	A553-TYPE1	15.5	3600	13827	10	60.570	2G-H5	138	-1.00	-1.08	95	-1.14	3G-V5	3.6m *10= 36 m	-1.00	-0.28	90	-0.31	-1.45
4	A553-TYPE1	17.5	3600	13828	10	68.390	2G-H4	138	-1.00	-1.08	95	-1.14	3G-V4	3.6m *10= 36 m	-1.00	-0.28	90	-0.31	-1.45
3	A553-TYPE1	19.5	3600	13829	10	76.210	2G-H3	138	-1.00	-1.08	95	-1.14	3G-V3	3.6m *10= 36 m	-1.00	-0.28	90	-0.31	-1.45
2	A553-TYPE1	21.5	3600	13829	10	84.020	2G-H2	138	-1.00	-1.08	95	-1.14	3G-V2	3.6m *10= 36 m	-1.00	-0.28	90	-0.31	-1.45
1	A553-TYPE1	23.0	3600	13830	10	89.890	2G-H1	138	-1.00	-1.08	98	-1.14	3G-V1	3.6m *10= 36 m	-1.00	-0.28	90	-0.31	-1.45
A)	1st Shell + Annular Plate	t1st= 23 tAnn= 15	3600	13830	N/A	N/A	1F-An	138.0	129.60	140.40	60	234.00	-	-	-	-	-	-	-1.14
[SECL] LP Ethylene / OUTER TANK Total =					110	646.5	HLEN =	1656.0	839.90	909.90	98	1043.97	VLEN =	378.000	-11.00	-2.94	90	-3.26	1040.71

2. WELD METAL PURCHASING COST / 용접봉 구매 비용

[SECL] LP Ethylene / INNER TANK, D= 42 (m), H= 35.8 (m)								1. Weld Metal Estimate Weight and Price (천원) 2. [WPS/PQR/Welding Positioon/ 용접홈 / 탱크용접공부 / MORE DETAIL] 3.용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 106 × L(m) × (100/용착효율)
Welding Location (ITEM NAME)	Shell Plate Main Material	Thickness 1st ~ top shell (mm)	Width (Height) W(mm)	Length L(mm)	Circum. QTY(PCS)	QTY (PCS)	BASE Metal Weight (Ton)	Welding Process ( Position )	총길이 L(m)	용접부 단면적 A(mm²)	용착 효율 (%)	용접봉 발주예상 중량(kg)	단가 (원/kg)	할증 Loss 포함	총 구매 예상금액 (천원)	Remark
1. SHELL PLATE (1st ~ 11th)	A553-TYPE1	t 20.5 ~ 6.35	35800	13201	10	110	468.1	SAW-2G (수평용접)	1576.0	91.96	98.0	165.91	89000	1.00	17,089	SAW WIRE (LNS NiCrMo60/16) ø2.4 ERNiCrMo-4
위 와 동일, FLUX 중량(kg) = SAW중량 × 120%								FLUX (For SAW-2G)	SAW중량×120%=			199.09	5500	1.00	1,094	SAW FLUX (P2007)
위 와 동일								FCAW-3G (수직용접)	358.0	-11.00	90.0	-3.18	103000	1.00	-328	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
2. BOTTOM PLATE	A553-TYPE1	t 7×ø40282	3048	12192	N/A	N/A	70.03	FCAW FILLET (2F)	391.7	29.40	90.0	100.00	103000	1.00	10,300	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
3. ANNULAR PLATE	A553-TYPE1	t 14×(ø42186 - ø40182)		1002	N/A	20	13.74	SMAW V-GROOVE (1G+4G)	20.0	112.90	60.0	29.6	59000	1.00	1,746	SMAW(NYLOID 2) ø4.0 ENiCrMo-6
4. STIFFENER / TOP GIRDER	A553-TYPE1	L450x6.35+120x6.35 FB 170x6		13201	10	18 개소 (양쪽필렛연속)	26.85	FCAW FILLET (2F+4F) 양면필렛연속용접	2376.0	120.00	90.0	2486.88	103000	1.00	256,149	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
[SECL] LP Ethylene / INNER TANK Weld Metal Total =												3008.70	kg		286,050	(천원)
[SECL] LP Ethylene / OUTER TANK, D= 44 (m), H= 37.8 (m)								1. Weld Metal Estimate Weight and Price (천원) 2. [WPS/PQR/Welding Positioon/ 용접홈 / 탱크용접공부 / MORE DETAIL] 3.용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 106 × L(m) × (100/용착효율)
Welding Location (ITEM NAME)	Shell Plate Main Material	Thickness 1st ~ top shell (mm)	Width (Height) W(mm)	Length L(mm)	Circum. QTY(PCS)	QTY (PCS)	BASE Metal Weight (Ton)	Welding Process ( Position )	총길이 L(m)	용접부 단면적 A(mm²)	용착 효율 (%)	용접봉 발주예상 중량(kg)	단가 (원/kg)	할증 Loss 포함	총 구매 예상금액 (천원)	Remark
1. SHELL PLATE (1st ~ 11th)	A553-TYPE1	t 23 ~ 35	37800	13830	10	110	646.5	SAW-2G (수평용접)	1656.0	839.90	98.0	1043.97	89000	1.00	107,529	SAW WIRE (LNS NiCrMo60/16) ø2.4 ERNiCrMo-4
위 와 동일, FLUX 중량(kg) = SAW중량 × 120%								FLUX (For SAW-2G)	SAW중량×120%=			1252.76	5500	1.00	6,890	SAW FLUX (P2007)
위 와 동일								FCAW-3G (수직용접)	378.0	-11.00	90.0	-3.26	103000	1.00	-336	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
2. BOTTOM PLATE	A553-TYPE1	t 7×ø39986	2438	6096	N/A	N/A	69.0	FCAW FILLET (2F)	483.7	29.40	90.0	124.00	103000	1.00	12,772	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
3. ANNULAR PLATE	A553-TYPE1	t 15×(ø44196 - ø39886)		2155	N/A	20	33.51	SMAW V-GROOVE (1G+4G)	43.1	139.30	60.0	78.55	59000	1.00	4,634	SMAW(NYLOID 2) ø4.0 ENiCrMo-6
4. WIND STIFFENER	A553-TYPE1	L150x15		13830	10	2 개소 (양쪽필렛연속)	4.91	FCAW FILLET (2F+4F) 양면필렛연속용접	276.0	270.00	90.0	649.98	103000	1.00	66,948	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
5.1 ROOF PLATE	A516-70	t 7, RR=35200	2468	4152	N/A	N/A	88.89	FCAW(1G) BUTT OR SINGLE LAP	1590.9	42.25	70.0	753.79	3200	1.00	2,412	FCAW ROOF (OD 1.4 DS 7100), About Unit Price = 3200 (원/kg)
5.2 ROOF PLATE to Rafter/Girder	A36	H346X174X6X9	20761(L)	56 Rafters + 5 Rings(L:428.3m)			65.86	FCAW (4F) ø1.2 DS7100 E71T-1C	1590.9	42.25	70.0	753.79	3200	1.00	2,412	FCAW(DS7100), About Unit Price = 3200 (원/kg)
[SECL] LP Ethylene / OUTER TANK Weld Metal Total =												4635.03	kg		203,261	(천원)
INNER/OUTER TANK TOTAL =												7643.73	kg		489,312	(천원)

Note
1. 평판 용접자세 (1G~4G) [인터넷 자료]
2. 용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 10⁶ × L(m) × (100/용착효율)

A) 링컨 X-Groove 용접부 단면적 계산

B) 또 다른 용접부 단면적 계산

5. 용접봉 견적원가내역서 at[14].CostStr[5] = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

1. Welding MAP / Welding 공수 / 용접봉 금액 ( API 620 TANK )       [링컨 용접봉 Web calculation] 평판 용접자세 (1G~4G) [인터넷 자료]

한화-대산 LPG / INNER TANK Net Weight (설계중량) 　　D= 62.2 (m), H= 40.23 (m)							Horizontal Weld (수평용접 : 2G) [자동:SAW or 수동:SMAW] [용착효율:SAW (95%) / 수동:SMAW (60%)]						Vertical Weld (수직용접) [ FCAW 용착효율: (90%) ]						합계중량	REMARK	[새창에서] 한화-대산 LPG / INNER TANK 큰 이미지 로 보기 [새창에서] PDF 도면 보기 [새창에서] 저장탱크 용접 표준화 CAD 파일 (dwg) [새창에서] STE_저장탱크_용접부_개선표준_황상화 (pdf) [새창에서] SHOP_WPS_PQR_SUMBAWA_50K PDF 보기 [새창에서] 용접부_용입면적_산출_이한나.pdf
No.	Material	Thickness (mm)	Width (mm)	Length (mm)	Qty (SHT)	Weight (Ton)	Joint No.	수평용접 총길이 (m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	Joint No.	shCirQty=[16] 수직용접 총길이 VL = 16 PCS * Each S.W(m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	수평+수직 용접봉중량 (kg)	REMARK
12	A537-CL2+S5	11.0	3347	12215	16	56.480	2G-H12	195	-1.00	-1.53	95	-1.61	3G-V12	3.347m *16= 53.552 m	-1.00	-0.42	90	-0.47	-2.08
11	A537-CL2+S5	12.0	3353	12215	16	61.728	2G-H11	195	-1.00	-1.53	95	-1.61	3G-V11	3.353m *16= 53.648 m	-1.00	-0.42	90	-0.47	-2.08
10	A537-CL2+S5	12.0	3353	12215	16	61.728	2G-H10	195	-1.00	-1.53	95	-1.61	3G-V10	3.353m *16= 53.648 m	-1.00	-0.42	90	-0.47	-2.08
9	A537-CL2+S5	14.0	3353	12215	16	72.016	2G-H9	195	-1.00	-1.53	95	-1.61	3G-V9	3.353m *16= 53.648 m	-1.00	-0.42	90	-0.47	-2.08
8	A537-CL2+S5	18.0	3353	12216	16	92.608	2G-H8	195	-1.00	-1.53	95	-1.61	3G-V8	3.353m *16= 53.648 m	-1.00	-0.42	90	-0.47	-2.08
7	A537-CL2+S5	22.0	3353	12217	16	113.184	2G-H7	195	-1.00	-1.53	95	-1.61	3G-V7	3.353m *16= 53.648 m	-1.00	-0.42	90	-0.47	-2.08
6	A537-CL2+S5	26.0	3353	12218	16	133.776	2G-H6	195	-1.00	-1.53	95	-1.61	3G-V6	3.353m *16= 53.648 m	-1.00	-0.42	90	-0.47	-2.08
5	A537-CL2+S5	29.0	3353	12218	16	149.216	2G-H5	195	-1.00	-1.53	95	-1.61	3G-V5	3.353m *16= 53.648 m	-1.00	-0.42	90	-0.47	-2.08
4	A537-CL2+S5	33.0	3353	12219	16	169.808	2G-H4	195	-1.00	-1.53	95	-1.61	3G-V4	3.353m *16= 53.648 m	-1.00	-0.42	90	-0.47	-2.08
3	A537-CL2+S5	36.0	3353	12220	16	185.264	2G-H3	195	-1.00	-1.53	95	-1.61	3G-V3	3.353m *16= 53.648 m	-1.00	-0.42	90	-0.47	-2.08
2	A537-CL2+S5	39.0	3353	12220	16	200.704	2G-H2	195	-1.00	-1.53	95	-1.61	3G-V2	3.353m *16= 53.648 m	-1.00	-0.42	90	-0.47	-2.08
1	A537-CL2+S5	42.0	3353	12221	16	216.160	2G-H1	195	-1.00	-1.53	98	-1.61	3G-V1	3.353m *16= 53.648 m	-1.00	-0.42	90	-0.47	-2.08
A)	1st Shell + Annular Plate	t1st= 42 tAnn= 27.5	3353	12221	N/A	N/A	1F-An	195.0	432.18	661.56	60	1102.60	-	-	-	-	-	-	-1.61
한화-대산 LPG / INNER TANK Total =					192	1512.7	HLEN =	2535.0	420.18	643.20	98	1083.28	VLEN =	643.680	-12.00	-5.04	90	-5.64	1077.64
한화-대산 LPG / OUTER TANK Net Weight (설계중량) 　　D= 64.2 (m), H= 42.2 (m)							Horizontal Weld (수평용접 : 2G) [자동:SAW or 수동:SMAW] [용착효율:SAW (95%) / 수동:SMAW (60%)]						Vertical Weld (수직용접) [ FCAW 용착효율: (90%) ]						합계중량	REMARK	[새창에서] 한화-대산 LPG / OUTER TANK 큰 이미지 로 보기 [새창에서] PDF 도면 보기 [새창에서] SHOP_WPS_PQR_SUMBAWA_50K PDF 보기
No.	Material	Thickness (mm)	Width (mm)	Length (mm)	Qty (SHT)	Weight (Ton)	Joint No.	수평용접 총길이 (m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	Joint No.	shCirQty=[16] 수직용접 총길이 VL = 16 PCS * Each S.W(m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	수평+수직 용접봉중량 (kg)	REMARK
12	A537-CL2+S5 (Comp. Ring+Top Shell)	16.0	840	12608	16	21.280	2G-H12	201	150.53	237.51	95	250.01	3G-V12	0.84m *16= 13.44 m	-1.00	-0.11	90	-0.12	249.89
11	A537-CL2+S5	16.0	3760	12608	16	95.264	2G-H11	201	-1.00	-1.58	95	-1.66	3G-V11	3.76m *16= 60.16 m	-1.00	-0.47	90	-0.52	-2.18
10	A537-CL2+S5	16.0	3760	12608	16	95.264	2G-H10	201	-1.00	-1.58	95	-1.66	3G-V10	3.76m *16= 60.16 m	-1.00	-0.47	90	-0.52	-2.18
9	A537-CL2+S5	17.0	3760	12608	16	101.216	2G-H9	201	-1.00	-1.58	95	-1.66	3G-V9	3.76m *16= 60.16 m	-1.00	-0.47	90	-0.52	-2.18
8	A537-CL2+S5	17.0	3760	12608	16	101.216	2G-H8	201	-1.00	-1.58	95	-1.66	3G-V8	3.76m *16= 60.16 m	-1.00	-0.47	90	-0.52	-2.18
7	A537-CL2+S5	19.0	3760	12609	16	113.136	2G-H7	201	-1.00	-1.58	95	-1.66	3G-V7	3.76m *16= 60.16 m	-1.00	-0.47	90	-0.52	-2.18
6	A537-CL2+S5	23.0	3760	12610	16	136.976	2G-H6	201	-1.00	-1.58	95	-1.66	3G-V6	3.76m *16= 60.16 m	-1.00	-0.47	90	-0.52	-2.18
5	A537-CL2+S5	27.0	3760	12610	16	160.784	2G-H5	201	-1.00	-1.58	95	-1.66	3G-V5	3.76m *16= 60.16 m	-1.00	-0.47	90	-0.52	-2.18
4	A537-CL2+S5	31.0	3760	12611	16	184.624	2G-H4	201	-1.00	-1.58	95	-1.66	3G-V4	3.76m *16= 60.16 m	-1.00	-0.47	90	-0.52	-2.18
3	A537-CL2+S5	35.0	3760	12612	16	208.464	2G-H3	201	-1.00	-1.58	95	-1.66	3G-V3	3.76m *16= 60.16 m	-1.00	-0.47	90	-0.52	-2.18
2	A537-CL2+S5	39.0	3760	12613	16	232.304	2G-H2	201	-1.00	-1.58	95	-1.66	3G-V2	3.76m *16= 60.16 m	-1.00	-0.47	90	-0.52	-2.18
1	A537-CL2+S5	43.0	3760	12614	16	256.160	2G-H1	201	-1.00	-1.58	98	-1.66	3G-V1	3.76m *16= 60.16 m	-1.00	-0.47	90	-0.52	-2.18
A)	1st Shell + Annular Plate	t1st= 43 tAnn= 28	3760	12614	N/A	N/A	1F-An	201.0	453.00	714.77	60	1191.28	-	-	-	-	-	-	-1.66
한화-대산 LPG / OUTER TANK Total =					192	1706.7	HLEN =	2613.0	592.53	934.90	98	1423.03	VLEN =	675.200	-12.00	-5.28	90	-5.84	1417.19

2. WELD METAL PURCHASING COST / 용접봉 구매 비용

한화-대산 LPG / INNER TANK, D= 62.2 (m), H= 40.23 (m)								1. Weld Metal Estimate Weight and Price (천원) 2. [WPS/PQR/Welding Positioon/ 용접홈 / 탱크용접공부 / MORE DETAIL] 3.용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 106 × L(m) × (100/용착효율)
Welding Location (ITEM NAME)	Shell Plate Main Material	Thickness 1st ~ top shell (mm)	Width (Height) W(mm)	Length L(mm)	Circum. QTY(PCS)	QTY (PCS)	BASE Metal Weight (Ton)	Welding Process ( Position )	총길이 L(m)	용접부 단면적 A(mm²)	용착 효율 (%)	용접봉 발주예상 중량(kg)	단가 (원/kg)	할증 Loss 포함	총 구매 예상금액 (천원)	Remark
1. SHELL PLATE (1st ~ 12th)	A537-CL2+S5	t 42 ~ 11	40230	12221	16	192	1512.7	SAW-2G (수평용접)	2535.0	420.18	98.0	1083.28	6600	1.00	6,608	SAW WIRE (LNS NiCrMo60/16) ø2.4 ERNiCrMo-4
위 와 동일, FLUX 중량(kg) = SAW중량 × 120%								FLUX (For SAW-2G)	SAW중량×120%=			1299.94	3500	1.00	4,549	SAW FLUX (P2007)
위 와 동일								FCAW-3G (수직용접)	643.7	-12.00	90.0	-5.64	6100	1.00	-34	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
2. BOTTOM PLATE	A516-60N+S5	t 8×ø58718	2438	6096	N/A	N/A	170.06	FCAW FILLET (2F)	966.6	38.40	90.0	324.00	6100	1.00	1,976	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
3. ANNULAR PLATE	A537-CL2+S5	t 28×(ø62472 - ø58618)		1927	N/A	32	79.12	SMAW V-GROOVE (1G+4G)	61.7	468.30	60.0	377.82	59000	1.00	22,291	SMAW(NYLOID 2) ø4.0 ENiCrMo-6
4. STIFFENER / TOP GIRDER	A537-CL2+S5	L450x11+120x11 FB 230x12		12221	16	7 개소 (양쪽필렛연속)	37.83	FCAW FILLET (2F+4F) 양면필렛연속용접	1368.0	270.00	90.0	3221.64	3200	1.00	10,309	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
한화-대산 LPG / INNER TANK Weld Metal Total =												5983.22	kg		45,699	(천원)
한화-대산 LPG / OUTER TANK, D= 64.2 (m), H= 42.2 (m)								1. Weld Metal Estimate Weight and Price (천원) 2. [WPS/PQR/Welding Positioon/ 용접홈 / 탱크용접공부 / MORE DETAIL] 3.용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 106 × L(m) × (100/용착효율)
Welding Location (ITEM NAME)	Shell Plate Main Material	Thickness 1st ~ top shell (mm)	Width (Height) W(mm)	Length L(mm)	Circum. QTY(PCS)	QTY (PCS)	BASE Metal Weight (Ton)	Welding Process ( Position )	총길이 L(m)	용접부 단면적 A(mm²)	용착 효율 (%)	용접봉 발주예상 중량(kg)	단가 (원/kg)	할증 Loss 포함	총 구매 예상금액 (천원)	Remark
1. SHELL PLATE (1st ~ 12th)	A537-CL2+S5	t 43 ~ 16	42200	12614	16	192	1706.7	SAW-2G (수평용접)	2613.0	592.53	98.0	1423.03	6600	1.00	8,680	SAW WIRE (LNS NiCrMo60/16) ø2.4 ERNiCrMo-4
위 와 동일, FLUX 중량(kg) = SAW중량 × 120%								FLUX (For SAW-2G)	SAW중량×120%=			1707.64	3500	1.00	5,976	SAW FLUX (P2007)
위 와 동일								FCAW-3G (수직용접)	675.2	-12.00	90.0	-5.84	6100	1.00	-36	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
2. BOTTOM PLATE	A516-60N+S5	t 8×ø58342	2438	6096	N/A	N/A	167.89	FCAW FILLET (2F)	956.0	38.40	90.0	320.00	6100	1.00	1,952	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
3. ANNULAR PLATE	A537-CL2+S5	t 28×(ø64476 - ø58242)		3117	N/A	32	132.07	SMAW V-GROOVE (1G+4G)	99.7	485.50	60.0	633.57	59000	1.00	37,381	SMAW(NYLOID 2) ø4.0 ENiCrMo-6
5.1 ROOF PLATE	A516-70	t 6, RR=57780	2401	4433	N/A	N/A	169.83	FCAW(1G) BUTT OR SINGLE LAP	3482.4	36.00	70.0	1405.89	3200	1.00	4,499	FCAW ROOF (OD 1.4 DS 7100), About Unit Price = 3200 (원/kg)
5.2 ROOF PLATE to Rafter/Girder	A36	H396X199X7X11	31033(L)	84 Rafters + 7 Rings(L:875.6m)			197.09	FCAW (4F) ø1.2 DS7100 E71T-1C	3482.4	36.00	70.0	1405.89	3200	1.00	4,499	FCAW(DS7100), About Unit Price = 3200 (원/kg)
한화-대산 LPG / OUTER TANK Weld Metal Total =												6316.61	kg		62,951	(천원)
INNER/OUTER TANK TOTAL =												12299.83	kg		108,651	(천원)

Note
1. 평판 용접자세 (1G~4G) [인터넷 자료]
2. 용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 10⁶ × L(m) × (100/용착효율)

A) 링컨 X-Groove 용접부 단면적 계산

B) 또 다른 용접부 단면적 계산

5. 용접봉 견적원가내역서 at[18].CostStr[5] = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

1. Welding MAP / Welding 공수 / 용접봉 금액 ( API 620 TANK )       [링컨 용접봉 Web calculation] 평판 용접자세 (1G~4G) [인터넷 자료]

T-201 SUMBAWA 50000 KL LNG / INNER TANK Net Weight (설계중량) 　　D= 60 (m), H= 23.37 (m)							Horizontal Weld (수평용접 : 2G) [자동:SAW or 수동:SMAW] [용착효율:SAW (95%) / 수동:SMAW (60%)]						Vertical Weld (수직용접) [ FCAW 용착효율: (90%) ]						합계중량	REMARK	[새창에서] T-201 SUMBAWA 50000 KL LNG / INNER TANK 큰 이미지 로 보기 [새창에서] PDF 도면 보기 [새창에서] 저장탱크 용접 표준화 CAD 파일 (dwg) [새창에서] STE_저장탱크_용접부_개선표준_황상화 (pdf) [새창에서] SHOP_WPS_PQR_SUMBAWA_50K PDF 보기 [새창에서] 용접부_용입면적_산출_이한나.pdf
No.	Material	Thickness (mm)	Width (mm)	Length (mm)	Qty (SHT)	Weight (Ton)	Joint No.	수평용접 총길이 (m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	Joint No.	shCirQty=[16] 수직용접 총길이 VL = 16 PCS * Each S.W(m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	수평+수직 용접봉중량 (kg)	REMARK
6	A553-TYPE1	11.0	3880	11783	16	63.168	2G-H6	188	-1.00	-1.48	95	-1.56	3G-V6	3.88m *16= 62.08 m	-1.00	-0.49	90	-0.54	-2.10
5	A553-TYPE1	11.0	3880	11783	16	63.168	2G-H5	188	-1.00	-1.48	95	-1.56	3G-V5	3.88m *16= 62.08 m	-1.00	-0.49	90	-0.54	-2.10
4	A553-TYPE1	11.0	3880	11783	16	63.168	2G-H4	188	-1.00	-1.48	95	-1.56	3G-V4	3.88m *16= 62.08 m	-1.00	-0.49	90	-0.54	-2.10
3	A553-TYPE1	12.0	3910	11783	16	69.440	2G-H3	188	-1.00	-1.48	95	-1.56	3G-V3	3.91m *16= 62.56 m	-1.00	-0.49	90	-0.54	-2.10
2	A553-TYPE1	14.0	3910	11783	16	81.008	2G-H2	188	-1.00	-1.48	95	-1.56	3G-V2	3.91m *16= 62.56 m	-1.00	-0.49	90	-0.54	-2.10
1	A553-TYPE1	16.5	3910	11784	16	95.488	2G-H1	188	-1.00	-1.48	98	-1.56	3G-V1	3.91m *16= 62.56 m	-1.00	-0.49	90	-0.54	-2.10
A)	1st Shell + Annular Plate	t1st= 16.5 tAnn= 11	3910	11784	N/A	N/A	1F-An	188.0	66.70	98.44	60	164.07	-	-	-	-	-	-	-1.56
T-201 SUMBAWA 50000 KL LNG / INNER TANK Total =					96	435.4	HLEN =	1316.0	60.70	89.56	98	154.71	VLEN =	373.920	-6.00	-2.94	90	-3.24	151.47
T-201 SUMBAWA 50000 KL LNG / OUTER TANK Net Weight (설계중량) 　　D= 62 (m), H= 24.14 (m)							Horizontal Weld (수평용접 : 2G) [자동:SAW or 수동:SMAW] [용착효율:SAW (95%) / 수동:SMAW (60%)]						Vertical Weld (수직용접) [ FCAW 용착효율: (90%) ]						합계중량	REMARK	[새창에서] T-201 SUMBAWA 50000 KL LNG / OUTER TANK 큰 이미지 로 보기 [새창에서] PDF 도면 보기 [새창에서] SHOP_WPS_PQR_SUMBAWA_50K PDF 보기
No.	Material	Thickness (mm)	Width (mm)	Length (mm)	Qty (SHT)	Weight (Ton)	Joint No.	수평용접 총길이 (m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	Joint No.	shCirQty=[16] 수직용접 총길이 VL = 16 PCS * Each S.W(m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	수평+수직 용접봉중량 (kg)	REMARK
7	A553-TYPE1 (Comp. Ring+Top Shell)	13.0	3440	12176	16	68.384	2G-H7	194	99.37	151.33	95	159.29	3G-V7	3.44m *16= 55.04 m	-1.00	-0.43	90	-0.48	158.81
6	A553-TYPE1	13.0	3450	12176	16	68.592	2G-H6	194	-1.00	-1.52	95	-1.60	3G-V6	3.45m *16= 55.2 m	-1.00	-0.43	90	-0.48	-2.08
5	A553-TYPE1	13.5	3450	12176	16	71.232	2G-H5	194	-1.00	-1.52	95	-1.60	3G-V5	3.45m *16= 55.2 m	-1.00	-0.43	90	-0.48	-2.08
4	A553-TYPE1	14.5	3450	12176	16	76.496	2G-H4	194	-1.00	-1.52	95	-1.60	3G-V4	3.45m *16= 55.2 m	-1.00	-0.43	90	-0.48	-2.08
3	A553-TYPE1	16.0	3450	12176	16	84.416	2G-H3	194	-1.00	-1.52	95	-1.60	3G-V3	3.45m *16= 55.2 m	-1.00	-0.43	90	-0.48	-2.08
2	A553-TYPE1	18.0	3450	12177	16	94.976	2G-H2	194	-1.00	-1.52	95	-1.60	3G-V2	3.45m *16= 55.2 m	-1.00	-0.43	90	-0.48	-2.08
1	A553-TYPE1	20.0	3450	12177	16	105.536	2G-H1	194	-1.00	-1.52	98	-1.60	3G-V1	3.45m *16= 55.2 m	-1.00	-0.43	90	-0.48	-2.08
A)	1st Shell + Annular Plate	t1st= 20 tAnn= 13	3450	12177	N/A	N/A	1F-An	194.0	98.00	149.24	60	248.73	-	-	-	-	-	-	-1.60
T-201 SUMBAWA 50000 KL LNG / OUTER TANK Total =					112	569.6	HLEN =	1552.0	191.37	291.45	98	398.42	VLEN =	386.240	-7.00	-3.01	90	-3.36	395.06

2. WELD METAL PURCHASING COST / 용접봉 구매 비용

T-201 SUMBAWA 50000 KL LNG / INNER TANK, D= 60 (m), H= 23.37 (m)								1. Weld Metal Estimate Weight and Price (천원) 2. [WPS/PQR/Welding Positioon/ 용접홈 / 탱크용접공부 / MORE DETAIL] 3.용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 106 × L(m) × (100/용착효율)
Welding Location (ITEM NAME)	Shell Plate Main Material	Thickness 1st ~ top shell (mm)	Width (Height) W(mm)	Length L(mm)	Circum. QTY(PCS)	QTY (PCS)	BASE Metal Weight (Ton)	Welding Process ( Position )	총길이 L(m)	용접부 단면적 A(mm²)	용착 효율 (%)	용접봉 발주예상 중량(kg)	단가 (원/kg)	할증 Loss 포함	총 구매 예상금액 (천원)	Remark
1. SHELL PLATE (1st ~ 6th)	A553-TYPE1	t 16.5 ~ 11	23370	11784	16	96	435.4	SAW-2G (수평용접)	1316.0	60.70	98.0	154.71	89000	1.00	15,935	SAW WIRE (LNS NiCrMo60/16) ø2.4 ERNiCrMo-4
위 와 동일, FLUX 중량(kg) = SAW중량 × 120%								FLUX (For SAW-2G)	SAW중량×120%=			185.65	5500	1.00	1,021	SAW FLUX (P2007)
위 와 동일								FCAW-3G (수직용접)	373.9	-6.00	90.0	-3.24	103000	1.00	-334	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
2. BOTTOM PLATE	A553-TYPE1	t 5×ø57984	2438	6096	N/A	N/A	103.64	FCAW FILLET (2F)	945.8	15.00	90.0	124.00	103000	1.00	12,772	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
3. ANNULAR PLATE	A553-TYPE1	t 11×(ø60170 - ø57884)		1143	N/A	32	18.3	SMAW V-GROOVE (1G+4G)	36.6	74.90	60.0	35.85	59000	1.00	2,115	SMAW(NYLOID 2) ø4.0 ENiCrMo-6
4. STIFFENER / TOP GIRDER	A553-TYPE1	L450x11+120x11 FB 180x11		11784	16	7 개소 (양쪽필렛연속)	25.09	FCAW FILLET (2F+4F) 양면필렛연속용접	1319.0	145.20	90.0	1670.47	103000	1.00	172,058	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
T-201 SUMBAWA 50000 KL LNG / INNER TANK Weld Metal Total =												2191.59	kg		203,567	(천원)
T-201 SUMBAWA 50000 KL LNG / OUTER TANK, D= 62 (m), H= 24.14 (m)								1. Weld Metal Estimate Weight and Price (천원) 2. [WPS/PQR/Welding Positioon/ 용접홈 / 탱크용접공부 / MORE DETAIL] 3.용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 106 × L(m) × (100/용착효율)
Welding Location (ITEM NAME)	Shell Plate Main Material	Thickness 1st ~ top shell (mm)	Width (Height) W(mm)	Length L(mm)	Circum. QTY(PCS)	QTY (PCS)	BASE Metal Weight (Ton)	Welding Process ( Position )	총길이 L(m)	용접부 단면적 A(mm²)	용착 효율 (%)	용접봉 발주예상 중량(kg)	단가 (원/kg)	할증 Loss 포함	총 구매 예상금액 (천원)	Remark
1. SHELL PLATE (1st ~ 7th)	A553-TYPE1	t 20 ~ 13	24140	12177	16	112	569.6	SAW-2G (수평용접)	1552.0	191.37	98.0	398.42	89000	1.00	41,037	SAW WIRE (LNS NiCrMo60/16) ø2.4 ERNiCrMo-4
위 와 동일, FLUX 중량(kg) = SAW중량 × 120%								FLUX (For SAW-2G)	SAW중량×120%=			478.10	5500	1.00	2,629	SAW FLUX (P2007)
위 와 동일								FCAW-3G (수직용접)	386.2	-7.00	90.0	-3.36	103000	1.00	-346	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
2. BOTTOM PLATE	A553-TYPE1	t 5×ø57700	2438	6096	N/A	N/A	102.63	FCAW FILLET (2F)	937.5	15.00	90.0	123.00	103000	1.00	12,669	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
3. ANNULAR PLATE	A553-TYPE1	t 13×(ø62184 - ø57600)		2292	N/A	32	44.01	SMAW V-GROOVE (1G+4G)	73.3	104.70	60.0	100.47	59000	1.00	5,928	SMAW(NYLOID 2) ø4.0 ENiCrMo-6
5.1 ROOF PLATE	A516-60	t 7, RR=49600	2435	4355	N/A	N/A	190.06	FCAW(1G) BUTT OR SINGLE LAP	3290.5	49.00	70.0	1808.13	3200	1.00	5,786	FCAW ROOF (OD 1.4 DS 7100), About Unit Price = 3200 (원/kg)
5.2 ROOF PLATE to Rafter/Girder	A36	H396X199X7X11	30485(L)	80 Rafters + 7 Rings(L:851.7m)			186.24	FCAW (4F) ø1.2 DS7100 E71T-1C	3290.5	49.00	70.0	1808.13	3200	1.00	5,786	FCAW(DS7100), About Unit Price = 3200 (원/kg)
T-201 SUMBAWA 50000 KL LNG / OUTER TANK Weld Metal Total =												4672.42	kg		73,489	(천원)
INNER/OUTER TANK TOTAL =												6864.01	kg		277,056	(천원)

Note
1. 평판 용접자세 (1G~4G) [인터넷 자료]
2. 용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 10⁶ × L(m) × (100/용착효율)

A) 링컨 X-Groove 용접부 단면적 계산

B) 또 다른 용접부 단면적 계산

5. 용접봉 견적원가내역서 at[22].CostStr[5] = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

1. Welding MAP / Welding 공수 / 용접봉 금액 ( API 620 TANK )       [링컨 용접봉 Web calculation] 평판 용접자세 (1G~4G) [인터넷 자료]

[T201] CAP2 LP Ethylene / INNER TANK Net Weight (설계중량) 　　D= 46.3 (m), H= 16.3 (m)							Horizontal Weld (수평용접 : 2G) [자동:SAW or 수동:SMAW] [용착효율:SAW (95%) / 수동:SMAW (60%)]						Vertical Weld (수직용접) [ FCAW 용착효율: (90%) ]						합계중량	REMARK	[새창에서] [T201] CAP2 LP Ethylene / INNER TANK 큰 이미지 로 보기 [새창에서] PDF 도면 보기 [새창에서] 저장탱크 용접 표준화 CAD 파일 (dwg) [새창에서] STE_저장탱크_용접부_개선표준_황상화 (pdf) [새창에서] SHOP_WPS_PQR_SUMBAWA_50K PDF 보기 [새창에서] 용접부_용입면적_산출_이한나.pdf
No.	Material	Thickness (mm)	Width (mm)	Length (mm)	Qty (SHT)	Weight (Ton)	Joint No.	수평용접 총길이 (m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	Joint No.	shCirQty=[10] 수직용접 총길이 VL = 10 PCS * Each S.W(m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	수평+수직 용접봉중량 (kg)	REMARK
5	A553-TYPE1	10.0	3260	14548	10	37.230	2G-H5	145	-1.00	-1.14	95	-1.20	3G-V5	3.26m *10= 32.6 m	-1.00	-0.26	90	-0.29	-1.49
4	A553-TYPE1	11.0	3260	14549	10	40.960	2G-H4	145	-1.00	-1.14	95	-1.20	3G-V4	3.26m *10= 32.6 m	-1.00	-0.26	90	-0.29	-1.49
3	A553-TYPE1	14.0	3260	14549	10	52.130	2G-H3	145	-1.00	-1.14	95	-1.20	3G-V3	3.26m *10= 32.6 m	-1.00	-0.26	90	-0.29	-1.49
2	A553-TYPE1	18.0	3260	14551	10	67.030	2G-H2	145	-1.00	-1.14	95	-1.20	3G-V2	3.26m *10= 32.6 m	-1.00	-0.26	90	-0.29	-1.49
1	A553-TYPE1	20.0	3260	14551	10	74.470	2G-H1	145	-1.00	-1.14	98	-1.20	3G-V1	3.26m *10= 32.6 m	-1.00	-0.26	90	-0.29	-1.49
A)	1st Shell + Annular Plate	t1st= 20 tAnn= 13	3260	14551	N/A	N/A	1F-An	145.0	98.00	111.55	60	185.92	-	-	-	-	-	-	-1.20
[T201] CAP2 LP Ethylene / INNER TANK Total =					50	271.8	HLEN =	870.0	93.00	105.85	98	179.92	VLEN =	163.000	-5.00	-1.30	90	-1.45	178.47
[T201] CAP2 LP Ethylene / OUTER TANK Net Weight (설계중량) 　　D= 48.3 (m), H= 18.4 (m)							Horizontal Weld (수평용접 : 2G) [자동:SAW or 수동:SMAW] [용착효율:SAW (95%) / 수동:SMAW (60%)]						Vertical Weld (수직용접) [ FCAW 용착효율: (90%) ]						합계중량	REMARK	[새창에서] [T201] CAP2 LP Ethylene / OUTER TANK 큰 이미지 로 보기 [새창에서] PDF 도면 보기 [새창에서] SHOP_WPS_PQR_SUMBAWA_50K PDF 보기
No.	Material	Thickness (mm)	Width (mm)	Length (mm)	Qty (SHT)	Weight (Ton)	Joint No.	수평용접 총길이 (m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	Joint No.	shCirQty=[12] 수직용접 총길이 VL = 12 PCS * Each S.W(m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	수평+수직 용접봉중량 (kg)	REMARK
6	A553-TYPE1 (Comp. Ring+Top Shell)	45.5	400	12656	12	21.696	2G-H6	151	1217.31	1442.94	95	1518.88	3G-V6	0.4m *12= 4.8 m	-1.00	-0.04	90	-0.04	1518.84
5	A553-TYPE1	12.0	3600	12648	12	51.468	2G-H5	151	-1.00	-1.19	95	-1.25	3G-V5	3.6m *12= 43.2 m	-1.00	-0.34	90	-0.38	-1.63
4	A553-TYPE1	12.0	3600	12648	12	51.468	2G-H4	151	-1.00	-1.19	95	-1.25	3G-V4	3.6m *12= 43.2 m	-1.00	-0.34	90	-0.38	-1.63
3	A553-TYPE1	13.0	3600	12648	12	55.764	2G-H3	151	-1.00	-1.19	95	-1.25	3G-V3	3.6m *12= 43.2 m	-1.00	-0.34	90	-0.38	-1.63
2	A553-TYPE1	15.0	3600	12648	12	64.332	2G-H2	151	-1.00	-1.19	95	-1.25	3G-V2	3.6m *12= 43.2 m	-1.00	-0.34	90	-0.38	-1.63
1	A553-TYPE1	16.0	3600	12649	12	68.628	2G-H1	151	-1.00	-1.19	98	-1.25	3G-V1	3.6m *12= 43.2 m	-1.00	-0.34	90	-0.38	-1.63
A)	1st Shell + Annular Plate	t1st= 16 tAnn= 10.5	3600	12649	N/A	N/A	1F-An	151.0	62.72	74.35	60	123.92	-	-	-	-	-	-	-1.25
[T201] CAP2 LP Ethylene / OUTER TANK Total =					72	313.4	HLEN =	1057.0	1275.03	1511.34	98	1636.55	VLEN =	220.800	-6.00	-1.74	90	-1.94	1634.61

2. WELD METAL PURCHASING COST / 용접봉 구매 비용

[T201] CAP2 LP Ethylene / INNER TANK, D= 46.3 (m), H= 16.3 (m)								1. Weld Metal Estimate Weight and Price (천원) 2. [WPS/PQR/Welding Positioon/ 용접홈 / 탱크용접공부 / MORE DETAIL] 3.용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 106 × L(m) × (100/용착효율)
Welding Location (ITEM NAME)	Shell Plate Main Material	Thickness 1st ~ top shell (mm)	Width (Height) W(mm)	Length L(mm)	Circum. QTY(PCS)	QTY (PCS)	BASE Metal Weight (Ton)	Welding Process ( Position )	총길이 L(m)	용접부 단면적 A(mm²)	용착 효율 (%)	용접봉 발주예상 중량(kg)	단가 (원/kg)	할증 Loss 포함	총 구매 예상금액 (천원)	Remark
1. SHELL PLATE (1st ~ 5th)	A553-TYPE1	t 20 ~ 10	16300	14551	10	50	271.8	SAW-2G (수평용접)	870.0	93.00	98.0	179.92	89000	1.00	18,532	SAW WIRE (LNS NiCrMo60/16) ø2.4 ERNiCrMo-4
위 와 동일, FLUX 중량(kg) = SAW중량 × 120%								FLUX (For SAW-2G)	SAW중량×120%=			215.90	5500	1.00	1,187	SAW FLUX (P2007)
위 와 동일								FCAW-3G (수직용접)	163.0	-5.00	90.0	-1.45	103000	1.00	-149	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
2. BOTTOM PLATE	A553-TYPE1	t 6.5×ø43714	3048	12192	N/A	N/A	76.58	FCAW FILLET (2F)	449.3	25.35	90.0	99.00	103000	1.00	10,197	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
3. ANNULAR PLATE	A553-TYPE1	t 13×(ø46484 - ø43614)		1435	N/A	20	20.73	SMAW V-GROOVE (1G+4G)	28.7	104.70	60.0	39.32	59000	1.00	2,320	SMAW(NYLOID 2) ø4.0 ENiCrMo-6
4. STIFFENER / TOP GIRDER	A553-TYPE1	L450x10+120x10 FB 150x11		14551	10	5 개소 (양쪽필렛연속)	12.69	FCAW FILLET (2F+4F) 양면필렛연속용접	727.0	145.20	90.0	920.72	103000	1.00	94,834	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
[T201] CAP2 LP Ethylene / INNER TANK Weld Metal Total =												1474.09	kg		126,921	(천원)
[T201] CAP2 LP Ethylene / OUTER TANK, D= 48.3 (m), H= 18.4 (m)								1. Weld Metal Estimate Weight and Price (천원) 2. [WPS/PQR/Welding Positioon/ 용접홈 / 탱크용접공부 / MORE DETAIL] 3.용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 106 × L(m) × (100/용착효율)
Welding Location (ITEM NAME)	Shell Plate Main Material	Thickness 1st ~ top shell (mm)	Width (Height) W(mm)	Length L(mm)	Circum. QTY(PCS)	QTY (PCS)	BASE Metal Weight (Ton)	Welding Process ( Position )	총길이 L(m)	용접부 단면적 A(mm²)	용착 효율 (%)	용접봉 발주예상 중량(kg)	단가 (원/kg)	할증 Loss 포함	총 구매 예상금액 (천원)	Remark
1. SHELL PLATE (1st ~ 6th)	A553-TYPE1	t 16 ~ 45.5	18400	12649	12	72	313.4	SAW-2G (수평용접)	1057.0	1275.03	98.0	1636.55	89000	1.00	168,565	SAW WIRE (LNS NiCrMo60/16) ø2.4 ERNiCrMo-4
위 와 동일, FLUX 중량(kg) = SAW중량 × 120%								FLUX (For SAW-2G)	SAW중량×120%=			1963.86	5500	1.00	10,801	SAW FLUX (P2007)
위 와 동일								FCAW-3G (수직용접)	220.8	-6.00	90.0	-1.94	103000	1.00	-200	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
2. BOTTOM PLATE	A553-TYPE1	t 6.5×ø43446	2438	6096	N/A	N/A	75.64	FCAW FILLET (2F)	563.8	25.35	90.0	125.00	103000	1.00	12,875	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
3. ANNULAR PLATE	A553-TYPE1	t 11×(ø48468 - ø43346)		2561	N/A	24	30.44	SMAW V-GROOVE (1G+4G)	61.5	68.30	60.0	54.92	59000	1.00	3,240	SMAW(NYLOID 2) ø4.0 ENiCrMo-6
5.1 ROOF PLATE	A516-70	t 7, RR=43470	2371	4521	N/A	N/A	104.14	FCAW(1G) BUTT OR SINGLE LAP	1912.0	42.25	70.0	905.91	3200	1.00	2,899	FCAW ROOF (OD 1.4 DS 7100), About Unit Price = 3200 (원/kg)
5.2 ROOF PLATE to Rafter/Girder	A36	H346X174X6X9	22603(L)	64 Rafters + 5 Rings(L:465.4m)			79.16	FCAW (4F) ø1.2 DS7100 E71T-1C	1912.0	42.25	70.0	905.91	3200	1.00	2,899	FCAW(DS7100), About Unit Price = 3200 (원/kg)
[T201] CAP2 LP Ethylene / OUTER TANK Weld Metal Total =												5595.29	kg		201,079	(천원)
INNER/OUTER TANK TOTAL =												7069.38	kg		328,000	(천원)

Note
1. 평판 용접자세 (1G~4G) [인터넷 자료]
2. 용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 10⁶ × L(m) × (100/용착효율)

A) 링컨 X-Groove 용접부 단면적 계산

B) 또 다른 용접부 단면적 계산

5. 용접봉 견적원가내역서 at[26].CostStr[5] = [

S-Tank Engineering	COST ESTIMATION SUMMARY 견적원가내역서				Page	[$CP] / [$TP]
					[AAA1]	[AAA2]
	Doc. No. : [AAA3]				Rev. No.	[AAA4]

1. Welding MAP / Welding 공수 / 용접봉 금액 ( API 620 TANK )       [링컨 용접봉 Web calculation] 평판 용접자세 (1G~4G) [인터넷 자료]

[301] CAP2 Propane(C3/C4) / INNER TANK Net Weight (설계중량) 　　D= 70 (m), H= 27.5 (m)							Horizontal Weld (수평용접 : 2G) [자동:SAW or 수동:SMAW] [용착효율:SAW (95%) / 수동:SMAW (60%)]						Vertical Weld (수직용접) [ FCAW 용착효율: (90%) ]						합계중량	REMARK	[새창에서] [301] CAP2 Propane(C3/C4) / INNER TANK 큰 이미지 로 보기 [새창에서] PDF 도면 보기 [새창에서] 저장탱크 용접 표준화 CAD 파일 (dwg) [새창에서] STE_저장탱크_용접부_개선표준_황상화 (pdf) [새창에서] SHOP_WPS_PQR_SUMBAWA_50K PDF 보기 [새창에서] 용접부_용입면적_산출_이한나.pdf
No.	Material	Thickness (mm)	Width (mm)	Length (mm)	Qty (SHT)	Weight (Ton)	Joint No.	수평용접 총길이 (m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	Joint No.	shCirQty=[16] 수직용접 총길이 VL = 16 PCS * Each S.W(m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	수평+수직 용접봉중량 (kg)	REMARK
9	A537-CL2+S5	9.5	3052	13746	16	50.192	2G-H9	219	-1.00	-1.72	95	-1.81	3G-V9	3.052m *16= 48.832 m	-1.00	-0.38	90	-0.42	-2.23
8	A537-CL2+S5	12.0	3056	13746	16	63.312	2G-H8	219	-1.00	-1.72	95	-1.81	3G-V8	3.056m *16= 48.896 m	-1.00	-0.38	90	-0.42	-2.23
7	A537-CL2+S5	14.0	3056	13747	16	73.872	2G-H7	219	-1.00	-1.72	95	-1.81	3G-V7	3.056m *16= 48.896 m	-1.00	-0.38	90	-0.42	-2.23
6	A537-CL2+S5	18.0	3056	13748	16	94.992	2G-H6	219	-1.00	-1.72	95	-1.81	3G-V6	3.056m *16= 48.896 m	-1.00	-0.38	90	-0.42	-2.23
5	A537-CL2+S5	24.0	3056	13749	16	126.656	2G-H5	219	-1.00	-1.72	95	-1.81	3G-V5	3.056m *16= 48.896 m	-1.00	-0.38	90	-0.42	-2.23
4	A537-CL2+S5	29.0	3056	13750	16	153.056	2G-H4	220	-1.00	-1.73	95	-1.82	3G-V4	3.056m *16= 48.896 m	-1.00	-0.38	90	-0.42	-2.24
3	A537-CL2+S5	34.0	3056	13751	16	179.456	2G-H3	220	-1.00	-1.73	95	-1.82	3G-V3	3.056m *16= 48.896 m	-1.00	-0.38	90	-0.42	-2.24
2	A537-CL2+S5	38.0	3056	13751	16	200.560	2G-H2	220	-1.00	-1.73	95	-1.82	3G-V2	3.056m *16= 48.896 m	-1.00	-0.38	90	-0.42	-2.24
1	A537-CL2+S5	41.0	3056	13752	16	216.416	2G-H1	220	-1.00	-1.73	98	-1.82	3G-V1	3.056m *16= 48.896 m	-1.00	-0.38	90	-0.42	-2.24
A)	1st Shell + Annular Plate	t1st= 41 tAnn= 27	3056	13752	N/A	N/A	1F-An	220.0	411.85	711.26	60	1185.43	-	-	-	-	-	-	-1.82
[301] CAP2 Propane(C3/C4) / INNER TANK Total =					144	1158.5	HLEN =	2195.0	402.85	695.74	98	1169.10	VLEN =	440.000	-9.00	-3.42	90	-3.78	1165.32
[301] CAP2 Propane(C3/C4) / OUTER TANK Net Weight (설계중량) 　　D= 72 (m), H= 30 (m)							Horizontal Weld (수평용접 : 2G) [자동:SAW or 수동:SMAW] [용착효율:SAW (95%) / 수동:SMAW (60%)]						Vertical Weld (수직용접) [ FCAW 용착효율: (90%) ]						합계중량	REMARK	[새창에서] [301] CAP2 Propane(C3/C4) / OUTER TANK 큰 이미지 로 보기 [새창에서] PDF 도면 보기 [새창에서] SHOP_WPS_PQR_SUMBAWA_50K PDF 보기
No.	Material	Thickness (mm)	Width (mm)	Length (mm)	Qty (SHT)	Weight (Ton)	Joint No.	수평용접 총길이 (m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	Joint No.	shCirQty=[18] 수직용접 총길이 VL = 18 PCS * Each S.W(m)	용입부 단면적 A(mm²)	용접봉 NET중량 (kg)	용착 효율 (%)	용접봉 발주예상 중량(kg)	수평+수직 용접봉중량 (kg)	REMARK
10	A537-CL2+S5 (Comp. Ring+Top Shell)	18.0	3000	12569	18	95.904	2G-H10	226	190.51	337.98	95	355.77	3G-V10	3m *18= 54 m	-1.00	-0.42	90	-0.47	355.30
9	A537-CL2+S5	18.0	3000	12569	18	95.904	2G-H9	226	-1.00	-1.77	95	-1.86	3G-V9	3m *18= 54 m	-1.00	-0.42	90	-0.47	-2.33
8	A537-CL2+S5	18.0	3000	12569	18	95.904	2G-H8	226	-1.00	-1.77	95	-1.86	3G-V8	3m *18= 54 m	-1.00	-0.42	90	-0.47	-2.33
7	A537-CL2+S5	18.0	3000	12569	18	95.904	2G-H7	226	-1.00	-1.77	95	-1.86	3G-V7	3m *18= 54 m	-1.00	-0.42	90	-0.47	-2.33
6	A537-CL2+S5	18.0	3000	12569	18	95.904	2G-H6	226	-1.00	-1.77	95	-1.86	3G-V6	3m *18= 54 m	-1.00	-0.42	90	-0.47	-2.33
5	A537-CL2+S5	19.0	3000	12569	18	101.232	2G-H5	226	-1.00	-1.77	95	-1.86	3G-V5	3m *18= 54 m	-1.00	-0.42	90	-0.47	-2.33
4	A537-CL2+S5	23.0	3000	12570	18	122.562	2G-H4	226	-1.00	-1.77	95	-1.86	3G-V4	3m *18= 54 m	-1.00	-0.42	90	-0.47	-2.33
3	A537-CL2+S5	26.0	3000	12570	18	138.546	2G-H3	226	-1.00	-1.77	95	-1.86	3G-V3	3m *18= 54 m	-1.00	-0.42	90	-0.47	-2.33
2	A537-CL2+S5	30.0	3000	12571	18	159.858	2G-H2	226	-1.00	-1.77	95	-1.86	3G-V2	3m *18= 54 m	-1.00	-0.42	90	-0.47	-2.33
1	A537-CL2+S5	34.0	3000	12572	18	181.188	2G-H1	226	-1.00	-1.77	98	-1.86	3G-V1	3m *18= 54 m	-1.00	-0.42	90	-0.47	-2.33
A)	1st Shell + Annular Plate	t1st= 34 tAnn= 22.5	3000	12572	N/A	N/A	1F-An	226.0	283.22	502.46	60	837.43	-	-	-	-	-	-	-1.86
[301] CAP2 Propane(C3/C4) / OUTER TANK Total =					180	1182.9	HLEN =	2486.0	464.73	824.51	98	1176.46	VLEN =	540.000	-10.00	-4.20	90	-4.70	1171.76

2. WELD METAL PURCHASING COST / 용접봉 구매 비용

[301] CAP2 Propane(C3/C4) / INNER TANK, D= 70 (m), H= 27.5 (m)								1. Weld Metal Estimate Weight and Price (천원) 2. [WPS/PQR/Welding Positioon/ 용접홈 / 탱크용접공부 / MORE DETAIL] 3.용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 106 × L(m) × (100/용착효율)
Welding Location (ITEM NAME)	Shell Plate Main Material	Thickness 1st ~ top shell (mm)	Width (Height) W(mm)	Length L(mm)	Circum. QTY(PCS)	QTY (PCS)	BASE Metal Weight (Ton)	Welding Process ( Position )	총길이 L(m)	용접부 단면적 A(mm²)	용착 효율 (%)	용접봉 발주예상 중량(kg)	단가 (원/kg)	할증 Loss 포함	총 구매 예상금액 (천원)	Remark
1. SHELL PLATE (1st ~ 9th)	A537-CL2+S5	t 41 ~ 9.525	27500	13752	16	144	1158.5	SAW-2G (수평용접)	2195.0	402.85	98.0	1169.10	6600	1.00	7,132	SAW WIRE (LNS NiCrMo60/16) ø2.4 ERNiCrMo-4
위 와 동일, FLUX 중량(kg) = SAW중량 × 120%								FLUX (For SAW-2G)	SAW중량×120%=			1402.92	3500	1.00	4,910	SAW FLUX (P2007)
위 와 동일								FCAW-3G (수직용접)	440.0	-9.00	90.0	-3.78	6100	1.00	-23	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
2. BOTTOM PLATE	A537-CL2+S5	t 8×ø65944	2438	6096	N/A	N/A	214.49	FCAW FILLET (2F)	1180.2	38.40	90.0	395.00	6100	1.00	2,410	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
3. ANNULAR PLATE	A537-CL2+S5	t 27×(ø70268 - ø65844)		2212	N/A	32	100.24	SMAW V-GROOVE (1G+4G)	70.8	451.40	60.0	418.03	59000	1.00	24,664	SMAW(NYLOID 2) ø4.0 ENiCrMo-6
4. STIFFENER / TOP GIRDER	A537-CL2+S5	L450x9.525+120x9.525 FB 170x12		13752	16	6 개소 (양쪽필렛연속)	33.96	FCAW FILLET (2F+4F) 양면필렛연속용접	1320.0	270.00	90.0	3108.60	3200	1.00	9,948	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
[301] CAP2 Propane(C3/C4) / INNER TANK Weld Metal Total =												6131.84	kg		49,041	(천원)
[301] CAP2 Propane(C3/C4) / OUTER TANK, D= 72 (m), H= 30 (m)								1. Weld Metal Estimate Weight and Price (천원) 2. [WPS/PQR/Welding Positioon/ 용접홈 / 탱크용접공부 / MORE DETAIL] 3.용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 106 × L(m) × (100/용착효율)
Welding Location (ITEM NAME)	Shell Plate Main Material	Thickness 1st ~ top shell (mm)	Width (Height) W(mm)	Length L(mm)	Circum. QTY(PCS)	QTY (PCS)	BASE Metal Weight (Ton)	Welding Process ( Position )	총길이 L(m)	용접부 단면적 A(mm²)	용착 효율 (%)	용접봉 발주예상 중량(kg)	단가 (원/kg)	할증 Loss 포함	총 구매 예상금액 (천원)	Remark
1. SHELL PLATE (1st ~ 10th)	A537-CL2+S5	t 34 ~ 18	30000	12572	18	180	1182.9	SAW-2G (수평용접)	2486.0	464.73	98.0	1176.46	6600	1.00	7,176	SAW WIRE (LNS NiCrMo60/16) ø2.4 ERNiCrMo-4
위 와 동일, FLUX 중량(kg) = SAW중량 × 120%								FLUX (For SAW-2G)	SAW중량×120%=			1411.75	3500	1.00	4,941	SAW FLUX (P2007)
위 와 동일								FCAW-3G (수직용접)	540.0	-10.00	90.0	-4.70	6100	1.00	-29	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
2. BOTTOM PLATE	A516-60N+S5	t 8×ø65604	2438	6096	N/A	N/A	212.28	FCAW FILLET (2F)	1167.1	38.40	90.0	391.00	6100	1.00	2,385	FCAW (Supercore 625P) ø1.2 ENiCrMo3T1-4
3. ANNULAR PLATE	A537-CL2+S5	t 23×(ø72240 - ø65504)		3368	N/A	36	128.71	SMAW V-GROOVE (1G+4G)	121.2	313.50	60.0	497.32	59000	1.00	29,342	SMAW(NYLOID 2) ø4.0 ENiCrMo-6
5.1 ROOF PLATE	A516-70	t 9, RR=64800	2356	4396	N/A	N/A	302.6	FCAW(1G) BUTT OR SINGLE LAP	4507.4	72.25	70.0	3652.06	3200	1.00	11,687	FCAW ROOF (OD 1.4 DS 7100), About Unit Price = 3200 (원/kg)
5.2 ROOF PLATE to Rafter/Girder	A36	H400X200X8X13	35168(L)	96 Rafters + 8 Rings(L:1131.3m)			297.49	FCAW (4F) ø1.2 DS7100 E71T-1C	4507.4	72.25	70.0	3652.06	3200	1.00	11,687	FCAW(DS7100), About Unit Price = 3200 (원/kg)
[301] CAP2 Propane(C3/C4) / OUTER TANK Weld Metal Total =												10338.63	kg		67,189	(천원)
INNER/OUTER TANK TOTAL =												16470.47	kg		116,230	(천원)

Note
1. 평판 용접자세 (1G~4G) [인터넷 자료]
2. 용접봉 발주 예상중량(kg) = 7850(kg/m³) × A(mm²) / 10⁶ × L(m) × (100/용착효율)

A) 링컨 X-Groove 용접부 단면적 계산

B) 또 다른 용접부 단면적 계산

종료시간 : 2025-08-04 23:06:40.0825