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高雄市區公共管線道路挖埋 ... - duct.cpami.gov.tw

095 11 23 1 2 5478 38 150 (1/2) (14 15 ) Always everyday 89 90 91 92 93 94 6030 4858 5147 4852 5319 6662 3 (2/2) Time Quality Cost Safety Environment420 340 200 250 452 1662 4 (1) 92 ( ) ( ) (2) ( 22 15 ) (3) (1/)

高雄市區公共管線道路挖埋及管理機制 主講人：彭惠銘 現職：高雄市政府工務局工程企劃處處長 學歷：成功大學環境工程研究所

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Transcription of 高雄市區公共管線道路挖埋 ... - duct.cpami.gov.tw

1 095 11 23 1 2 5478 38 150 (1/2) (14 15 ) Always everyday 89 90 91 92 93 94 6030 4858 5147 4852 5319 6662 3 (2/2) Time Quality Cost Safety Environment420 340 200 250 452 1662 4 (1) 92 ( ) ( ) (2) ( 22 15 ) (3) (1/2)5 (1) (2) (3) (4) ==== ===== (2/2)

2 6 z z z z z z z z z z 38 z z 7 90 ( ) 20 92 6 (GIS) 1/2) 92 6 ( ) 8 92 11 93 7 PDA 94 95 3,000 500 3,500 150 93 4 email 1/2)9 8 10 1.

3 (1) 38 2 10,942 222,357 11 TC TF TA TT TR TU TV TZ TO TM P2 P3 V1 V2 V3 V4 T P1 E1 E2 EL E3 E E4 W1 W2 W3 W4 W W5 SS ( )

4 S SD ( ) GK GC G GS OC OM OF O ( 1) OA CP C CC (2) 38 93 9 1. 12 (1) (2) (3) (4) ( ) 3. email (1) (2) (3) (4) (5) (6) (7) 4. (1) (2) 6. 7. (1) ( 30m (2) ( 30m ) (3) 4 9. (1) (2) (3) (4) (5) (6) 8. 1. 2. (1) (2) ( )5.)

5 2. 11 4 1 4 11 4 email email 5 2 13 14 3. (1)92 6 15 (2) email (93 3 ) email 3. 16 (3) (92 6 ) ( - ) 3 (1) (2) ( )(1) (2) 3. 17 (4) 3.

6 18 4. (1) (2) (3) (4) 19 5. ( ) ( ) ( ) 7 93 4 PDA 30 95 1 20 6. A. : B. 1. 2. 3. 4. 5. 6. 7. 3. A. B. :10m 3 10m 1 4 2. 3-5 4. 7. 6. 1. 5.

7 8. 9 30 14 30 21 7. 91 ( ) 92 1 ( )z z z z z z .. ( )22 8. 1 ( ) 2 ( ) 3 ( ) 4 ( ) 5 ( ) 6 ( ) 7 PDA ( ) 8 ( ) 23 0204060801001201401609091929394 1. 150 34 3,400,000 100,000 34 = 3,400,000 962826222093 209113663848225634391992 1324434322291 271139803667336836563490 ( ) (90-91 92-93 ) 94 15% (1/8)(1/8)24 2.

8 (2/8)(2/8) O1 13:20 O1 13:20 14 25 (3/8)(3/8)3.

9 : 19,500 4,525,000 64% 12,500 3,125,000 36% 7,000 1,400,000 (/ ) ( 5,000 ) ( ) ( ) 1. ( ) 5,000 x = 7,500 7,500 x 250 = 1,875,000 2. ( ) 5,000 x = 5,000 5,000 x 250 = 1,250,000 3. ( ) 5,000 x = 4,000 4,000 x 200 = 800,000 4. ( ) 5,000 x = 2,500 2,500 x 200 = 500,000 5. ( ) 5,000 x = 500 500 x 200 = 100,000 19,500 4,525,000 : 250 200 26 (4/8)(4/8)4. : 4,500,000 2,500,000 2,000,000 (/ ) ( 5,000 ) ( ) 11 1.

10 ( ) 4 5,000x7 x30 = 100 5 2. ( ) 0 5,000x 100 = 50 11 3. ( ) 4 5,000x7 x30 = 100 4. 93 BOT 40 200 (40 x 5 = 200 ) 450 27 5. : 22 15 4,200,000 600,000 / X 7 = 4,200,000 ( ) ( ) 1 1 1 6 2 1 9 7 8 1 22 15 92 1 (91 )(93 ) (5/8)(5/8)28 6. (6/8)(6/8)24 8 ( )4 11 4 11 7 30 2 5 (92-93 ) (90-91 ) 29 7.

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