ATTACHMENT NO.1 PLAN OF WHARF AND JETTY IN BORED PILE STAGE - OPTION1 TO BEN LUC TO LONG THANH 21@2m=42 19@2m=38 4% 7 4% Ramp way Barge 600Tons Barge 600Tons 40 Jetty 2a 23.4 10.8 9.5 9.5 10.8 Crawler crane 50Tons Drilling System Barge 1000tons 35.4 m R20 ons T 0 Crawler crane 50Tons wharf 2a Super structure line 25.1 16 Jetty 1a P42 26.1 P39 P43 17.7 14 Rebar work Barge P40 K 15.6 10 wharf 12 38 Material Barge 15.5 22.8 Ramp way R2 5.0t m ons Material Barge 0L +00 m26 K P41 Rebar work Barge 0L +10 m26 12 00L 6+3 K m2 00L 6+4 K m2 Drilling System Barge 1000tons Bentonite System Barge 600tons Bentonite System Barge 600tons K m2 00R 6+1 31@2m=62 15@2m=30 CONSORTIUM OF TITLE NAME SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY 00R 6+3 K m2 NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER K m2 00R 6+4 REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- PLAN OF WHARF AND JETTY BORED PILE STAGE-OPTION1 SCALE: ATTACHMENT NO.1 PLAN OF WHARF AND JETTY IN SPSP CONSTRUCTION STAGE - OPTION TO BEN LUC TO LONG THANH 21@2m=42 19@2m=38 4% 7 4% Ramp way Barge 600Tons Barge 600Tons 40 38 Material Barge Jetty 2a 23.4 Super structure line 220KVA 14 K 10.8 9.5 wharf 2a P42 0L +10 m26 P43 17.7 R20m s 19.5 Ton P40 12 P41 00L 6+3 K m2 Crane 120T 00L 6+4 K m2 Barge 1000tons Barge 600tons Crane 80T Barge 600tons R 4.1 32 To m ns K 26.1 Jetty 1a P39 Crawler crane 50Tons 25.1 35.4 0m s R2 Ton 19 16 m R20 ons T 0 220KVA Crawler crane 50Tons 9.5 10.8 Barge 1000tons 0L +00 m26 15.6 10 wharf 12 15.5 22.8 Ramp way R2 5.0t m ons Material Barge 00R 6+1 31@2m=62 15@2m=30 TITLE NAME K m2 SIGNATURE DATE TITLE PREPARED BY CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY CHECKED BY 00R 6+3 K m2 NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER CONSORTIUM OF m R32 ns o 4.1 T K m2 NAME NGUYEN SY BAO SIGNATURE DATE NGUYEN SONG TOAN Checked Date Approved Approved Date REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- Designed date 00R 6+4 PLAN OF WHARF AND JETTY IN SPSP CONSTRUCTION STAGE OPTION SCALE: ATTACHMENT NO.1 PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION STAGE - OPTION TO BEN LUC TO LONG THANH 21@2m=42 19@2m=38 4% 7 4% Ramp way Barge 600Tons Barge 600Tons 40 Material Barge 35.4 Material Barge 7.5 K 0L +10 m26 25.1 P43 17.7 P40 P41 Jetty 2b 00L 6+3 K m2 crawler crane 80Tons 12 00L 6+4 K m2 Stationary pump 7.9 0L +00 m26 6m R2 ons T P42 8.5 K 14 wharf 2a R20m 5.0tons 12 26.1 17.2 P39 Crawler crane 50Tons Super structure line 10.2 16 Concrete truck m R20 ons T 0 9.5 10.8 Stationary pump 15.6 9.5 10 23.4 10.8 22.8 wharf Jetty 2a Crawler crane 50Tons Jetty 1a 15.5 38 Ramp way 14 8.7 Concrete truck wharf 2b 6m R2 ons t 5.4 K m2 00R 6+1 31@2m=62 15@2m=30 CONSORTIUM OF TITLE NAME SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY 00R 6+3 K m2 NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER K m2 00R 6+4 REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION STAGE - OPTION SCALE: PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION STAGE AT PIER 40 - OPTION Barge 600Tons 40 4% Ramp way 22.8 Crawler crane 50Tons Jetty 1a wharf 10 35.4 Material Barge 9.5 10.8 Stationary pump 16 R20m 5.0tons 7.5 26.1 concrete supply pile D=135mm, t=5mm 17.2 Super structure line 10.2 Concrete truck 6m R2 ons T K m2 P40 00L 6+ CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION STAGE AT PIER 40 - OPTION SCALE: PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION STAGE AT PIER 41 - OPTION 4% Material Barge 15.5 38 Jetty 2a 15.6 9.5 10.8 23.4 m R20 ons T 0 Crawler crane 50Tons wharf 2a 25.1 Super structure line P42 17.7 P41 12 Jetty 2b 00L 6+ Stationary pump 7.9 K m2 concrete supply pile D=135mm, t=5mm 8.5 crawler crane 80Tons 8.7 14 Concrete truck wharf 2b 6m R2 tons 5.4 CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- PLAN OF WHARF AND JETTY IN CANTILEVER CONSTRUCTION STAGE AT PIER 41 - OPTION SCALE: CHECKING CONDITION CRAWLER CRANE 80 TONS IN CANTILEVER CONSTRUCTION AT PIER 40 - OPTION Working Radius R=26m Rate Load = 5.4 tons om Bo gth Len m 5.5 =4 Max working Load Tons Traveller 38 +15.545 21400 57° Crawler crane 80 Tons Jetty B=6.0m Main beam: H 800x300 +2.20 Hmax = +1.68 Htb = +1.16 1785 Pier Column Jetty B=9.0m +2.220 Hmin = -1.28 Hmax = +1.68 Htb = +1.16 Hmin = -1.28 1587 6060 2553 Existing bottom river -4.590 -5.660 H 400x400 L=48m -9.160 8000 4500 4500 1050 3000 3000 Note : 3000 All dimensions are in mm, levels are in m CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE PREPARED BY CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY CHECKED BY NAME NGUYEN SY BAO SIGNATURE DATE PACKAGE J2 - GÓI THẦU J2 SMC4 JO- Designed date NGUYEN SONG TOAN Checked Date Approved Approved Date REV CHECKING CONDITION CRAWLER CRANE 80 TONS IN CANTILEVER CONSTRUCTION AT PIER 40-OPTION SCALE: : 250 GENERAL VIEW CASTING CONCRETE PROCESS AT PIER 40 SIDE Traveller +15.545 21400 Concrete supply pile D=135mm , t=5mm H300x300 Jetty 1a B=9.0m Jetty 1b B=1.5m SPSPCofferdam system D=0.7m, L=35m 6500 4500 4500 1000400 9090 +2.20 +2.20 Hmax = +1.68 Htb = +1.16 Htb = +1.16 H400x400x21x13 L=8m C 220x80x12x8.7 L=16.5m PIER 40 Hmin = -1.28 H800x300x26x14 L=10.4m Hmin = -1.28 Existing bottom river -4.59 -4.59 H 400x400 L=48m 7650 4500 4500 1400 3000 3000 3000 Note : All dimensions are in mm, levels are in m CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE PREPARED BY CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY CHECKED BY NAME NGUYEN SY BAO SIGNATURE DATE PACKAGE J2 - GÓI THẦU J2 SMC4 JO- Designed date NGUYEN SONG TOAN Checked Date Approved Approved Date REV GENERAL VIEW CASTING CONCRETE PROCESS AT PIER 40 SIDE SCALE: CHECKING CONDITION CRAWLER CRANE 80 TONS IN CANTILEVER CONSTRUCTION AT PIER 41 - OPTION Working radius = 26m Rate Load = 5.4 tons Bo om Le ngt h= 5m 45 Max working Load Tons Traveller 388 +15.545 21400 57° Crawler crane 80 Tons 250 Hmax = +1.68 2035 Hmin = -1.28 +2.20 4030 2035 Htb = +1.16 1950 +2.45 Htb = +1.16 1785 Pier Column Hmin = -1.28 Sub-base t=20cm PC Bar D32 Black sand K95 -3.590 Existing bottom river -5.660 7892 8500 -9.160 Steel sheet pile Larsen IV, L=20m Note : All dimensions are in mm, levels are in m CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE PREPARED BY CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY CHECKED BY NAME NGUYEN SY BAO SIGNATURE DATE PACKAGE J2 - GÓI THẦU J2 SMC4 JO- Designed date NGUYEN SONG TOAN Checked Date Approved Approved Date REV CHECKING CONDITION CRAWLER CRANE 80 TONS IN CANTILEVER CONSTRUCTION AT PIER 41 - OPTION SCALE: : 250 GENERAL VIEW CASTING CONCRETE PROCESS AT PIER 41 SIDE Traveller +15.545 21400 Concrete supply pile D=135mm , t=5mm H300x300 Whaft 2b Jetty 2b SPSPCofferdam system D=0.7m, L=35m +2.20 Hmax = +1.68 Htb = +1.16 1700 Htb = +1.16 PIER 41 Hmin = -1.28 Hmin = -1.28 Sub-base t=20cm PC Bar D32 Black sand K95 Existing bottom river -3.590 -5.660 7892 8500 Steel sheet pile Larsen IV, L=20m Note : All dimensions are in mm, levels are in m CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE PREPARED BY CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY CHECKED BY NAME NGUYEN SY BAO SIGNATURE DATE PACKAGE J2 - GÓI THẦU J2 SMC4 JO- Designed date NGUYEN SONG TOAN Checked Date Approved Approved Date REV GENERAL VIEW CASTING CONCRETE PROCESS AT PIER 41 SIDE SCALE: RAMP WAY AT PIER 40 - OPTION TO BEN LUC 20000 35000 5000 2920 9610 Barge 600 tons B A Htb = +1.16 Hmax = +1.68 4% Hmin = -1.28 1:2 Gabions 1mx1mx2m B A Existing ground Designing elevation +2.00 Elevation of Existing ground +0.60 Distance +2.00 +0.66 10.00 +2.00 +0.82 +1.60 +0.83 10.00 +1.20 +0.83 10.00 10.00 +0.80 +0.24 +0.40 -0.38 10.00 10.00 -1.84 -1.00 -2.00 -2.00 6.90 6.70 -3.00 -3.00 6.00 -4.00 -4.00 5.00 -5.00 -5.00 -6.00 -6.00 6.80 12.80 PLAN OF TEMPORARY SLOPE AT PIER 40 40000 Barge 600 tons 30000 00 200 10000 6300 12001200 3000 5000 00 R25 SECTION A - A H200x200 1000 SECTION B - B H200x200 7000 1500 1000 7000 1500 Gabion 1mx1mx2m 2000 2000 60cm Stone 4x6cm Geotextile fabric Black sand K95 Geotextile fabric 300 1 1 60cm Stone 4x6cm Geotextile fabric Black sand K95 Geotextile fabric Gabion 1mx1mx2m NOTES: All dimensions are m, levels are m Dimensions in typical section are mmm CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- RAMP WAY AT PIER 40 SCALE: structures of temporary JETTY 1A - option C D32, L=10.5m 10000 Larsen IV, L=20m 5000 35400 5000 5000 5000 5000 Detail ''G'' 4000 400 2000 1000 3000 250 5000 3000 9500 27@400=10800 A 250 3000 2[-200x75x5.2x9, L=10m 1000 1000 2000 A 2000 10000 2000 H350x350x12x19, L=12m B D32@3m, L=1.57m D32@0.8m, L=11.74m 2[-200x75x5.2x9 L=24.2m 2[-200x75x5.2x9 L=11.54m 5@1600=8000 Deck plate 3000x1000x200 H800x300x14x26 L=25.4m [-200x75x5.2x9 L=24.6m B 35@1000=35000 16000 Detail ''D'' 200 C a-a section 13000 35400 2000 Geotextile Fabric 5000 5000 5000 5000 5000 5000 4000 400 Black sand K95 Hmax = +1.68 1420 2300 850 600 1: 500 +1.00 +2.20 200 +2.20 -0.30 -1.00 Detail ''B'' H400x400x13x21 L=9.5m H800x300x14x26 L=25.4m Detail ''E'' -1.630 Htb = +1.16 Hmin = -1.28 PC bar D32 2[-200x75x5.2x9, L=9.0m -5.04 2[-200x75x5.2x9 L=11.54m -13.50 L100x100x10, L=3.8m Crossbeam, 2[-300x90x9x13, L=9.5m Existing ground H350x350x12x19, L=12m DETAIL ''A'' 1000 Detail ''A'' Detail ''C'' Steel sheet pile, Larsen IV, L=20m 20cm Sub base Steel plate 12000x1000x25 Steel pile, L=48m H400x400 Concrete C20 t=350mm 50 Deck plate 3000x1000x20 -17.85 350 200 -47.22 [200x76 DETAIL ''B'' DETAIL ''C'' Geotextile fabric 150 400 Sub-base t=20cm [200x76 200 200 2[-200x76x5.2x9 D32 20 500 PC bar D32 L=1.57m NOTEs: Plate 200x200 t=20mm Geotextile fabric Plate washer 165x165x20 Steel sheet pile, Larsen IV Larsen IV CONSORTIUM OF TITLE NAME H350x350x12x19 SIGNATURE DATE TITLE PREPARED BY CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY CHECKED BY - The material may be changed depend on actual condition NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER - All the dimension are mm, levels are m NAME NGUYEN SY BAO SIGNATURE DATE PACKAGE J2 - GÓI THẦU J2 SMC4 JO- Designed date NGUYEN SONG TOAN Checked Date Approved Approved Date REV STRUCTURE OF TEMPORARY JETTY 1A - OPTION SCALE: ATTACHMENT NO.3 TYPICAL SECTION of temporary JETTY 1A - OPTION b-b section C-C section Deck plate 3000x1000x200 9500 3000 3000 250 Detail ''F'' +2.20 +2.20 Hmax = +1.68 3200 H800x300x14x26, L=23.2m H400x400x13x21 L=9.5m 2700 3000 PC bar D32 -1.00 500 2000 [-300x90x9x13 L=2.9m -1.23 250 20 400800 200 Htb = +1.16 1420 [-200x75x5.2x9 Sub-base t=200mm 10800 L100x100x10, L=3.8m Hmin = -1.28 Black sand K95 Crossbeam, L=9.4m 2[-300x90x9x13 Steel sheet pile, Larsen IV, L=20m Steel pile, L=48m H400x400 -17.85 -47.22 DETAIL ''F'' DETAIL ''E'' DETAIL ''D'' L50x50 [-300x90x9x13 Deck plate 3000x1000x20 L100x100x10@2m 2[-200x76x5.2x9 600 H800x300x14x26 H800 300 Steel pile H400x400 [-200x76x5.2x9 1500 Bolt M22 Larsen IV H800x300 D25 rebar Deck plate 3000x1000x20 PC bar D32@2m H400x400 900 DETAIL ''G'' Stiffener t=14mm S­êng t¨ng c­êng [-300x90x9x13 [-200x76x5.2x9 300 Plate 500x500x20 400 Stiffener plate, t=20mm 350 H400x400x13x21 Plate 500x500x20 H400x400x13x21 H400x400x13x21 L100x100x10 CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER L100x100x10 Bracing SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- TYPICAL SECTION OF TEMPORARY JETTY 1A - OPTION SCALE: structures of temporary JETTY 2A -OPTION DETAIL ''A'' B C D32@3m, L=1.57m D32, L=10.5m 2[-200x75x5.2x9 L=24.2m 15600 Larsen IV, L=20m 23400 5500 Detail ''G'' 5500 5500 1000 Deck plate 3000x1000x20 2000 A Concrete C20 t=350mm 10800 [200x76 Geotexti 150 400 [200x76 200 2000 2000 2000 9000 7@1200=8400 3000 27@400=10800 2[-200x75x5.2x9, L=9.0m 250 3000 9500 A H400x400 L=9.5m 20cm Sub base Steel plate 12000x1000x25 350 200 5500 3000 250 400 50 [-200x75x5.2x9 L=9.0m D32, L=11.74m PC bar D32 L=1.57m 20 [-200x75x5.2x9 L=23.2m B Deck plate 3000x1000x200 23400 H800x300x14x26 L=23.2m 2[-200x75x5.2x9 L=11.54m Plate 200x200 t=20mm 9000 Geotextile fabric H350x350x12x19, L=12m Larsen IV C a-a section 15600 200 2000 H800x300x14x26 L=23.2m L100x100x10, L=3.8m -1.00 PC bar D32 Black sand K95 Plate washer 165x165x20 Steel sheet pile, Larsen IV 2[-200x75x5.2x9, L=9.0m -13.50 Steel sheet pile, Larsen IV, L=20m Steel pile, L=48m H400x400 D32 +0.86 H350x350x12x19 L=12m 2[-200x75x5.2x9 L=11.54m -6.58 2[-200x76x5.2x9 +2.20 500 850 -0.30 -1.65 Crossbeam, 2[-300x90x9x13, L=9.5m Detail ''C'' H400x400x13x21 L=9.5m 600 Detail ''E'' Geotextile Fabric 200 +2.20 1: Detail ''A'' 2300 Hmin = -1.28 23400 23@1000=23000 200 20 400 800 200 Htb = +1.16 1420 Hmax = +1.68 DETAIL ''B'' DETAIL ''C'' Sub-base t=20cm 200 -17.85 500 -47.22 H350x350x12x19 NOTEs: - All the dimension are mm, levels are m CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE PREPARED BY CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY CHECKED BY NAME NGUYEN SY BAO SIGNATURE DATE PACKAGE J2 - GÓI THẦU J2 SMC4 JO- Designed date NGUYEN SONG TOAN Checked Date Approved Approved Date REV STRUCTURE OF TEMPORARY JETTY 2A - OPTION SCALE: TYPICAL SECTION of temporary JETTY 2A - OPTION b-b section C-C section Deck plate 3000x1000x200 9500 2000 3000 3000 250 Detail ''F'' +2.20 +2.20 H400x400x13x21 L=9.5m L100x100x10, L=3.8m 2700 Hmax = +1.68 H800x300x14x26, L=23.2m 3200 [-300x90x9x13 L=2.9m -1.23 3000 20 400800 200 1420 Htb = +1.16 250 Sub-base t=200mm 10800 PC bar D32 -1.00 500 [-200x75x5.2x9 Hmin = -1.28 Black sand K95 Crossbeam, L=9.4m 2[-300x90x9x13 Steel sheet pile, Larsen IV, L=20m Steel pile, L=48m H400x400 -17.85 -47.22 DETAIL ''G'' DETAIL ''F'' DETAIL ''E'' DETAIL ''D'' [-300x90x9x13 Deck plate 3000x1000x20 L50x50 L100x100x10@2m PC bar D32@2m 900 H800x300x14x26 300 Steel pile H400x400 [-200x76x5.2x9 1500 2[-200x76x5.2x9 D25 rebar Deck plate 3000x1000x20 Bolt M22 Larsen IV H800x300 Stiffener t=14mm S­êng t¨ng c­êng 600 H400x400 H800 [-300x90x9x13 Plate 500x500x20 400 [-200x76x5.2x9 300 Stiffener plate, t=20mm H400x400x13x21 350 H400x400x13x21 L100x100x10 Plate 500x500x20 H400x400x13x21 L100x100x10 Bracing CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- TYPICAL SECTION OF TEMPORARY JETTY 2A - OPTION SCALE: structures of temporary JETTY 1b - option c B H800x300x26x14 L=10.4m 200 10@1000=10000 DETAIL ''A'' ( 1: 50) 200 Steel plate 6000x1500x20 1000 4500 4500 400 C 220x80x12x8.7 L=16.5m Jetty 1A Deck Plate 3000x1000x200 626 1500 324 550 +2.20 C 300x100x15x10 L=1.8m C 220x80x12x8.7 L=16.5m H 800x300 L= 10.4m 1400 B Jetty 1A c 10400 9500 150 16500 Detail "A" 9500 Jetty 1A Hmax = +1.68 Htb = +1.16 DETAIL ''B'' (1:50) A - A SECTION ( 1:150 ) 150 16900 1000 +2.20 4500 4500 +2.20 6500 210 H400x400x21x13 L=8m H800x300x26x14 L=10.4m L100x100x10 L=3.8m Hmin = -1.28 C 220x80x12x8.7 L=16.5m C 220x80x12x8.7 L=16.5m Cross beam 2C 300x90x13x9 , L=6.4m 46 SPSP Detail "B" C 300x90x13x9 L=1.8m 14 A 6100 Stiffener plate t=14mm H 300x300 -4.59 Steel pile H400x400 , L=48m CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE PREPARED BY NAME NGUYEN SY BAO SIGNATURE DATE REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- Designed date STRUCTURE OF TEMPORARY JETTY 1B - OPTION1 CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date SCALE: TYPICAL SECTION OF JETTY 1B - OPTION B - B SECTION (1:75) 150 1500 150 3000 3000 250 +2.20 400 474 300225 +2.20 C - C SECTION (1:20) V 100x100x10 L=1.3m 1420 Hmax = +1.68 H 800x300x26x14 L=10.4m Htb = +1.16 Grille XG21 t=5mm H 400x400 L=8.0m C 300x100x15x10 1500 L 100x100x10 L=3.8m 650 650 100 50 2000 50 100 Detail "C" Hmin = -1.28 C 160x65x10x7.2 L=0.28m Cross beam 2C 300x90x13x9 , L=6.4m C 220x80x12x8.7 DETAIL C (1:30) -4.59 1750 3000 3000 Grille XG21 t=5mm L 100x100x10 L=1.3m 1500 100 C 160x65 L=0.28m 650 100 C 220x80x12x8.7 L=16.5m 300 Steel pile H400x400 , L=48m 650 +2.20 400 474 C 300x100x15x10 100 300 1150 H 400x400 , L=8m CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- TYPICAL SECTION OF JETTY 1B - SECTION SCALE: structures of temporary wharf 2b - option B - B SECTION (1:100) Subbase , t=200mm C 2C 200x76x5.2x9 L=22.5m A 8500 22700 +2.20 A Hmax = +1.68 1550 2C 200x76x5.2x9 L=9.240m Htb = +1.16 1500 14000 -0.70 D32 , l=10m 2720 1800 PC bar D32 L=10m 1800 8500 H 350x350x12x19 L=12m 8500 4220 B Hmin = -1.28 -2.02 1800 2C 200x76x5.2x9 L=7.85m 1550 Black sand K95 1370 2000 2000 2000 14000 2000 2000 2000 630 Steel sheet pile Larsen IV , L=20m 2C 200x76x5.2x9 L=13.8m D32 , l=15m B A - A SECTION (1:150) 200 Detail "A" 22500 +2.20 Hmax = +1.68 +2.20 1330 Htb = +1.16 C C - C SECTION (1:100) +1.44 Subbase , t=200mm 8500 Hmin = -1.28 1602 1500 2C 200x76x5.2x9 L=7.85m PC Bar D32 L=11.2m 2C 200x76x5.2x9 L=9.240m +1.14 H 350x350x12x19 L=12m 13500 102 -2.02 +2.20 DETAIL "A" (1:50) Steel sheet pile larsen IV , L=20m Black sand K95 Sub base t=200mm 500 200 +2.20 630 PC Bar D32 L=11.2m Steel sheet pile Larsen IV , L=20m Plate 165x165x20 H 350x350x19x12 L=12m NOTE : 2C 200x76x5.2x9 L=7.85m All dimensions are mm , levels are m CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- STRUCTURE OF TEMPORARY WHARF 2B - OPTION1 SCALE: structures of temporary JETTY 2b - option B - B SECTION (1:25) V 100x100x10 L=1.3m Pier 41 A Grille XG21 t=5mm 100 8100 7900 1500 B 650 650 100 B Jetty 2b 8700 370 14000 C 160x65x10x7.2 L=0.28m C 220x80x12x8.7 150 1500 150 8500 DETAIL "A" (1:50) Wharf 2b 370 20 50 50 40 C 220x80x12x8.7 L=8.1m Steel plate 2000x800x40 H 300x300 A 14000 +2.425 A - A SECTION Hmax = +1.68 Htb = +1.16 +2.20 SPSP 8100 Sub base 20cm Black sand K95 +2.475 DETAIL "B" (1:50) Detail "A" Detail "B" Hmin = -1.28 -1.95 Grille XG21 , t=5mm +2.425 Steel sheet pile larsen IV , L=20m C 220x80x12x8.7 L=8.1m +2.20 8500 7900 20cm Sub base 364 Steel pile Larsen IV, l=20m CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- STRUCTURE OF TEMPORARY JETTY 2B - OPTION1 SCALE: CONSTRUCTION METHOD OF JETTY OF WHARF STEEP 1: CONSTRUCTION OF WHARF STEEP 2: DRIVING STEEL PILE H400x400 - Locating the center of wharf - Driving steel sheet pile Larsen IV - Filling and compaction black sand - Filling sub base to disigning level - Completing of wharf STEEP 3: INSTALLING MAIN BEAM AND COVER PLATE - To moving of crane - Locating the center of steel pile H400x400 - Driving steel pile H400x400 - Installing beam H400x400 - Installing system connection C300 and V100 - Installing main beam H800x300 - Installing system connection whith main beam H800x300 - Installing guided bar - Installing corver plate 3000x1000x200 Vibration hammer Vibration hammer Level machine Moving direction Crawler crane 55 tons +2.20 +2.20 Crawler crane 55 tons Crawler crane 55 tons +2.20 H 400x400 Steel pile H 400x400 Steel sheet pile Larsen IV, L=20m Steel sheet pile Larsen IV, L=20m Main beam H 800x300 Guided bar H 400x400 Steel sheet pile Larsen IV, L=20m Steel pile H 400x400 , L=48m Steel pile H 400x400 STEEP 4: CONSTRUCTION NEXT SEGMENT OF JETTY STEEP 5: COMPLETING OF JETTY - To moving of crane - To moving guided bar - Locating the center of steel pile H400x400 - Driving steel pile H400x400 - Installing beam H400x400 - Installing system connection C300 and V100 - Installing main beam H800x300 - Installing system connection whith main beam H800x300 - Installing corver plate 3000x1000x200 - Installing railing - Completing of jetty Moving direction +2.20 Cover plate 3000x1000x200 Moving direction Cover plate 3000x1000x200 Main beam H 800x300 +2.20 Cover plate 3000x1000x200 +2.20 Main beam H 800x300 Guided bar H 400x400 Steel pile H 400x400 Steel sheet pile Larsen IV, L=20m Guided bar H 400x400 Steel sheet pile Larsen IV, L=20m Existing ground Steel pile H 400x400 , L=48m Steel pile H 400x400 , L=48m NOTES : All dimensions are mm , levels are m CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- CONSTRUCTION METHOD OF JETTY AND WHARF SCALE: CONSTRUCTION METHOD OF TEMPORARY RAMP WAY STEEP : EXCAVATION OF FOUNDANTION GABIONS STEEP : EXCAVATION SOIL Moving Direction - Excavator Soil by crawler Excavator in barge 500tons - Moving barge to dig inner Moving Direction - To dig soil foundation of gabion to designing level Crawler Excavator Crawler Excavator Excavation part Hmax = +1.68 Htb=+1.16 Barge 500 tons Hmax = +1.68 Barge 500 tons Htb=+1.16 Hmin = -1.28 Hmin = -1.28 Excavation part Existing ground Existing ground STEEP : INSTALLING GABIONS STEEP : SPREAD STONE IN GABIONS SCOPE - Transpost gabions by other 500tons barge - Use crawler excavator to installing gabions - Transpost stone 4x6cm in truck by other 500tons barge - Use crawler excavator to spread in gabions scope Moving Direction Moving Direction Crawler Excavator Crawler Excavator Excavation part Barge 500 tons Gabions Stone truck Gabions 1x1x2m Barge 500 tons Excavation part Hmax = +1.68 Htb=+1.16 Barge 500 tons Barge 500 tons Stone 4cmx6cm Hmax = +1.68 Htb=+1.16 Hmin = -1.28 Hmin = -1.28 Gabions Existing ground Existing ground STEEP : EXCAVATION NEXT SEGMENT STEEP : SPREAD STONE NEXT SEGMENT - Moving crawler excavation to gabions scope - Soil Excavator inner scope - Moving stone truck to next scope - Use crawler excavator to spread stone next scope Moving Direction Moving Direction Crawler Excavator Crawler Excavator Stone truck Stone truck Excavation part Barge 500 tons Stone 4cmx6cm Barge 500 tons Stone 4cmx6cm Hmax = +1.68 Htb=+1.16 Hmax = +1.68 Htb=+1.16 Hmin = -1.28 Hmin = -1.28 Gabions Gabions Existing ground Existing ground STEEP : PUMP BLACK SAND - Spread geotextile fabric - Transport black sand by truck in 500tons barge - Use pump to pump black sand designing scope Sand pump Pump pipe - Spread stone 4x6cm - Completing of temporary ramp way Crawler Excavator Barge 500 tons Black sand STEEP : COMPLETING TEMPORARY RAMP WAY Moving Direction Black sand Stone truck Stone 4x6cm Black sand Hmax = +1.68 Barge 500 tons Hmax = +1.68 Htb=+1.16 Htb=+1.16 Hmin = -1.28 Hmin = -1.28 Gabions Gabions Existing ground Existing ground NOTE: - All dimension are mm , Levels are m CONSORTIUM OF TITLE NAME NORTH-SOUTH EXPRESSWAY CONSTRUCTION PROJECT (BEN LUC - LONG THANH SECTION) THE CONTRACTOR THE ENGINEER THE EMPLOYER SIGNATURE DATE TITLE NAME SIGNATURE DATE PREPARED BY NGUYEN SY BAO Designed date CHECKED BY NGUYEN SONG TOAN Checked Date Approved Approved Date CHECKED BY Checked Checked date APPROVED BY Approved Approved Date APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- CONSTRUCTION OF METHOD TEMPORARY RAMP WAY SCALE: summary main quantities for temporary jetty at pier p40 - JETTY1a Particular Description H400x400x13x21 H400x400x13x21 H800x300x14x26 H600x200x11x17 C-200x76x5.2x9 C-200x76x5.2x9, L=0.3m Rebar D25 C - Chanel and L L50x50 shape L100x100x10, L=1.5m L100x100x10, L=3.8m C-300x90x9x13, L=2.9m C-300x90x9x13, L=9.4m Steel plate 9x1.0x0.25m Steel plate 500*500*20mm Stiffener t=14mm 748*143*14mm Deck plate 3.0x1.0x0.2m Concrete C20 9x1.0x0.20m Bolt M22 H - Beam and Steel pile Unit weight (kg/m) Unit Quantity Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Pcs m3 Set Total (Tons) 4.00 6.00 4.00 1.00 1.00 22.00 1.00 1.00 22.00 6.00 3.00 12.00 1.00 24.00 44.00 172.00 172.00 210.00 106.00 18.40 18.40 3.85 3.77 14.90 14.90 38.10 38.10 196.25 kg/m2 Length (m) Area (m2) 48.00 9.50 25.40 9.00 86.80 0.30 60.30 60.30 1.50 3.80 2.90 9.40 Weight (Kg) Number of sets 33,024.00 9,804.00 21,336.00 954.00 1,597.12 121.44 232.16 227.33 491.70 339.72 331.47 4,297.68 6.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 6.00 11.00 1.00 9.00 Total Remark 198,144.00 9,804.00 21,336.00 954.00 1,597.12 121.44 232.16 227.33 491.70 2,038.32 3,646.17 4,297.68 1,766.25 942.00 517.24 75.00 1.80 508.00 246,115.40 summary main quantities for wharf at pier p40 - WHARF Particular H - Beam C - Chanel Steel sheet pile PC bar Plate washer Sub-base Backfill K95 Description H350x350x12x19 2C-200x76x5.2x9 Type IV D32, L=14.75 D32, L=11.74 D32, L=1.760 100x100x25mm t=20cm Black sand Unit weight (kg/m) 137.00 36.80 76.10 6.31 6.31 6.31 Unit Quantity Kg Kg Kg Kg Kg Kg Kg m3 m3 5.00 1.00 125.00 8.00 9.00 4.00 Total Length (m) 12.00 68.14 20.00 14.75 11.74 1.76 Area (m2) Weight (Kg) 8,220.00 2,507.55 190,250.00 744.58 666.71 44.42 Number of sets 1.00 1.00 1.00 1.00 1.00 1.00 Total 8,220.00 2,507.55 190,250.00 744.58 666.71 44.42 66.73 47.42 620.03 202,499.99 Remark summary main quantities for temporary jetty at pier p40 - JETTY1B Particular Description H400x400x13x21 H400x400x13x21 H800x300x14x26 C-200x76x5.2x9 C-200x76x5.2x9, L=0.3m Rebar D25 L50x50 L100x100x10, L=1.5m L100x100x10, L=3.8m C - Chanel and L C-300x90x9x13, L=2.9m shape C-300x90x9x13, L=6.4m C-300x90x9x13, L=1.8m C-300x90x9x13, L=1.620m C-300x90x9x13, L=0.474m C-220x80x8.7x12, L=16.5m C-160x65x7.2x10, L=0.28m Steel plate 6x1.5x0.020m Steel plate 500*500*20mm Stiffener t=14mm 748*143*14mm Stiffener t=14mm 262*158*14mm Expanded metal XG21 , t=5mm Deck plate 3.0x1.0x0.2m Bolt M22 H - Beam and Steel pile Unit weight (kg/m) Unit Quantity Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg Kg 15.26 kg/m2 Kg Pcs Set Total (Tons) 3.00 3.00 3.00 1.00 5.00 1.00 1.00 14.00 4.00 2.00 6.00 1.00 3.00 3.00 3.00 7.00 1.00 9.00 15.00 3.00 1.00 172.00 172.00 210.00 18.40 18.40 3.85 3.77 14.90 14.90 38.10 38.10 38.10 38.10 38.10 28.70 18.20 157 kg/m2 Length (m) Area (m2) 48.00 8.00 10.40 44.80 0.30 39.00 39.00 1.50 3.80 2.90 9.40 1.80 1.62 0.47 16.50 0.28 Weight (Kg) Number of sets 24,768.00 4,128.00 6,552.00 824.32 27.60 150.15 147.03 312.90 226.48 220.98 2,148.84 68.58 185.17 54.18 1,420.65 35.67 3.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 5.00 1.00 1.00 1.00 1.00 1.00 1.00 377.69 1.00 9.00 24.75 Total Remark 74,304.00 4,128.00 6,552.00 824.32 27.60 150.15 147.03 312.90 679.44 1,104.90 2,148.84 68.58 185.17 54.18 1,420.65 35.67 1,413.00 353.25 176.33 13.65 377.69 20.00 220.00 94,099.65 summary main quantities for wharf at pier p41 - WHARF 2B Particular H - Beam C - Chanel Steel sheet pile PC bar Plate washer Sub-base Backfill K95 Description H350x350x12x19 2C-200x76x5.2x9 Type IV D32, L=15 D32, L=10 100x100x25mm t=20cm Black sand Unit weight (kg/m) 137.00 36.80 76.10 6.31 6.31 Unit Quantity Kg Kg Kg Kg Kg Kg m3 m3 5.00 1.00 113.00 4.00 7.00 Total Length (m) 12.00 45.09 20.00 15.00 10.00 Area (m2) Weight (Kg) 8,220.00 1,659.31 171,986.00 378.60 441.70 Number of sets 1.00 1.00 1.00 1.00 1.00 Total 8,220.00 1,659.31 171,986.00 378.60 441.70 43.18 38.59 332.00 182,728.79 Remark summary main quantities for temporary jetty at pier p41 - JETTY 2A Particular Description H400x400x13x21 H400x400x13x21 H800x300x14x26 H600x200x11x17 C-200x76x5.2x9 C-200x76x5.2x9, L=0.3m Rebar D25 C - Chanel and L L50x50 shape L100x100x10, L=1.5m L100x100x10, L=3.8m C-300x90x9x13, L=2.9m C-300x90x9x13, L=9.4m Steel plate 9x1.0x0.25m Steel plate 500*500*20mm Stiffener t=14mm 748*143*14mm Deck plate 3.0x1.0x0.2m Concrete C20 9x1.0x0.20m Bolt M22 H - Beam and Steel pile Particular H - Beam C - Chanel Steel sheet pile PC bar Plate washer Sub-base Backfill K95 Unit weight (kg/m) Unit Quantity Length (m) Area (m2) Weight (Kg) Kg 4.00 48.00 33,024.00 Kg 5.00 9.50 8,170.00 Kg 4.00 23.40 19,656.00 Kg 1.00 9.00 954.00 Kg 1.00 82.80 1,523.52 Kg 18.00 0.30 99.36 Kg 1.00 56.30 216.76 Kg 1.00 56.30 212.25 Kg 18.00 1.50 402.30 Kg 6.00 3.80 339.72 Kg 3.00 2.90 331.47 Kg 10.00 9.40 3,581.40 Kg 1.00 9.00 Kg 20.00 Kg 36.00 Pcs m3 Set Total (Tons) summary main quantities for wharf at pier p41 - WHARF 2A Description H350x350x12x19 2C-200x76x5.2x9 Type IV D32, L=10.5 D32, L=11.74 D32, L=1.57 100x100x25mm t=20cm Black sand 172.00 172.00 210.00 106.00 18.40 18.40 3.85 3.77 14.90 14.90 38.10 38.10 196.25 kg/m2 Unit weight (kg/m) Unit Quantity Length (m) Kg Kg Kg Kg Kg Kg Kg m3 m3 5.00 1.00 90.00 8.00 5.00 4.00 12.00 54.14 20.00 10.50 11.74 1.57 137.00 36.80 76.10 6.31 6.31 6.31 Total Area (m2) Number of sets 5.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 5.00 9.00 1.00 Weight (Kg) Number of sets 8,220.00 1,992.35 136,980.00 530.04 370.40 39.63 1.00 1.00 1.00 1.00 1.00 1.00 Total Remark 165,120.00 8,170.00 19,656.00 954.00 1,523.52 99.36 216.76 212.25 402.30 1,698.60 2,983.23 3,581.40 1,766.25 785.00 423.19 69.00 1.80 508.00 207,591.86 Total 8,220.00 1,992.35 136,980.00 530.04 370.40 39.63 51.03 33.70 365.99 148,183.44 Remark summary main quantities for temporary jetty at pier p41 - JETTY2B Particular C - Chanel and L shape Steel plate Expanded metal Description C-220x80x8.7x12 , L=8.1m C-160x65x7.2x10, L=0.28m Rebar D25 L50x50 2x0.8x0.04m XG21 , t=5mm Unit weight Unit (kg/m) 28.70 Kg 18.20 Kg 3.85 Kg 3.77 Kg 314 kg/m2 Kg 15.26 kg/m2 Kg Total (Tons) Quantity 3.00 2.00 1.00 1.00 1.00 1.00 Length (m) 8.10 0.28 8.10 8.10 Area (m2) 1.60 12.15 697.41 10.19 31.19 30.54 Number of sets 1.00 5.00 2.00 2.00 185.41 1.00 Weight (Kg) Total 697.41 50.96 62.37 61.07 502.40 185.41 1,559.62 Remark CONTRUCTION VOLUME OF RAM WAY AT PIER 40 No ITEMS Dedge and organic Filling sand K95 Compensation by sand Stone 4x6cm Compensation by stone 4x6cm Gabion 1mx1mx2m Steel beam H200x200, L=3m Geotextile fabric UNIT m3 m3 m3 m3 m3 each kg m2 VOLUME 1365.12 350.00 105.00 231.00 231.00 17.00 1796.40 784.00 NOTES Estimated 30% construction volume of sand Estimated 100% construction volume of stone CONTRUCTION VOLUME OF RAM WAY AT PIER 41 No ITEMS Dedge and organic Filling sand K95 Compensation by sand Stone 4x6cm Compensation by stone 4x6cm Gabion 1mx1mx2m Steel beam H200x200, L=3m Geotextile fabric UNIT m3 m3 m3 m3 m3 each kg m2 VOLUME 1010.55 300.00 90.00 201.60 201.60 17.00 1796.40 742.00 NOTES Estimated 30% construction volume of sand Estimated 100% construction volume of stone [...]... 3.77 14 .90 14 .90 38 .10 38 .10 38 .10 38 .10 38 .10 28.70 18 .20 15 7 kg/m2 Length (m) Area (m2) 48.00 8.00 10 .40 44.80 0.30 39.00 39.00 1. 50 3.80 2.90 9.40 1. 80 1. 62 0.47 16 .50 0.28 Weight (Kg) Number of sets 24,768.00 4 ,12 8.00 6,552.00 824.32 27.60 15 0 .15 14 7.03 312 .90 226.48 220.98 2 ,14 8.84 68.58 18 5 .17 54 .18 1, 420.65 35.67 3.00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 3.00 5.00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00... 1. 00 90.00 8.00 5.00 4.00 12 .00 54 .14 20.00 10 .50 11 .74 1. 57 13 7.00 36.80 76 .10 6. 31 6. 31 6. 31 Total Area (m2) Number of sets 5.00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 5.00 9.00 1. 00 Weight (Kg) Number of sets 8,220.00 1, 992.35 13 6,980.00 530.04 370.40 39.63 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 Total Remark 16 5 ,12 0.00 8 ,17 0.00 19 ,656.00 954.00 1, 523.52 99.36 216 .76 212 .25 402.30 1, 698.60 2,983.23 3,5 81. 40... temporary jetty at pier p40 - JETTY1 B Particular Description H400x400x13x 21 H400x400x13x 21 H800x300x14x26 C-200x76x5.2x9 C-200x76x5.2x9, L=0.3m Rebar D25 L50x50 L100x100x10, L =1. 5m L100x100x10, L=3.8m C - Chanel and L C-300x90x9x13, L=2.9m shape C-300x90x9x13, L=6.4m C-300x90x9x13, L =1. 8m C-300x90x9x13, L =1. 620m C-300x90x9x13, L=0.474m C-220x80x8.7x12, L =16 .5m C -1 6 0x65x7.2x10, L=0.28m Steel plate 6x1.5x0.020m... Jetty 1A c 10 400 9500 15 0 16 500 Detail "A" 9500 Jetty 1A Hmax = +1. 68 Htb = +1. 16 DETAIL ''B'' (1 : 50) A - A SECTION ( 1: 150 ) 15 0 16 900 10 00 +2.20 4500 4500 +2.20 6500 210 H400x400x21x13 L=8m H800x300x26x14 L =10 .4m L100x100x10 L=3.8m Hmin = -1 .28 C 220x80x12x8.7 L =16 .5m C 220x80x12x8.7 L =16 .5m Cross beam 2C 300x90x13x9 , L=6.4m 46 SPSP Detail "B" C 300x90x13x9 L =1. 8m 14 A 610 0 Stiffener plate t =14 mm H... 44.00 17 2.00 17 2.00 210 .00 10 6.00 18 .40 18 .40 3.85 3.77 14 .90 14 .90 38 .10 38 .10 19 6.25 kg/m2 Length (m) Area (m2) 48.00 9.50 25.40 9.00 86.80 0.30 60.30 60.30 1. 50 3.80 2.90 9.40 Weight (Kg) Number of sets 33,024.00 9,804.00 21, 336.00 954.00 1, 597 .12 12 1.44 232 .16 227.33 4 91. 70 339.72 3 31. 47 4,297.68 6.00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 1. 00 6.00 11 .00 1. 00 9.00 Total Remark 19 8 ,14 4.00 9,804.00 21, 336.00... Approved 1 Approved Date 1 APPROVED BY REV PACKAGE J2 - GÓI THẦU J2 SMC4 JO- STRUCTURE OF TEMPORARY WHARF 2B - OPTION1 SCALE: structures of temporary JETTY 2b - option 1 B - B SECTION (1 : 25) V 10 0x100x10 L =1. 3m Pier 41 A Grille XG 21 t=5mm 10 0 810 0 7900 15 00 B 650 650 10 0 B Jetty 2b 8700 370 14 000 C 16 0x65x10x7.2 L=0.28m C 220x80x12x8.7 15 0 15 00 15 0 8500 DETAIL "A" (1 : 50) Wharf 2b 370 20 50 50 40 C 220x80x12x8.7... Type IV D32, L =15 D32, L =10 10 0x100x25mm t=20cm Black sand Unit weight (kg/m) 13 7.00 36.80 76 .10 6. 31 6. 31 Unit Quantity Kg Kg Kg Kg Kg Kg m3 m3 5.00 1. 00 11 3.00 4.00 7.00 Total Length (m) 12 .00 45.09 20.00 15 .00 10 .00 Area (m2) Weight (Kg) 8,220.00 1, 659. 31 1 71, 986.00 378.60 4 41. 70 Number of sets 1. 00 1. 00 1. 00 1. 00 1. 00 Total 8,220.00 1, 659. 31 1 71, 986.00 378.60 4 41. 70 43 .18 38.59 332.00 18 2,728.79 Remark... J2 - GÓI THẦU J2 SMC4 JO- TYPICAL SECTION OF TEMPORARY JETTY 2A - OPTION 1 SCALE: structures of temporary JETTY 1b - option 1 c B H800x300x26x14 L =10 .4m 200 10 @10 00 =10 000 DETAIL ''A'' ( 1: 50) 200 Steel plate 6000x1500x20 10 00 4500 4500 400 C 220x80x12x8.7 L =16 .5m Jetty 1A Deck Plate 3000x1000x200 626 15 00 324 550 +2.20 C 300x100x15x10 L =1. 8m C 220x80x12x8.7 L =16 .5m H 800x300 L= 10 .4m 14 00 B Jetty 1A... Date 1 APPROVED BY CHECKED BY NGUYEN SONG TOAN Checked Date Approved 2 Approved Date SCALE: TYPICAL SECTION OF JETTY 1B - OPTION 1 B - B SECTION (1 : 75) 15 0 15 00 15 0 3000 3000 250 +2.20 400 474 300225 +2.20 C - C SECTION (1 : 20) V 10 0x100x10 L =1. 3m 14 20 Hmax = +1. 68 H 800x300x26x14 L =10 .4m Htb = +1. 16 Grille XG 21 t=5mm H 400x400 L=8.0m C 300x100x15x10 15 00 L 10 0x100x10 L=3.8m 650 650 10 0 50 2000 50 10 0... Kg 18 .20 Kg 3.85 Kg 3.77 Kg 314 kg/m2 Kg 15 .26 kg/m2 Kg Total (Tons) Quantity 3.00 2.00 1. 00 1. 00 1. 00 1. 00 Length (m) 8 .10 0.28 8 .10 8 .10 Area (m2) 1. 60 12 .15 697. 41 10 .19 31. 19 30.54 Number of sets 1. 00 5.00 2.00 2.00 18 5. 41 1.00 Weight (Kg) Total 697. 41 50.96 62.37 61. 07 502.40 18 5. 41 1,559.62 Remark CONTRUCTION VOLUME OF RAM WAY AT PIER 40 No 1 2 3 4 5 6 7 8 ITEMS Dedge and organic Filling sand