Jcp Earthworks

35
Jubail Commercial Port Subbstation No. 2, Jubail City corner Northing Easting Latitude Departure 1 - 2 36,472.595 71,567.287 (85.962) 91.424 2 - 3 36,386.633 71,658.711 (44.698) (41.608) 3 - 4 36,341.935 71,617.103 67.741 (108.554) 4 - 1 36,409.676 71,508.549 62.919 58.738 - - TOTAL VOLUME OF 15,553.640 (loose volume) BACKFILL 18,298.400 (compacted volu Use Class D - "Ge (59.730) 47.230 (26.030) (15.640) 26.180 (45.070) 59.580 13.480 Substation Building: length (mm) width (mm) Area 1 16,470.00 6,200.00 1,000.00 Excavation Works: height (elevation) Coordinates

Transcript of Jcp Earthworks

Jubail Commercial Port Subbstation No. 2, Jubail City

corner Northing Easting Latitude Departure

1 - 2 36,472.595 71,567.287 (85.962) 91.424

2 - 3 36,386.633 71,658.711 (44.698) (41.608)

3 - 4 36,341.935 71,617.103 67.741 (108.554)

4 - 1 36,409.676 71,508.549 62.919 58.738

- -

TOTAL VOLUME OF 15,553.640 (loose volume)

BACKFILL 18,298.400 (compacted volume)

Use Class D - "General Fill"

(59.730) 47.230

(26.030) (15.640)

26.180 (45.070)

59.580 13.480

Substation Building: length (mm) width (mm)

Area 1 16,470.00 6,200.00 1,000.00

Excavation Works: height

(elevation)

Coordinates

Area 2 57,380.00 25,240.00 1,000.00

Area 3 3,670.00 19,440.00 1,000.00

16,676.67

Transformer Area: length (mm) width (mm)

XFMR 1 7,550.00 8,550.00 1,800.00

XFMR 2 7,550.00 8,550.00 1,800.00

XFMR 3 7,550.00 8,550.00 1,800.00

Cable Trench: length (mm) width (mm)

CT1 11,600.00 3,683.00 1,750.00

CT2 11,600.00 4,583.00 1,750.00

CT3 11,600.00 4,583.00 1,750.00

Duct Bank: length (mm) width (mm)

DB1 24,000.00 4,000.00 1,000.00

DB2 24,000.00 4,000.00 1,000.00

DB3 31,360.00 4,000.00 1,000.00

DB4 6,600.00 1,300.00 1,000.00

DB5 6,600.00 1,300.00 1,000.00

DB6 6,600.00 1,300.00 1,000.00

DB7 24,000.00 4,420.00 1,000.00

DB8 44,080.00 4,420.00 1,000.00

DB9 26,000.00 3,980.00 1,000.00

DB10 21,000.00 4,420.00 1,000.00

DB11 31,580.00 4,420.00 1,000.00

DB12 13,260.00 1,300.00 1,000.00

DB13 27,260.00 1,500.00 1,000.00

DB14 6,660.00 1,300.00 1,000.00

DB15 6,660.00 1,300.00 1,000.00

height

(elevation)

height

(elevation)

height

(elevation)

Capacitor Bank: length (mm) width (mm)

CB1

CB2

CB3

Manhole Area: length (mm) width (mm)

EMH-01 3,560.00 3,560.00 1,800.00

EMH-02 5,080.00 5,080.00 1,800.00

EMH-03 1,700.00 1,700.00 1,800.00

EMH-04 1,700.00 1,700.00 1,800.00

EMH-05 1,960.00 1,960.00 1,800.00

EMH-06 5,080.00 5,080.00 1,800.00

EHH-01 1,760.00 1,760.00 1,000.00

EHH-02 1,000.00 1,000.00 1,000.00

length (mm) width (mm) no.

16,000.00 6,000.00 1.00

height

(elevation)

Gate House & Toilet

Area :

height

(elevation)

Bearing Azimuth by DPD

15,747.813 125.490 S 46° 45' 48.77" E 313° 14' 45.48" (85.962)

3,729.137 61.067 S 42° 56' 59.52" W 42° 56' 59.52" (216.622)

16,372.814 127.956 N 58° 02' 04.19" W 144° 19' 59.10" (193.579)

7,408.953 86.075 N 43° 01' 53.35" E (62.919)

15,553.640

(compacted volume) 18,298.400

Use Class D - "General Fill"

47.230 (2,821.048) (59.730) (2,821.048)

78.820 (2,051.685) (145.490) 2,275.464

18.110 474.120 (145.340) 6,550.474

(13.480) (803.138) (59.580) (803.138)

474.120 8,825.937

(5,675.871) (3,624.186)

(5,201.751) 5,201.751

(2,600.876) 2,600.876

remarks

Area (mm2) Area (m2)

102,114,000,000.00 102.114 102,114,000.00 102.114

Total volume for

excavation (mm3)

Distance

Total volume for

excavation (m3)

1,448,271,200,000.00 1,448.271 1,448,271,200.00 1,448.271

71,344,800,000.00 71.345 71,344,800.00 71.345 Substation Building:

1,621.730 1,621.730

remarks

Area (mm2) Area (m2)

116,194,500,000.00 116.195 64,552,500.00 64.553

116,194,500,000.00 116.195 64,552,500.00 64.553

116,194,500,000.00 116.195 64,552,500.00 64.553

348.584 193.66

remarks

74,764,900,000.00 74.765 gate house & toilet:

93,034,900,000.00 93.035 with bending

93,034,900,000.00 93.035 with bending

260.835

remarks

96,000,000,000.00 96.000

96,000,000,000.00 96.000

125,440,000,000.00 125.440 including EMH-01

8,580,000,000.00 8.580

8,580,000,000.00 8.580

8,580,000,000.00 8.580

106,080,000,000.00 106.080

194,833,600,000.00 194.834 including EMH-06

103,480,000,000.00 103.480

92,820,000,000.00 92.820

139,583,600,000.00 139.584 including EMH-02

17,238,000,000.00 17.238 including EHH-05

40,890,000,000.00 40.890 including EHH-01

8,658,000,000.00 8.658 including EHH-04

8,658,000,000.00 8.658 including EHH-03

Total volume for

excavation (mm3)

Total volume for

excavation (m3)

Total volume for

excavation (mm3)

Total volume for

excavation (m3)

Total volume for

excavation (mm3)

Total volume for

excavation (m3)

1,055.421

remarks

Area (mm2) Area (m2)

- -

- -

- -

-

manhole no. area (mm2) area (m2)

22,812,480,000.00 22.812 1.00 12,673,600.00 12.67

46,451,520,000.00 46.452 1.00 25,806,400.00 25.81

5,202,000,000.00 5.202 1.00 2,890,000.00 2.89

5,202,000,000.00 5.202 1.00 2,890,000.00 2.89

6,914,880,000.00 6.915 1.00 3,841,600.00 3.84

46,451,520,000.00 46.452 1.00 25,806,400.00 25.81

3,097,600,000.00 3.098 1.00 3,097,600.00 3.10

1,000,000,000.00 3.000 3.00 3,000,000.00 3.00

139.132 80.01

area (mm2) area (m2)

96,000,000.00 96.00

Total volume for

excavation (m3)

Total volume for

excavation (mm3)

Total volume for

excavation (mm3)

Total volume for

excavation (m3)

1.0

by DMD DA (DMD) DA (by DPD) 2.0

91.424 (7,858.990) (7,858.990) 3.0

141.240 (6,313.146) 9,013.208 4.0

(8.922) (604.385) 21,013.775 5.0

(58.738) (3,695.736) (3,695.736) 6.0

(18,472.257) 30,026.983 7.0

(11,554.726) 8.0

Total Area: 9,236.128 9,236.128 9.0

10.0

Summary:

Earth Works Total Volume Unit remark/s

Back Fill: 18,298.40 m3 compacted volume

Substation Building: 1,621.730 m3 to be excavated

Transformer Area: 348.584 m3 to be excavated

Cable Trench: 260.835 m3 to be excavated

Duct Bank: 1,055.421 m3 to be excavated

3,286.569

Backfill: 18,298.40 m3 compacted volume

Excavation: 3,286.57 m3 to be excavated

Asphalt Works: remark/s

Total Area: 9,236.13

less:

substation: 1,621.73

gate house & toilet: 96.00

telecom area: 90.00

manholes: 80.01

transformer area: 193.66

2,081.39

Total Volume: Area (m2) Thickness (m) Total Volume (m3) remark/s

Asphalt: 7,154.74 0.102 729.78 Total

Road

Yard

Base Course: 7,154.74 1.875 13,415.13 to be laid @ every 30cm; to be watered and compacted

Equipment

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

Dewatering pumps (electrically driven) and/or submersible pumps 9.0

10.0

11.0

12.0

13.0

14.0

15.0

16.0

17.0

Communication equipment; radios, mobiles for better coordination

Excavator (backhoe)

Dozers

Road Rollers/Compactors

Dump Trucks

Bobcats

Sheet Piling Materials

Survey Equipment

Water Tankers

to be laid @ every 30cm; to be watered and compacted

Manpower Quality

1.0

Construction Manager 1.0

QA/QC Manager 1.0

Safety Manager 1.0

Civil Field Engineer 1.0

Quality Control Engineer 1.0

Safety Officer 1.0

Civil Supervisor 1.0

Civil Foreman 2.0

Excavator Operator 2.0

Dozer Operator 1.0

Bobcat Operator 2.0

Road Roller / Compactor Operator 1.0

Dump Truck Driver 6.0

Labor / Helper 12.0

Riggers 2.0

Sheet Piling Erector 8.0

44.0

Project Manager

Jubail Commercial Port Subbstation No. 2, Jubail City

corner Northing Easting Latitude Departure

1 - 2 36,472.595 71,567.287 (85.962) 91.424

2 - 3 36,386.633 71,658.711 (44.698) (41.608)

3 - 4 36,341.935 71,617.103 67.741 (108.554)

4 - 1 36,409.676 71,508.549 62.919 58.738

- -

TOTAL VOLUME OF 15,553.640 (loose volume)

BACKFILL 18,298.400 (compacted volume)

Use Class D - "General Fill"

(59.730) 47.230

(26.030) (15.640)

26.180 (45.070)

59.580 13.480

Summary:

Earth Works Total Volume Unit

Back Fill: 18,298.40 m3 compacted volume

Substation Building: 1,621.730 m3 to be excavated

Transformer Area: 391.640 m3 to be excavated

Cable Trench: 260.835 m3 to be excavated

Duct Bank: 1,055.421 m3 to be excavated

Capacitor Bank: 64.971 m3 to be excavated

Manhole: 139.132 m3 to be excavated

3,533.73

Backfill: 18,298.40 m3 compacted volume

Excavation: 3,533.73 m3 to be excavated

Excavation Works: height

(elevation)

remark/s

Coordinates

Substation Building: length (mm) width (mm)

Area 1 16,470.00 6,200.00 1,000.00

Area 2 57,380.00 25,240.00 1,000.00

Area 3 3,670.00 19,440.00 1,000.00

16,676.67

Transformer Area: length (mm) width (mm)

XFMR 1 7,550.00 8,550.00 1,800.00

XFMR 2 7,550.00 8,550.00 1,800.00

XFMR 3 7,550.00 8,550.00 1,800.00

XFMR 4 4,600.00 3,600.00 1,300.00

XFMR 5 4,600.00 3,600.00 1,300.00

Cable Trench: length (mm) width (mm)

CT1 11,600.00 3,683.00 1,750.00

CT2 11,600.00 4,583.00 1,750.00

CT3 11,600.00 4,583.00 1,750.00

Duct Bank: length (mm) width (mm)

DB1 24,000.00 4,000.00 1,000.00

DB2 24,000.00 4,000.00 1,000.00

DB3 31,360.00 4,000.00 1,000.00

DB4 6,600.00 1,300.00 1,000.00

DB5 6,600.00 1,300.00 1,000.00

DB6 6,600.00 1,300.00 1,000.00

DB7 24,000.00 4,420.00 1,000.00

DB8 44,080.00 4,420.00 1,000.00

DB9 26,000.00 3,980.00 1,000.00

DB10 21,000.00 4,420.00 1,000.00

height

(elevation)

height

(elevation)

height

(elevation)

height

(elevation)

DB11 31,580.00 4,420.00 1,000.00

DB12 13,260.00 1,300.00 1,000.00

DB13 27,260.00 1,500.00 1,000.00

DB14 6,660.00 1,300.00 1,000.00

DB15 6,660.00 1,300.00 1,000.00

Capacitor Bank: length (mm) width (mm)

CBa1 3,500.00 3,500.00 1,000.0

CBa2 2,700.00 2,700.00 1,000.0

CBa3 1,455.00 1,455.00 1,000.0

Manhole Area: length (mm) width (mm)

EMH-01 3,560.00 3,560.00 1,800.00

EMH-02 5,080.00 5,080.00 1,800.00

EMH-03 1,700.00 1,700.00 1,800.00

EMH-04 1,700.00 1,700.00 1,800.00

EMH-05 1,960.00 1,960.00 1,800.00

EMH-06 5,080.00 5,080.00 1,800.00

EHH-01 1,760.00 1,760.00 1,000.00

EHH-02 1,000.00 1,000.00 1,000.00

length (mm) width (mm) no.

16,000.00 6,000.00 1.00

Gate House & Toilet

Area :

height

(elevation)

height

(elevation)

Bearing Azimuth

15,747.813 125.490 S 46° 45' 48.77" E 313° 14' 45.48"

3,729.137 61.067 S 42° 56' 59.52" W 42° 56' 59.52"

16,372.814 127.956 N 58° 02' 04.19" W 144° 19' 59.10"

7,408.953 86.075 N 43° 01' 53.35" E

15,553.640

(compacted volume) 18,298.400

Use Class D - "General Fill"

47.230 (2,821.048) (59.730) (2,821.048)

78.820 (2,051.685) (145.490) 2,275.464

18.110 474.120 (145.340) 6,550.474

(13.480) (803.138) (59.580) (803.138)

474.120 8,825.937

(5,675.871) (3,624.186)

(5,201.751) 5,201.751

(2,600.876) 2,600.876

compacted volume Asphalt Works:

to be excavated Total Area: 9,236.13

to be excavated less:

to be excavated substation: 1,621.73

to be excavated gate house & toilet: 96.00

to be excavated telecom area: 90.00

to be excavated manholes: 80.01

transformer area: 226.78

capacitor bank: 21.66

compacted volume 514.44

to be excavated

remarksTotal volume for

excavation (mm3)

Total volume for

excavation (m3)

remark/s

Distance

Area (mm2) Area (m2)

102,114,000,000.00 102.114 102,114,000.00 102.114

1,448,271,200,000.00 1,448.271 1,448,271,200.00 1,448.271

71,344,800,000.00 71.345 71,344,800.00 71.345

1,621.730 1,621.730

remarks

Area (mm2) Area (m2)

116,194,500,000.00 116.195 64,552,500.00 64.553

116,194,500,000.00 116.195 64,552,500.00 64.553

116,194,500,000.00 116.195 64,552,500.00 64.553

21,528,000,000.00 21.528 16,560,000.00 16.560

21,528,000,000.00 21.528 16,560,000.00 16.560

391.640 226.78

remarks

74,764,900,000.00 74.765

93,034,900,000.00 93.035 with bending

93,034,900,000.00 93.035 with bending

260.835

remarks

96,000,000,000.00 96.000

96,000,000,000.00 96.000

125,440,000,000.00 125.440 including EMH-01

8,580,000,000.00 8.580

8,580,000,000.00 8.580

8,580,000,000.00 8.580

106,080,000,000.00 106.080

194,833,600,000.00 194.834 including EMH-06

103,480,000,000.00 103.480

92,820,000,000.00 92.820

Total volume for

excavation (mm3)

Total volume for

excavation (m3)

Total volume for

excavation (mm3)

Total volume for

excavation (m3)

Total volume for

excavation (mm3)

Total volume for

excavation (m3)

Total volume for

excavation (mm3)

Total volume for

excavation (m3)

139,583,600,000.00 139.584 including EMH-02

17,238,000,000.00 17.238 including EHH-05

40,890,000,000.00 40.890 including EHH-01

8,658,000,000.00 8.658 including EHH-04

8,658,000,000.00 8.658 including EHH-03

1,055.421

remarks

no. of capacitor bank Area (mm2)

3.00 36,750,000,000.00 36.750 12,250,000.00

3.00 21,870,000,000.00 21.870 7,290,000.00

3.00 6,351,075,000.00 6.351 2,117,025.00

64.97

manhole no. area (mm2)

22,812,480,000.00 22.812 1.00 12,673,600.00

46,451,520,000.00 46.452 1.00 25,806,400.00

5,202,000,000.00 5.202 1.00 2,890,000.00

5,202,000,000.00 5.202 1.00 2,890,000.00

6,914,880,000.00 6.915 1.00 3,841,600.00

46,451,520,000.00 46.452 1.00 25,806,400.00

3,097,600,000.00 3.098 1.00 3,097,600.00

1,000,000,000.00 3.000 3.00 3,000,000.00

139.132

area (mm2) area (m2)

96,000,000.00 96.00

Total volume for

excavation (m3)

Total volume for

excavation (mm3)

Total volume for

excavation (mm3)

Total volume for

excavation (m3)

by DPD by DMD DA (DMD) DA (by DPD)

(85.962) 91.424 (7,858.990) (7,858.990)

(216.622) 141.240 (6,313.146) 9,013.208

(193.579) (8.922) (604.385) 21,013.775

(62.919) (58.738) (3,695.736) (3,695.736)

(18,472.257) 30,026.983

(11,554.726)

Total Area: 9,236.128 9,236.128

Total Volume: Area (m2) Thickness (m) Total Volume (m3) remark/s

Asphalt: 8,721.69 0.102 889.61 Total

2,110.30 Road

6,611.39 Yard

Base Course: 9,214.47 1.875 17,277.13 to be laid @ every 30cm; to be watered and compacted

Area (m2)

12.250

7.290

2.117

21.66

area (m2)

12.67

25.81

2.89

2.89

3.84

25.81

3.10

3.00

80.01

Equipment

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0 Dewatering pumps (electrically driven) and/or submersible pumps

10.0

to be laid @ every 30cm; to be watered and compacted

Dump Trucks

Bobcats

Sheet Piling Materials

Survey Equipment

Water Tankers

Communication equipment; radios, mobiles for better coordination

Road Rollers/Compactors

Excavator (backhoe)

Dozers

remark/s

Manpower Quality

1.0 1.0

2.0 Construction Manager 1.0

3.0 QA/QC Manager 1.0

4.0 Safety Manager 1.0

5.0 Civil Field Engineer 1.0

6.0 Quality Control Engineer 1.0

7.0 Safety Officer 1.0

8.0 Civil Supervisor 1.0

9.0 Civil Foreman 2.0

10.0 Excavator Operator 2.0

11.0 Dozer Operator 1.0

12.0 Bobcat Operator 2.0

13.0 Road Roller / Compactor Operator 1.0

14.0 Dump Truck Driver 6.0

15.0 Labor / Helper 12.0

16.0 Riggers 2.0

17.0 Sheet Piling Erector 8.0

44.0

Project Manager

Jubail Commercial Port Subbstation No. 2, Jubail City