Shift Cost For Equipment & Manpower
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Estimate Cost (Equipment & Manpower) Embankment and Surcharge from Sta 19+700 ~ Sta 20+200 Using ingredient
Renting price (VND)
Shift / Man day
EstimateCost
a. Equipment: Excavator 0.7m3
20.84
1,595,000
33,246,792
Bulldozer D40
116.01
1,100,000
127,614,090
Pneumatic tyre roller 25 ton
227.34
1,100,000
250,072,526
4.75
1,650,000
7,842,384
Dump truck (10 ton)
53.00
1,100,000
58,299,137
Tank truck (5.0m3)
73.12
880,000
64,347,765
1,190.75
96,800
115,264,451
2,466.99
71,500
176,389,930
Grader (110 Hp)
b. Manpower: Skill worker Unskill worker
#REF!
#REF!
Total (Equipment & Manpower)
s
#REF!
0
EQUIPMENT & MANPOWER NEEDS FOR TO WORK EMBANKMENT From Sta 19+700 ~ Sta 20+200 No. 1
2
3
4
5
Code BH.1141
BJ.1132
BK.5113
BK.4111
AD.1111
Item Excavation bed road (Grade No.2) Đào móng nền đường ( cấp 2) Máy đào ô tô tự đổ Máy ủi Công nhân k lành nghề Dispose unsuitable soil Vứt bỏ đất không thích hợp Sand filling for bed road (K=95%) Cát lấp cho nền đường Máy ủi Máy san đất, máy ủi DĐầm bánh lốp Xe bồn ( ô tô xitec) Công nhân lành nghề Surcharge filling (K=90%) San lắp cát
Using ingredient
Unit 100m3
a. Machine: Excavator( 0.8m3) Dump truck (10 ton) Bulldozer (110 Hp) b. Manpower: Unskill worker
VB.3120
a. Machine: Bulldozer (110 Hp) Grader (110 Hp) Pneumatic tyre roller Tank truck (5.0m3) b. Manpower: Skill worker a. Machine: Bulldozer (110 Hp) Pneumatic type roller b. Manpower: Unskill worker
Site clearing
Spread geotextile b. Manpower: Skill worker Using ingredient
Shift/Man day
a. Equipment: Excavator (0.8m3) Bulldozer (110 Hp) Pneumatic tyre roller Grader (110 Hp) Dump truck (10 ton) Tank truck (5.0m3) b. Manpower: Skill worker Unskill worker
Quantity
Machine & Manpower needs
59.22
shift shift shift
0.352 0.555 0.06
md
16.320
20.84 32.87 3.67 0.00 966.42 59.22
a. Machine: Dump truck (10 ton)
a. Machine: Bulldozer (140 Hp) b. Manpower: Unskill worker 6
Norm
20.84 116.01 227.34 4.75 53.00 73.12 1,190.75 2,466.99
shift 100m3
0.340
shift shift shift shift
0.130 0.01 0.300 0.200
md 100m3
2.000
shift shift
0.13 0.25
md 100m2
3.160
shift
0.02
md 100m2
0.08
md
1.18
20.13 365.61 47.53 4.75 109.68 73.12 0.00 731.22 466.88 58.83 117.65 0.00 1,475.36 336.20 5.98 0.00 25.21 389.43 459.52
VOLUME OF EMBANKMENT & SURCHARGE Sta 19+740 ~ Sta 20+200 Distance No.
Station
Left side
(m)
Area (m ) Excavation
1
18.41
19+ 700
Right side Width (m)
2
Embankment
Area (m )
Surcharge Site clearing Geotextile
25.27
45.74
Excavation 2.55
Embankment 51.28
Left side Width (m)
2
Surcharge Site clearing Geotextile
19+ 720
3
19+ 740
4
19+ 760
5
19+ 780
0
0
0
15.128
26.683
46.212
28.540
11.752
27.965
48.815
4.111
29.178
51.129
4.79
49.63
70.04
31.310
5.085
15.024
15.886
17.640
20.00
30.140
33.090
10.916
40.573
70.044
43.810
47.020
31.950
35.490
8.918
41.412
70.044
44.050
47.410
20 20 20 20 6
19+ 800
1.775
34.918
52.020
32.660
36.990
8.002
28.501
48.672
30.650
19+ 820
3.504
35.797
53.517
33.290
37.390
3.540
30.496
39.527
35.270
19+ 840
2.895
34.912
54.824
34.140
38.400
1.784
34.548
38.910
37.150
19+ 860
10
19+ 880
11
19+ 900
12
19+ 920
6.210
33.737
56.536
34.720
38.630
1.716
34.580
37.657
36.010
43.520
9.751
31.557
58.156
35.200
39.050
1.486
36.080
36.734
36.960
44.760
6.089
31.482
57.005
36.010
39.830
2.786
28.207
30.465
35.220
42.140
7.200
31.113
56.102
35.930
39.340
4.188
25.496
31.159
35.140
40.910
20 20 20 20 13
19+ 940
8.654
31.633
57.257
36.830
40.380
3.831
25.349
29.734
35.220
19+ 960
8.756
31.442
55.889
37.490
41.050
4.411
26.802
31.608
35.230
19+ 980
11.047
34.142
64.418
37.840
41.290
8.688
26.198
33.045
35.130
20+ 000
17
20+ 020
18
20+ 040
19
20+ 060
13.424
34.314
65.164
38.670
42.340
8.339
20.594
31.360
33.720
39.460
11.891
34.862
65.064
38.580
42.150
7.591
22.679
30.590
34.190
39.610
17.238
33.620
70.538
37.800
41.090
9.261
22.628
30.115
34.090
39.140
13.993
33.738
64.740
38.060
41.720
10.746
20.880
30.142
32.930
37.850
20 20 20 20 20
20+ 080
9.492
36.189
64.726
38.200
42.350
0.940
34.180
30.321
36.310
20+ 100
3.942
39.176
64.258
38.670
42.740
4.014
43.864
31.144
37.600
20+ 120
4.472
35.797
63.415
38.490
42.320
2.892
46.595
30.728
36.560
20+ 140
24
20+ 160
25
20+ 180
26
20+ 200
0.000
51.205
62.221
39.370
44.220
0.366
55.407
29.779
38.390
49.610
0.000
57.348
61.041
39.720
45.500
0.000
101.890
29.467
44.760
62.120
0.000
58.159
60.091
40.000
46.610
0.000
79.052
24.442
43.650
62.100
0.000
71.506
59.870
42.150
51.530
0.000
68.812
23.685
42.020
59.030
20 20 20 Total Volume
0.00
73.32
1,009.02
1,400.89
0.00
151.28
266.83
462.12
285.40
313.10
98.70
646.49
859.30
176.40
268.80
546.48
950.27
586.80
644.00
160.01
555.97
859.30
614.50
158.63
571.43
999.44
620.90
685.80
198.34
819.85
1,400.88
878.60
58.86
640.96
1,031.49
646.10
724.80
169.20
699.13
1,187.16
747.00
52.79
707.15
1,055.37
659.50
743.80
115.42
589.97
881.99
659.20
63.99
707.09
1,083.41
674.30
757.90
53.24
650.44
784.37
724.20
91.05
686.49
1,113.60
688.60
770.30
35.00
691.28
765.67
731.60
159.61
652.94
1,146.92
699.20
776.80
32.02
706.60
743.91
729.70
158.40
630.39
1,151.61
712.10
788.80
42.72
642.87
671.99
721.80
132.89
625.95
1,131.07
719.40
791.70
69.74
537.03
616.24
703.60
158.54
627.46
1,133.59
727.60
797.20
80.19
508.45
608.93
703.60
174.10
630.75
1,131.46
743.20
814.30
82.42
521.51
613.42
704.50
198.03
655.84
1,203.07
753.30
823.40
130.99
530.00
646.53
703.60
244.71
684.56
1,295.82
765.10
836.30
170.27
467.92
644.05
688.50
253.15
691.76
1,302.28
772.50
844.90
159.30
432.73
619.50
679.10
291.29
684.82
1,356.02
763.80
832.40
168.52
453.07
607.05
682.80
312.31
673.58
1,352.78
758.60
828.10
200.07
435.08
602.57
670.20
234.85
699.27
1,294.66
762.60
840.70
116.86
550.60
604.63
692.40
134.34
753.65
1,289.84
768.70
850.90
49.54
780.44
614.65
739.10
84.14
749.73
1,276.73
771.60
850.60
69.06
904.59
618.72
741.60
44.72
870.02
1,256.36
778.60
865.40
32.58
1,020.02
605.07
749.50
0.00
1,085.53
1,232.62
790.90
897.20
3.66
1,572.97
592.46
831.50
0.00
1,155.07
1,211.32
797.20
921.10
0.00
1,809.42
539.09
884.10
0.00
1,296.65
1,199.61
821.50
981.40
0.00
1,478.64
481.27
856.70
3,610.53
17,547.14
28,118.84
17,067.50 18,980.90
2,311.17
19,014.09
18,569.64
16,837.40
45.200
20 23
0.00
46.490
20 22
457.38
43.430
20 21
252.74
40.450
20 16
184.05
41.070
20 15
Embankment Surcharge Site clearing
41.030
20 14
Surcharge Site clearing Geotextile Excavation
44.960
20 9
Embankment
Area (m2)
41.670
20 8
Volume (m ) 3
34.280
20 7
Area (m ) 2
70.05
20 2
Excavation
Right side
Volume (m ) 3
Distance No.
Station
Left side
(m)
Area (m2) Excavation
19+800.00
Embankment
Right side Width (m)
Surcharge Site clearing Geotextile
Area (m2) Excavation
Embankment
Left side Width (m)
Surcharge Site clearing Geotextile
Excavation
Right side
Volume (m3)
Area (m2)
Embankment
Surcharge Site clearing Geotextile Excavation
Volume (m3)
Area (m2)
Embankment Surcharge Site clearing
NKMENT & SURCHARGE 0 ~ Sta 20+200 Right side
Total of both side Area (m )
Volume (m3)
2
Geotextile
Excavation
Embankment
Area (m2) Surcharge
Site clearing Geotextile
0.00
257.37
1,261.76
1,858.27
200.00
249.98
913.32
1,321.42
670.20
428.81
1,102.45
1,809.57
1,201.30
1,314.20
944.30
356.97
1,391.28
2,400.32
1,499.50
1,630.10
816.90
228.06
1,340.09
2,218.65
1,393.10
1,541.70
759.50
168.21
1,297.12
1,937.36
1,318.70
1,503.30
866.30
117.23
1,357.53
1,867.78
1,398.50
1,624.20
884.80
126.05
1,377.77
1,879.27
1,420.20
1,655.10
882.80
191.63
1,359.54
1,890.83
1,428.90
1,659.60
869.00
201.12
1,273.26
1,823.60
1,433.90
1,657.80
830.50
202.63
1,162.98
1,747.31
1,423.00
1,622.20
819.40
238.73
1,135.91
1,742.52
1,431.20
1,616.60
821.00
256.52
1,152.26
1,744.88
1,447.70
1,635.30
815.20
329.02
1,185.84
1,849.60
1,456.90
1,638.60
799.10
414.98
1,152.48
1,939.87
1,453.60
1,635.40
790.70
412.45
1,124.49
1,921.78
1,451.60
1,635.60
787.50
459.81
1,137.89
1,963.07
1,446.60
1,619.90
769.90
512.38
1,108.66
1,955.35
1,428.80
1,598.00
812.80
351.71
1,249.87
1,899.29
1,455.00
1,653.50
899.20
183.88
1,534.09
1,904.49
1,507.80
1,750.10
916.90
153.20
1,654.32
1,895.45
1,513.20
1,767.50
948.10
77.30
1,890.04
1,861.43
1,528.10
1,813.50
1,117.30
3.66
2,658.50
1,825.08
1,622.40
2,014.50
1,242.20
0.00
2,964.49
1,750.41
1,681.30
2,163.30
1,211.30
0.00
2,775.29
1,680.88
1,678.20
2,192.70
20,274.90
5,921.70
36,561.23
46,688.48
33,619.50
38,942.70
Right side
Total of both side Area (m2) Geotextile
Volume (m3) Excavation
Embankment
Area (m2) Surcharge
Site clearing Geotextile
Renting price (VND)
Shift / Man day
EstimateCost
a. Equipment: Excavator 0.7m3
20.84
1,595,000
33,246,792
Bulldozer D40
116.01
1,100,000
127,614,090
Pneumatic tyre roller 25 ton
227.34
1,100,000
250,072,526
4.75
1,650,000
7,842,384
Dump truck (10 ton)
53.00
1,100,000
58,299,137
Tank truck (5.0m3)
73.12
880,000
64,347,765
1,190.75
96,800
115,264,451
2,466.99
71,500
176,389,930
Grader (110 Hp)
b. Manpower: Skill worker Unskill worker
#REF!
#REF!
Total (Equipment & Manpower)
s
#REF!
0
EQUIPMENT & MANPOWER NEEDS FOR TO WORK EMBANKMENT From Sta 19+700 ~ Sta 20+200 No. 1
2
3
4
5
Code BH.1141
BJ.1132
BK.5113
BK.4111
AD.1111
Item Excavation bed road (Grade No.2) Đào móng nền đường ( cấp 2) Máy đào ô tô tự đổ Máy ủi Công nhân k lành nghề Dispose unsuitable soil Vứt bỏ đất không thích hợp Sand filling for bed road (K=95%) Cát lấp cho nền đường Máy ủi Máy san đất, máy ủi DĐầm bánh lốp Xe bồn ( ô tô xitec) Công nhân lành nghề Surcharge filling (K=90%) San lắp cát
Using ingredient
Unit 100m3
a. Machine: Excavator( 0.8m3) Dump truck (10 ton) Bulldozer (110 Hp) b. Manpower: Unskill worker
VB.3120
a. Machine: Bulldozer (110 Hp) Grader (110 Hp) Pneumatic tyre roller Tank truck (5.0m3) b. Manpower: Skill worker a. Machine: Bulldozer (110 Hp) Pneumatic type roller b. Manpower: Unskill worker
Site clearing
Spread geotextile b. Manpower: Skill worker Using ingredient
Shift/Man day
a. Equipment: Excavator (0.8m3) Bulldozer (110 Hp) Pneumatic tyre roller Grader (110 Hp) Dump truck (10 ton) Tank truck (5.0m3) b. Manpower: Skill worker Unskill worker
Quantity
Machine & Manpower needs
59.22
shift shift shift
0.352 0.555 0.06
md
16.320
20.84 32.87 3.67 0.00 966.42 59.22
a. Machine: Dump truck (10 ton)
a. Machine: Bulldozer (140 Hp) b. Manpower: Unskill worker 6
Norm
20.84 116.01 227.34 4.75 53.00 73.12 1,190.75 2,466.99
shift 100m3
0.340
shift shift shift shift
0.130 0.01 0.300 0.200
md 100m3
2.000
shift shift
0.13 0.25
md 100m2
3.160
shift
0.02
md 100m2
0.08
md
1.18
20.13 365.61 47.53 4.75 109.68 73.12 0.00 731.22 466.88 58.83 117.65 0.00 1,475.36 336.20 5.98 0.00 25.21 389.43 459.52
VOLUME OF EMBANKMENT & SURCHARGE Sta 19+740 ~ Sta 20+200 Distance No.
Station
Left side
(m)
Area (m ) Excavation
1
18.41
19+ 700
Right side Width (m)
2
Embankment
Area (m )
Surcharge Site clearing Geotextile
25.27
45.74
Excavation 2.55
Embankment 51.28
Left side Width (m)
2
Surcharge Site clearing Geotextile
19+ 720
3
19+ 740
4
19+ 760
5
19+ 780
0
0
0
15.128
26.683
46.212
28.540
11.752
27.965
48.815
4.111
29.178
51.129
4.79
49.63
70.04
31.310
5.085
15.024
15.886
17.640
20.00
30.140
33.090
10.916
40.573
70.044
43.810
47.020
31.950
35.490
8.918
41.412
70.044
44.050
47.410
20 20 20 20 6
19+ 800
1.775
34.918
52.020
32.660
36.990
8.002
28.501
48.672
30.650
19+ 820
3.504
35.797
53.517
33.290
37.390
3.540
30.496
39.527
35.270
19+ 840
2.895
34.912
54.824
34.140
38.400
1.784
34.548
38.910
37.150
19+ 860
10
19+ 880
11
19+ 900
12
19+ 920
6.210
33.737
56.536
34.720
38.630
1.716
34.580
37.657
36.010
43.520
9.751
31.557
58.156
35.200
39.050
1.486
36.080
36.734
36.960
44.760
6.089
31.482
57.005
36.010
39.830
2.786
28.207
30.465
35.220
42.140
7.200
31.113
56.102
35.930
39.340
4.188
25.496
31.159
35.140
40.910
20 20 20 20 13
19+ 940
8.654
31.633
57.257
36.830
40.380
3.831
25.349
29.734
35.220
19+ 960
8.756
31.442
55.889
37.490
41.050
4.411
26.802
31.608
35.230
19+ 980
11.047
34.142
64.418
37.840
41.290
8.688
26.198
33.045
35.130
20+ 000
17
20+ 020
18
20+ 040
19
20+ 060
13.424
34.314
65.164
38.670
42.340
8.339
20.594
31.360
33.720
39.460
11.891
34.862
65.064
38.580
42.150
7.591
22.679
30.590
34.190
39.610
17.238
33.620
70.538
37.800
41.090
9.261
22.628
30.115
34.090
39.140
13.993
33.738
64.740
38.060
41.720
10.746
20.880
30.142
32.930
37.850
20 20 20 20 20
20+ 080
9.492
36.189
64.726
38.200
42.350
0.940
34.180
30.321
36.310
20+ 100
3.942
39.176
64.258
38.670
42.740
4.014
43.864
31.144
37.600
20+ 120
4.472
35.797
63.415
38.490
42.320
2.892
46.595
30.728
36.560
20+ 140
24
20+ 160
25
20+ 180
26
20+ 200
0.000
51.205
62.221
39.370
44.220
0.366
55.407
29.779
38.390
49.610
0.000
57.348
61.041
39.720
45.500
0.000
101.890
29.467
44.760
62.120
0.000
58.159
60.091
40.000
46.610
0.000
79.052
24.442
43.650
62.100
0.000
71.506
59.870
42.150
51.530
0.000
68.812
23.685
42.020
59.030
20 20 20 Total Volume
0.00
73.32
1,009.02
1,400.89
0.00
151.28
266.83
462.12
285.40
313.10
98.70
646.49
859.30
176.40
268.80
546.48
950.27
586.80
644.00
160.01
555.97
859.30
614.50
158.63
571.43
999.44
620.90
685.80
198.34
819.85
1,400.88
878.60
58.86
640.96
1,031.49
646.10
724.80
169.20
699.13
1,187.16
747.00
52.79
707.15
1,055.37
659.50
743.80
115.42
589.97
881.99
659.20
63.99
707.09
1,083.41
674.30
757.90
53.24
650.44
784.37
724.20
91.05
686.49
1,113.60
688.60
770.30
35.00
691.28
765.67
731.60
159.61
652.94
1,146.92
699.20
776.80
32.02
706.60
743.91
729.70
158.40
630.39
1,151.61
712.10
788.80
42.72
642.87
671.99
721.80
132.89
625.95
1,131.07
719.40
791.70
69.74
537.03
616.24
703.60
158.54
627.46
1,133.59
727.60
797.20
80.19
508.45
608.93
703.60
174.10
630.75
1,131.46
743.20
814.30
82.42
521.51
613.42
704.50
198.03
655.84
1,203.07
753.30
823.40
130.99
530.00
646.53
703.60
244.71
684.56
1,295.82
765.10
836.30
170.27
467.92
644.05
688.50
253.15
691.76
1,302.28
772.50
844.90
159.30
432.73
619.50
679.10
291.29
684.82
1,356.02
763.80
832.40
168.52
453.07
607.05
682.80
312.31
673.58
1,352.78
758.60
828.10
200.07
435.08
602.57
670.20
234.85
699.27
1,294.66
762.60
840.70
116.86
550.60
604.63
692.40
134.34
753.65
1,289.84
768.70
850.90
49.54
780.44
614.65
739.10
84.14
749.73
1,276.73
771.60
850.60
69.06
904.59
618.72
741.60
44.72
870.02
1,256.36
778.60
865.40
32.58
1,020.02
605.07
749.50
0.00
1,085.53
1,232.62
790.90
897.20
3.66
1,572.97
592.46
831.50
0.00
1,155.07
1,211.32
797.20
921.10
0.00
1,809.42
539.09
884.10
0.00
1,296.65
1,199.61
821.50
981.40
0.00
1,478.64
481.27
856.70
3,610.53
17,547.14
28,118.84
17,067.50 18,980.90
2,311.17
19,014.09
18,569.64
16,837.40
45.200
20 23
0.00
46.490
20 22
457.38
43.430
20 21
252.74
40.450
20 16
184.05
41.070
20 15
Embankment Surcharge Site clearing
41.030
20 14
Surcharge Site clearing Geotextile Excavation
44.960
20 9
Embankment
Area (m2)
41.670
20 8
Volume (m ) 3
34.280
20 7
Area (m ) 2
70.05
20 2
Excavation
Right side
Volume (m ) 3
Distance No.
Station
Left side
(m)
Area (m2) Excavation
19+800.00
Embankment
Right side Width (m)
Surcharge Site clearing Geotextile
Area (m2) Excavation
Embankment
Left side Width (m)
Surcharge Site clearing Geotextile
Excavation
Right side
Volume (m3)
Area (m2)
Embankment
Surcharge Site clearing Geotextile Excavation
Volume (m3)
Area (m2)
Embankment Surcharge Site clearing
NKMENT & SURCHARGE 0 ~ Sta 20+200 Right side
Total of both side Area (m )
Volume (m3)
2
Geotextile
Excavation
Embankment
Area (m2) Surcharge
Site clearing Geotextile
0.00
257.37
1,261.76
1,858.27
200.00
249.98
913.32
1,321.42
670.20
428.81
1,102.45
1,809.57
1,201.30
1,314.20
944.30
356.97
1,391.28
2,400.32
1,499.50
1,630.10
816.90
228.06
1,340.09
2,218.65
1,393.10
1,541.70
759.50
168.21
1,297.12
1,937.36
1,318.70
1,503.30
866.30
117.23
1,357.53
1,867.78
1,398.50
1,624.20
884.80
126.05
1,377.77
1,879.27
1,420.20
1,655.10
882.80
191.63
1,359.54
1,890.83
1,428.90
1,659.60
869.00
201.12
1,273.26
1,823.60
1,433.90
1,657.80
830.50
202.63
1,162.98
1,747.31
1,423.00
1,622.20
819.40
238.73
1,135.91
1,742.52
1,431.20
1,616.60
821.00
256.52
1,152.26
1,744.88
1,447.70
1,635.30
815.20
329.02
1,185.84
1,849.60
1,456.90
1,638.60
799.10
414.98
1,152.48
1,939.87
1,453.60
1,635.40
790.70
412.45
1,124.49
1,921.78
1,451.60
1,635.60
787.50
459.81
1,137.89
1,963.07
1,446.60
1,619.90
769.90
512.38
1,108.66
1,955.35
1,428.80
1,598.00
812.80
351.71
1,249.87
1,899.29
1,455.00
1,653.50
899.20
183.88
1,534.09
1,904.49
1,507.80
1,750.10
916.90
153.20
1,654.32
1,895.45
1,513.20
1,767.50
948.10
77.30
1,890.04
1,861.43
1,528.10
1,813.50
1,117.30
3.66
2,658.50
1,825.08
1,622.40
2,014.50
1,242.20
0.00
2,964.49
1,750.41
1,681.30
2,163.30
1,211.30
0.00
2,775.29
1,680.88
1,678.20
2,192.70
20,274.90
5,921.70
36,561.23
46,688.48
33,619.50
38,942.70
Right side
Total of both side Area (m2) Geotextile
Volume (m3) Excavation
Embankment
Area (m2) Surcharge
Site clearing Geotextile
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