Title | PERT CPM SAMPLE TO SAMPLE |
---|---|
Course | Bachelor of Science in Civil ENgineering |
Institution | Central Philippine University |
Pages | 1 |
File Size | 375.8 KB |
File Type | |
Total Downloads | 27 |
Total Views | 262 |
CONSTRUCTION SCHEDULE, S-CURVE AND NETWORK DIAGRAMCONTRACT ID :22GCONTRACT NAME :CONSTRUCTION OF FLOOD CONTROL STRUCTUREALONG HAMTIC RIVER, BRGY. CARIDAD - BRGY. IGBICAL, HAMTIC, ANTIQUELOCATION :BRGY. CARIDAD - BRGY. IGBICAL, HAMTIC, ANTIQUECONTRACTOR :IBC INTERNATIONAL BUILDERS CORPORATIONS-CURVEA...
CONSTRUCTION SCHEDULE, S-CURVE AND NETWORK DIAGRAM CONTRACT ID CONTRACT NAME
: 22G00015 : CONSTRUCTION OF FLOOD CONTROL STRUCTURE ALONG HAMTIC RIVER, BRGY. CARIDAD - BRGY. IGBICAL, HAMTIC, ANTIQUE : BRGY. CARIDAD - BRGY. IGBICAL, HAMTIC, ANTIQUE : IBC INTERNATIONAL BUILDERS CORPORATION
LOCATION CONTRACTOR
B
*Mobilization 15 CD
A 0 0
15 15
*Clearing and Grubbing *Embankment (From Roadway/Structure Excavation) 15 CD
*Clearing and Grubbing *Embankment (From Roadway/Structure Excavation) 15 CD 30 30
D
*Furnishing of Steel Sheet Pile (Z-Type, Grade 50)
C
15 15
15 CD
E
30 30
203 CD
*Furnishing of Steel Sheet Pile (Z-Type, Grade 50) 30 CD 60 60
F
*Steel Sheet Pile (Z-Type, Grade 50), Driven 30 CD
G 60 60
*Clearing and Grubbing *Embankment (From Roadway/Structure Excavation)
S-CURVE
*Provision of Fieled Office for the Engineer (Rental Basis) *Operation and Maintenance of Field Office for the Engineer *Project Billboard/Sign Board *Occupational Safety and Health Program
30 CD
*Steel Sheet Pile (Z-Type, Grade 50), Driven 45 CD
*Embankment (From Borrow) *Concrete (Slope Protection) 45 CD
H
60 60
I 105 105
J 105 105
K
*Furnishing of Steel Sheet Pile (Z-Type, Grade 50) 45 CD
*Concrete (Slope Protection) 30 CD 135 135 *Structural Concrete (Class A, 28 days) *Reinforcing Steel, Grade 40 *Reinforcing Steel, Grade 60 *Formworks and Falseworks *Bed Course Granular Material 30 CD 135 135 15 CD
105 105
*Embankment (From Borrow) *Furnishing of Steel Sheet Pile (Z-Type, Grade 50) *Steel Sheet Pile (Z-Type, Grade 50), Driven 135 135 30 CD
*Structural Concrete (Class A, 28 days) *Reinforcing Steel, Grade 40 *Reinforcing Steel, Grade 60 *Formworks and Falseworks
L
M
53 CD
*Aggregate Subbase Course *Grouted Riprap, Class A
N 15 CD
150 150
*Demobilzation
*Mattresses (0.3 m x 2 m x 6 m), Mettalic - Coated *Filter Cloth
O
S
53 CD
150 150 *Embankment (From Borrow) *Bed Course GranularMaterial *Concrete (Slope Protection) *Furnishing of Steel Sheet Pile (ZType, Grade 50) *Steel Sheet Pile (Z-Type, Grade 50), Driven
Q
15 CD 188 188
203 203
*Embankment (From Borrow) *Aggregate Subbase Course *Grouted Riprap, Class A *Bed Course Granular Material *Concrete (Slope Protection)
P
R 188 188
38CD
*Grouted Riprap, Class A
15 CD
MONTHLY ACCOMPLISHM ENT
D. REINFORCED CONCRETE
B. OTHER GENERAL REQUIREMENTS
A. FACILITIES FOR THE ENGINEER
ITEM NO.
A.1.1(8)
A.1.1(16)
B.5
B.7(1)
B.9
UNIT
Provision of Field Office for the Engineer (Rental Basis)
mos.
QUANTITY
6.77
UNIT COST
TOTAL COST
9,760.80
66,080.62
% WEIGHT
mos.
6.77
9,172.80
62,099.86
0.22%
Project Billboard/Sign Board
each
2.00
5,970.94
11,941.88
0.04%
mos.
6.77
11,919.81
80,697.11
2nd MONTH
3rd MONTH
4th MONTH
5th MONTH
6th M ONTH
60 cd
90 cd
120 cd
150 cd
180 cd
203 cd
0.034%
0.034%
0.034%
0.034%
0.034%
0.026%
30 CD 0.032%
30 CD 0.032%
30 CD 0.032%
30 CD 0.032%
30 CD 0.032%
30 CD 0.032%
23 CD 0.025%
30 CD 0.006%
30 CD 0.006%
30 CD 0.006%
30 CD 0.006%
30 CD 0.006%
30 CD 0.006%
23 CD 0.005%
30 CD 0.042%
30 CD 0.042%
30 CD 0.042%
30 CD 0.042%
30 CD 0.042%
30 CD 0.042%
23 CD 0.032%
30 CD 0.391%
30 CD
30 CD
30 CD
30 CD
30 CD
23 CD 0.391%
2.293%
4.586%
4.586%
15 CD 1.529%
15 CD 0.067%
30 CD 0.134%
30 CD 0.134%
8 CD 0.045%
0.015%
0.029%
0.029%
15 CD 0.010%
15 CD 0.432%
30 CD 0.864%
30 CD 0.864%
8 CD 0.288%
15 CD
30 CD
30 CD
8 CD
Mobilization/Demobilization
l. s.
1.00
221,764.20
221,764.20
0.78%
Structural Concrete (Class A, 28 days)
m³
499.00
7,384.87
3,685,050.13
12.99%
Reinforcing Steel, Grade 40
kg
1,431.00
75.46
107,983.26
0.38%
902(1)a2
Reinforcing Steel, Grade 60
kg
299.00
78.62
23,507.38
0.08%
1704(1)a
1704(1)b
1707(1)
1710(2)a
Formworks and Falseworks
m²
346.00
2,007.04
694,435.84
2.45%
Clearing and Grubbing
m²
5,358.00
30.31
162,400.98
0.57%
Embankment (From Roadway/Structure Excavation)
Embankment (From Borrow)
m³
m³
Aggregate Subbase Course
m³
1,167.00
4,325.00
65.00
279.40
326,059.80
615.63
2,662,599.75
1,226.10
79,696.50
0.286%
0.286%
30 CD 0.575%
30 CD 0.575%
30 CD
30 CD
50
1.15% 2.167%
2.167%
30 CD
30 CD
1712(2)
1714(2)a1
1714(3)
m³
531.00
4,508.88
2,394,215.28
8.44%
Bed Course Granular Material
m³
221.00
1,388.90
306,946.90
1.08%
Concrete (Slope Protection)
m³
476.00
8,918.97
4,245,429.72
14.97%
Mattresses (0.3 m x 2 m x 6 m), Metallic-Coated
m³
229.00
3,830.19
877,113.51
3.09%
m²
1,008.00
301.06
303,468.48
Furnishing of Steel Sheet Pile (Z-Type, Grade 50)
kg
104,832.00
100.35
10,519,891.20
37.09%
1717(10)
Steel Sheet Pile (Z-Type, Grade 50), Driven
m
1,440.00
1,061.54
1,528,617.60
5.39%
28,360,000.00
0.722%
30 CD 0.153%
8 CD 0.051%
15 CD 1.862%
30 CD 3.725%
8 CD 2.855%
15 CD 0.382%
30 CD 0.382%
23 CD 0.127%
3.455%
15 CD 3.455%
30 CD 3.455%
30 CD 3.455%
8 CD 1.152%
30 CD
30 CD
30 CD
30 CD 1.751%
8 CD 1.342%
30 CD 0.606%
23 CD 0.464%
30 CD
23 CD
1.07%
1717(4)b
TOTAL
2.167%
30 CD 0.077%
0.28%
Grouted Riprap, Class A
Filter Cloth
2.167%
9.39%
0.191% 1712(1)
4.122%
8.243%
8.243%
8.243%
8.243%
15 CD
30 CD 1.348%
30 CD 1.348%
30 CD 1.348%
30 CD 1.348%
30 CD
30 C%
30 CD
30 CD
0
100.00%
MONTHLY
5.49%
10.57%
15.33%
18.32%
23.26%
17.97%
9.06%
CUMMULATIVE
5.49%
16.06%
31.38%
49.71%
72.97%
90.94%
100.00%
SCHEDULED ACCOMPLISHMENT MONTHLY
1,556,622.71
2,996,771.81
4,346,702.07
5,196,923.86
6,597,016.79
5,095,233.88
2,570,728.88
CUMMULATIVE
1,556,622.71
4,553,394.52
8,900,096.58
14,097,020.44
20,694,037.23
25,789,271.11
28,360,000.00
SCHEDULED CASH FLOW
PREPARED BY:
IBC INTERNATIONAL BUILDERS CORPORATION
HELEN EDITH LEE TAN PRESIDENT
100
0.28%
902(1)a1
903(2)
7th MONTH
30 cd 0.034% 0.23%
Operation and Maintenance of Field Office for the Engineer
Occupational Safety and Health Program
1st MONTH
15 CD 900(1)c1
1700(1)
L. FLOOD AND RIVER CONTROL AND DRAINAGE
ITEM DESCRIPTION...