p-1dotr.gov.ph/images/public_bidding/civilworks/maritime... · 2016-09-08 · p-1 sanitary sewage...
TRANSCRIPT
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S2
2
S2
2
1
P-1
SANITARY SEWAGE LAYOUTISOMETRICMEDICAL / DENTAL DISPENSARY
WATERLINE LAYOUTISOMETRICMEDICAL / DENTAL DISPENSARY
2
2
P-2
PLUMBING LEGEND:
M CB
GATE VALVE
CHECK VALVE
WATER METER
COLD WATERLINE
WASTE PIPE
SOIL PIPE
CATCH BASIN
AD AREA DRAIN
STORM DRAIN PIPE
CWL
DS DOWNSPOUT
RECEPTOR
UNDER FLOOR VENT
VEN ABOVE CEILING
WC
LAV
FD
CO
KS
WATER CLOSET
LAVATORY
FLOOR DRAIN
CLEAN OUT
KITCHEN SINK
HOSE BIBBHB
FAUCETF
SD SHOWER DRAIN
VENT PIPEVP
WP WASTE PIPE
SP SOIL PIPE
MV MAIN VENT
VENT THRU ROOF
UR URINAL
CWR COLD WATER RISER
HRP HORIZONTAL
RAINWATER PIPING
VAC VENT ABOVE CEILING
FCO FLOOR CLEANOUT
UNDER FLOOR VENTUFV
VTR
UTILITY VENTUV
SDP STORM DRAIN PIPE
CWL COLD WATER LINE
SHO SHOWER
RD ROOF DRAIN
DS DOWNSPOUT
CB CATCH BASIN
AD AREA DRAIN
Duty
Electrician
Power
Room
10
.0
0
3.2
33
.2
33
.2
4
FLOOR PLAN
SCALE 1:100 M
Incoming Power
Concrete Pedestal
Secondary Distribution
Concrete Pedestal
Longspan Color
Roof (Rib-type)
Steel Casement
Window
Flush Type Steel
Door (Flat-Sheet)
NGL
Finish Floor
Roof Apex
3.80
FRONT ELEVATION
SCALE 1:150 M
REAR ELEVATION
SCALE 1:150 M
3.80
Trench Floor Line
NGL
Finish Floor Line
Existing Boundary Wall Line
Roof Beam Line
RIGHT-SIDE ELEVATION
SCALE 1:150 M
Apex
5.0
5
2.6
6
2.6
0
1.2
01
.1
8
1.8
5
3.23 3.233.24
Power
Room
SECTION THRU "B"
SCALE 1:150 M
3.80
3.8
5
5.2
02
1
A3
KEY PLAN
ROOF PLAN
SCALE 1:150 M
LONGSPAN-RIB TYPE
ROOF
3.80
10
.0
0
3.2
33
.2
43
.2
3
LEFT-SIDE ELEVATION
SCALE 1:150 M
3.233.23 3.24
Trench Floor Line
NGL
Finish Floor Line
Existing Boundary Wall Line
Roof Beam Line
Apex
5.0
5
2.6
6
2.6
0
1.2
01
.1
8
1.8
5
Duty
Electrician
Power
Room
1
4
" Thk Marine Plywood
Ceiling Board, Paint Finished
1 x 20W Lighting Fixtures
Industrial and Recessed Type
SECTION THRU "A"
SCALE 1:150 M
3.233.23
3.24
4.46
1.2
0
0.6
0
6.9
6
5.6
2
3.8
9
2
A3
REFLECTED CEILING PLAN
SCALE 1:150 M
DOORS AND WINDOWS SCHEDULE
Steel Casement
Window
Steel Casement
Window
Flush Type Steel
Door (Flat-Sheet)
Flush Type Steel
Door (Flat-Sheet)
Flush Type Steel
Door (Flat-Sheet)
Power
Room
LIGHTING LAYOUT
SCALE 1:100 M
10
.0
0
3.2
33
.2
33
.2
4
3.80
S
S
ab
a
a
a
b
b
3
A3
Finish Floor Line
PEDESTAL (01) SECTION DETAIL
FOOTING (01) DETAIL
PEDESTAL PLAN
8-16 mmØ RSB
10mmØ RSB Lateral
ties space @
3-.05m,3-.10m, 3-.15m
& rest .20m distance
16 pcs Cut Bars
(RSB) Space @
0.25m Bothways
16 pcs x 16 mmØ
(RSB) Space @
0.22m Bothways
8 pcs x 20mmØ Vert
Bars (RSB) w/ 10mmØ
Lateral Ties
900mm x 400mm
Concrete Pedestal
400mm thk Footing
100mmØ PVC Conduit
COLUMN WALL FOOTING DETAIL
4-12 mmØ RSB
10mmØ RSB Lateral
Ties space @
3-.05m,3-.10m, 3-.15m
& rest .20m distance
NGL
FOUNDATION PLAN
SCALE 1:150 M
1.70
1.3
0
100mmØ PVC Conduit
0.4
0
0.90
1.70
1.3
0
0.4
0
0.90
WALL COLUMN
100mmØ PVC Conduit
2.0
0
0.2
5
0.2
0
0.30
0.30
0.40
0.4
0
1.9
5
1.30
10mmØ horizontal rebars
spacing @ 400mm bothways
3.80
10
.0
0
3.2
33
.2
33
.2
3
PEDESTAL 02 SECTION DETAIL
PLAN
4-16 mmØ RSB
10mmØ RSB Lateral Ties Space
@ 3 - 0.05m, 3 - 0.10m, 3 - 0.15m
& rest @ 0.20m distance
10 pcs 16mmØ Cut Bars
(RSB) Space @ 0.25m
Bothways
10 pcs 16mmØ
cut bars(RSB) space
@ 0.25m bothways
4-16mmØ Vertical
Rebars with 10mmØ
Lateral Ties
100mmØ PVC Conduit
FOOTING (2) PLAN DETAIL
NOT TO SCALE
1.2
0
1.2
0
0.48
0.48
0.4
8
0.3
5
0.48
1.20
0.9
0
P S RA
F
NA RTMT
O T NE
O
O
CDN
AT
RA
NOI
T
P
CI
NU
AE
DS
NOI
T
MM
Sheet C
ontent:
Revisions:
Sheet N
o.:
TS
DA
NT
E A
. LU
LU
Subm
itted by:
Checked by:
Prepared by:
Area M
anager - R
egion V
I &
VIII
Head - E
. A
. D
. D
. - P
MS
Approved by:
AB
ELA
RD
O D
. S
OR
E, JR
.
Th
e C
olu
mb
ia
T
ow
er, O
rtig
as A
ve
., M
an
da
lu
yo
ng
C
ity, M
etro
M
an
ila
Project M
anagem
ent S
ervice
DE
PA
RT
ME
NT
O
F T
RA
NS
PO
RT
AT
IO
N A
ND
C
OM
MU
NIC
AT
IO
NS
Republic of the P
hilippines
LO
CA
TIO
N :
PR
OJE
CT
N
AM
E :
A S
S
H
O
W
N
JU
LIA
NIT
O G
. B
UC
AY
AN
,JR
.
Undersecretary for P
roject Im
plem
entation
1
S1
Engineer III
ALE
XA
ND
ER
B
. F
ELIX
ILD
EF
ON
SO
T
. P
AT
DU
, JR
.
Assistant S
ecretary
Reccom
ending A
pproval:
Brg
y.C
ula
si, R
oxa
s C
ity, C
ap
iz
WE
ST
ER
N V
IS
AY
AS
P
CG
S
EA
RC
H A
ND
R
ES
CU
E B
AS
E
Co
nstru
ctio
n o
f P
ow
er h
ou
se
1.50
1.50
0.91 1.50 0.91
1.50
1.50 1.50
P L A N
R O O F FRONT ELEVATION SIDE ELEVATION
1.50
1.50
WF PLAN
0.91 1.50 0.91
ROOF FRAMING
1.50
G U A R D H O U S E
0.40
0.20
0.25
WALL FOOTING DETAIL
0.80
1.50
1.50
EE LAYOUT
S
P S RA
F
NA RTMT
O T NE
O
O
CDN
AT
RA
NOI
T
P
CI
NU
AE
DS
NOI
T
MM
Sheet C
ontent:
Revisions:
Sheet N
o.:
TS
DA
NT
E A
. LU
LU
Subm
itted by:
Checked by:
Prepared by:
OIC
, P
MS
Head - E
. A
. D
. D
. - P
MS
ILD
EF
ON
SO
T
. P
AT
DU
, JR
.
Approved by:
AB
ELA
RD
O D
. S
OR
E, JR
.
Assistant S
ecretary
Th
e C
olu
mb
ia
T
ow
er, O
rtig
as A
ve
., M
an
da
lu
yo
ng
C
ity, M
etro
M
an
ila
Project M
anagem
ent S
ervice
DE
PA
RT
ME
NT
O
F T
RA
NS
PO
RT
AT
IO
N A
ND
C
OM
MU
NIC
AT
IO
NS
Republic of the P
hilippines
LO
CA
TIO
N :
PR
OJE
CT
N
AM
E :
A S
S
H
O
W
N
Reccom
ending A
pproval:
JU
LIA
NIT
O G
. B
UC
AY
AN
,JR
.
Undersecretary for P
roject Im
plem
entation
Engineer III
ALE
XA
ND
ER
B
. F
ELIX
Brg
y.C
ula
si, R
oxa
s C
ity, C
ap
iz
WE
ST
ER
N V
IS
AY
AS
P
CG
S
EA
RC
H A
ND
R
ES
CU
E B
AS
E
Co
nstru
ctio
n o
f G
ua
rd
h
ou
se
2.50 2.50
2.50
2.50
5.00
5.00
2.50 2.50
2.50
2.50
5.00
5.00
0.60 0.60
0.60
P L A NROOF PLAN
2.50 2.50
5.00
2.50 2.50
5.00
FRONT ELEVATION RIGHT SIDE ELEVATION
2.50 2.50
2.50
2.50
5.00
5.00
0.60 0.60
0.60
ROOF FRMING PLAN
2.50 2.50
2.50
2.50
5.00
5.00
FOUNDATION PLAN
PEDESTAL DETAIL
0.25
0.45
0.17
0.90
0.50
0.10
0.10
0.70
0.70
P L A N
P L A N
0.05
0.40
0.05
0.50
P L A N
0.50
0.50
2.50 2.50
2.5
02
.5
0
5.0
0
5.00
S
ab
a
b
2.50 2.50
2.5
02
.5
0
5.0
0
5.00
S
cd
c
d
P S RA
F
NA RTMT
O T NE
O
O
CDN
AT
RA
NOI
T
P
CI
NU
AE
DS
NOI
T
MM
A
Th
e C
olu
mb
ia
T
ow
er, O
rtig
as A
ve
., M
an
da
lu
yo
ng
C
ity, M
etro
M
an
ila
Project M
anagem
ent S
ervice
DE
PA
RT
ME
NT
O
F T
RA
NS
PO
RT
AT
IO
N A
ND
C
OM
MU
NIC
AT
IO
NS
Republic of the P
hilippines
LO
CA
TIO
N :
PR
OJE
CT
N
AM
E :
Brg
y.C
ula
si, R
oxa
s C
ity, C
ap
iz
WE
ST
ER
N V
IS
AY
AS
P
CG
S
EA
RC
H A
ND
R
ES
CU
E B
AS
E
Co
nstru
ctio
n o
f B
oa
t S
he
d
DA
NT
E A
. LU
LU
Subm
itted by:
Checked by:
Prepared by:
OIC
, P
MS
Head - E
. A
. D
. D
. - P
MS
ILD
EF
ON
SO
T
. P
AT
DU
, JR
.
Approved by:
AB
ELA
RD
O D
. S
OR
E, JR
.
Assistant S
ecretary
Reccom
ending A
pproval:
JU
LIA
NIT
O G
. B
UC
AY
AN
,JR
.
Undersecretary for P
roject Im
plem
entation
Architect III
JO
ED
V
. V
ILLA
SIS
Sheet C
ontent:
Revisions:
Sheet N
o.:
TS
A S
S
H
O
W
N
1
1
3
2
1
A B C
FLOOR PLAN
8.00
5.00
5.00
11.25
16.00
MULTI-PURPOSE HALL
8.00
A B C
ROOF PLAN
8.00 8.00
16.00
1.00 1.00
13.90
A CB
SIDE ELEVATION 2
4.00
1.20
5.40
0.60
4.00
1.20
5.40
1 2 3
SIDE ELEVATION 1
A CB
SECTION 1
4.00
1.20
5.40
4.00
1.20
5.40
1 2 3
SECTION 2
A B C
EE LAYOUT
8.00
16.00
MULTI-PURPOSE HALL
8.00
S
abc
P S RA
F
NA RTMT
O T NE
O
O
CDN
AT
RA
NOI
T
P
CI
NU
AE
DS
NOI
T
MM
FLOOR FINISHES WALL FINISHES
ROOFING
Th
e C
olu
mb
ia
T
ow
er, O
rtig
as A
ve
., M
an
da
lu
yo
ng
C
ity, M
etro
M
an
ila
Project M
anagem
ent S
ervice
DE
PA
RT
ME
NT
O
F T
RA
NS
PO
RT
AT
IO
N A
ND
C
OM
MU
NIC
AT
IO
NS
Republic of the P
hilippines
LO
CA
TIO
N :
PR
OJE
CT
N
AM
E :
Brg
y.C
ula
si, R
oxa
s C
ity, C
ap
iz
WE
ST
ER
N V
IS
AY
AS
P
CG
S
EA
RC
H A
ND
R
ES
CU
E B
AS
E
Co
nstru
ctio
n o
f M
ulti P
urp
ose
H
all
DA
NT
E A
. LU
LU
Subm
itted by:
Checked by:
Prepared by:
OIC
, P
MS
Head - E
. A
. D
. D
. - P
MS
ILD
EF
ON
SO
T
. P
AT
DU
, JR
.
Approved by:
AB
ELA
RD
O D
. S
OR
E, JR
.
Assistant S
ecretary
Reccom
ending A
pproval:
JU
LIA
NIT
O G
. B
UC
AY
AN
,JR
.
Undersecretary for P
roject Im
plem
entation
Architect III
JO
ED
V
. V
ILLA
SIS
A
Sheet C
ontent:
Revisions:
Sheet N
o.:
TS
A S
S
H
O
W
N
1
1
3
2
1
A B C
FOUNDATION PLAN
8.00
5.00
5.00
11.25
16.00
8.00
1 2 3
FULL TRUSS DETAILS
1
.2
0
1
.2
0
1
.2
0
1
.2
0
0
.3
8
0
.3
0
1
.2
8
1.20
TYPICAL DETAILC1F1 ELEVATION
0.0
8
0.3
01
.0
00
.2
0
TYPICAL DETAILC1F1 PLAN
1.2
0
0.4
50
.3
00
.4
5
0.450.300.45
1.20
0.40
0.20
0.20
WALL FOOTING DETAILWF
h
d
h
d
AT SUPPORT AT MID SPANBEAM SECTION A-A BEAM SECTION B-B
L/4
B-BA-A
0.40L/5
L/4
0.40 L/5
L1
A-A
L2COLUMN
CANTILIVER BEAMSECTIOM
TYPICAL FLOOR BEAM/ROOFBEAM/GIRDER SECTION
COLUMN
TYP. DETAIL OF BEAM
A B C
ROOF FRAMING PLAN
8.00 8.00
16.00
1.00 1.00
P S RA
F
NA RTMT
O T NE
O
O
CDN
AT
RA
NOI
T
P
CI
NU
AE
DS
NOI
T
MM
Th
e C
olu
mb
ia
T
ow
er, O
rtig
as A
ve
., M
an
da
lu
yo
ng
C
ity, M
etro
M
an
ila
Project M
anagem
ent S
ervice
DE
PA
RT
ME
NT
O
F T
RA
NS
PO
RT
AT
IO
N A
ND
C
OM
MU
NIC
AT
IO
NS
Republic of the P
hilippines
LO
CA
TIO
N :
PR
OJE
CT
N
AM
E :
Brg
y.C
ula
si, R
oxa
s C
ity, C
ap
iz
WE
ST
ER
N V
IS
AY
AS
P
CG
S
EA
RC
H A
ND
R
ES
CU
E B
AS
E
Co
nstru
ctio
n o
f M
ulti P
urp
ose
H
all
DA
NT
E A
. LU
LU
Subm
itted by:
Checked by:
Prepared by:
OIC
, P
MS
Head - E
. A
. D
. D
. - P
MS
ILD
EF
ON
SO
T
. P
AT
DU
, JR
.
Approved by:
AB
ELA
RD
O D
. S
OR
E, JR
.
Assistant S
ecretary
Reccom
ending A
pproval:
JU
LIA
NIT
O G
. B
UC
AY
AN
,JR
.
Undersecretary for P
roject Im
plem
entation
Engineer III
ALE
XA
ND
ER
B
. F
ELIX
Sheet C
ontent:
Revisions:
Sheet N
o.:
TS
A S
S
H
O
W
N
1
S1
1 2 3 4 5
A
B
C
F L O O R P L A N
1 2 3 4 5
FRONT ELEVATION
1 2 3
R O O F P L A N
A B C
SIDE ELEVATION
1 2 3 4 5
REAR ELEVATION
P S RA
F
N A RTMT
O T NE
O
O
CDN
AT
RA
NOI
T
P
CINU
AE
DS
NOI
T
MM
Sheet C
ontent:
Revisions:
Sheet N
o.:
Th
e C
olu
mb
ia
T
ow
er, O
rtig
as A
ve
., M
an
da
lu
yo
ng
C
ity, M
etro
M
an
ila
Project M
anagem
ent S
ervice
DE
PA
RT
ME
NT
O
F T
RA
NS
PO
RT
AT
IO
N A
ND
C
OM
MU
NIC
AT
IO
NS
Republic of the P
hilippines
LO
CA
TIO
N :
PR
OJE
CT
N
AM
E :
TS
DA
NT
E A
. LU
LU
Subm
itted by:
Checked by:
Prepared by:
OIC
, P
MS
Head - E
. A
. D
. D
. - P
MS
Architect III
JU
AN
ILIT
O G
. B
UC
AY
AN
,JR
.
Approved by:
AB
ELA
RD
O D
. S
OR
E, JR
.
Undersecretary for P
roject Im
plem
entation
JO
ED
V
. V
ILLA
SIS
Recom
mending A
pproval:
A
ssistant S
ecretary for P
roject Im
plem
entation
ILD
EF
ON
SO
T
. P
AT
DU
, JR
.
SIT
E D
EV
ELO
PM
EN
T
1
A9
GH
KEY PLAN
Brg
y.C
ula
si, R
oxa
s C
ity, C
ap
iz
WE
ST
ER
N V
IS
AY
AS
P
CG
S
EA
RC
H A
ND
R
ES
CU
E B
AS
E
Co
nstru
ctio
n o
f P
CG
S
ea
rch
a
nd
R
escu
e B
ase
1 2 3 4 5
A
B
C
F L O O R P L A N
C1F1 C1F1 C1F1 C1F1 C1F1
C1F1C1F1 C1F1 C1F1 C1F1
C1F1 C1F1 C1F1 C1F1 C1F1
1 2 3 4 5
A
B
C
R O O F P L A NWALL FOOTING-TIE BEAM(WF-TB) DETAIL
TYP. DETAIL OF COLUMN FOOTING
P S RA
F
N A RTMT
O T NE
O
O
CDN
AT
RA
NOI
T
P
CINU
A
ED
SN
OIT
MM
SIT
E D
EV
ELO
PM
EN
T
AT SUPPORT AT MID SPANBEAM SECTION A-A BEAM SECTION B-B
B-BA-A A-A
CANTILIVER BEAMSECTIOM
TYPICAL FLOOR BEAM/ROOF BEAM
TYPICAL DETAIL OF BEAM
P S RA
FNA RT
MT
O T NE
O
O
CDN
AT
RA
NOI
T
P
CI
NU
AE
DS
NOI
T
MM
SIT
E D
EV
ELO
PM
EN
T
P S RA
FN A RT
MT
O T NE
O
O
CDN
AT
RA
NOI
T
P
CINU
AE
DS
NOI
T
MM
Sheet C
ontent:
Revisions:
Sheet N
o.:
Th
e C
olu
mb
ia
T
ow
er, O
rtig
as A
ve
., M
an
da
lu
yo
ng
C
ity, M
etro
M
an
ila
Project M
anagem
ent S
ervice
DE
PA
RT
ME
NT
O
F T
RA
NS
PO
RT
AT
IO
N A
ND
C
OM
MU
NIC
AT
IO
NS
Republic of the P
hilippines
Brg
y.C
ula
si, R
oxa
s C
ity, C
ap
iz
LO
CA
TIO
N :
PR
OJE
CT
N
AM
E :W
ES
TE
RN
V
IS
AY
AS
P
CG
S
EA
RC
H A
ND
R
ES
CU
E B
AS
E
TS
DA
NT
E A
. LU
LU
Subm
itted by:
Checked by:
Prepared by:
OIC
, P
MS
Head - E
. A
. D
. D
. - P
MS
Architect III
JU
AN
ILIT
O G
. B
UC
AY
AN
,JR
.
Approved by:
AB
ELA
RD
O D
. S
OR
E, JR
.
Undersecretary for P
roject Im
plem
entation
Recom
mending A
pproval:
JO
ED
V
. V
ILLA
SIS
A
ssistant S
ecretary for P
roject Im
plem
entation
ILD
EF
ON
SO
T
. P
AT
DU
, JR
.
AS
S
HO
WN
1
A1
0
Co
nstru
ctio
n o
f P
CG
S
ea
rch
a
nd
R
escu
e B
ase
PC
G H
EA
DQ
UA
RT
ER
S
AERIAL PERSPECTIVE
ME
DIC
AL
/ D
EN
TA
L D
IS
PE
NS
AR
Y
MU
LT
I-P
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PO
SE
H
AL
L,P
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ER
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RD
HO
US
E A
ND
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OA
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HE
D
LOCATION MAP
SITE
ME
P A
ND
A
TO
N W
AR
EH
OU
SE
CO
NT
AIN
ER
YA
RD
-7.0
0M E
LEV.
-6.00M ELEV.
-5.00M ELEV.
-4.00M ELEV.
-7.00M ELEV.
-8.00M ELEV.
O P
E N
S P
A C
E
ME
P A
ND
AT
ON
WA
RE
HO
US
E
O P
E N
S P
A C
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TR
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A
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AT
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P S RA
F
N A RTMT
O T NE
O
O
CDN
AT
RA
NOI
T
P
CINU
A
ED
SN
OIT
MM
Sheet C
ontent:
Revisions:
Sheet N
o.:
Th
e C
olu
mb
ia
T
ow
er, O
rtig
as A
ve
., M
an
da
lu
yo
ng
C
ity, M
etro
M
an
ila
Project M
anagem
ent S
ervice
DE
PA
RT
ME
NT
O
F T
RA
NS
PO
RT
AT
IO
N A
ND
C
OM
MU
NIC
AT
IO
NS
Republic of the P
hilippines
LO
CA
TIO
N :
PR
OJE
CT
N
AM
E :
TS
Subm
itted by:
Checked by:
Prepared by:
SIT
E D
EV
ELO
PM
EN
T
A
SIT
E D
EV
ELO
PM
EN
T P
LA
NP
CG
SA
RB
AS
E
DA
NT
E A
. LU
LU
OIC
, P
MS
Head - E
. A
. D
. D
. - P
MS
Architect III
JU
AN
ILIT
O G
. B
UC
AY
AN
,JR
.
Approved by:
AB
ELA
RD
O D
. S
OR
E, JR
.
Undersecretary for P
roject Im
plem
entation
Recom
mending A
pproval:
JO
ED
V
. V
ILLA
SIS
Assistant S
ecretary for P
roject Im
plem
entation
ILD
EF
ON
SO
T
. P
AT
DU
, JR
.
Brg
y.C
ula
si, R
oxa
s C
ity, C
ap
iz
WE
ST
ER
N V
IS
AY
AS
P
CG
S
EA
RC
H A
ND
R
ES
CU
E B
AS
E
Co
nstru
ctio
n o
f P
CG
S
ea
rch
a
nd
R
escu
e B
ase
2
10
CO
NT
AIN
ER
YA
RD
ME
DIC
AL
DIS
PE
NS
ER
Y B
UIL
DIN
GM
ULT
I P
UR
PO
SE
HA
LL
GH
O P
E N
S P
A C
E
ME
P A
ND
AT
ON
WA
RE
HO
US
E
O P
E N
S P
A C
E
GA
ZE
BO
O P
E N
S P
A C
E
HE
LIP
AD
AR
EA
TR
EE
TR
EE
S E
A
R
O
C
K
C
A
U
S
E
W
A
Y
-5.00M ELEV.
-4.00M ELEV.
-7.0
0M E
LEV.
-6.00M ELEV.
-7.00M ELEV.
-8.00M ELEV.
PS RA
F
NA RTMT
O T NE
O
O
CDN
AT
R
A
NOI
T
P
CINU
AE
DS
NOI
T
MM
2
A1
0
SIT
E D
EV
ELO
PM
EN
T P
LA
NP
CG
SA
RB
AS
E
Th
e C
olu
mb
ia
T
ow
er, O
rtig
as A
ve
., M
an
da
lu
yo
ng
C
ity, M
etro
M
an
ila
Project M
anagem
ent S
ervice
DE
PA
RT
ME
NT
O
F T
RA
NS
PO
RT
AT
IO
N A
ND
C
OM
MU
NIC
AT
IO
NS
Republic of the P
hilippines
LO
CA
TIO
N :
PR
OJE
CT
N
AM
E :
Brg
y.C
ula
si, R
oxa
s C
ity, C
ap
iz
WE
ST
ER
N V
IS
AY
AS
P
CG
S
EA
RC
H A
ND
R
ES
CU
E B
AS
E
Co
nstru
ctio
n o
f P
CG
S
ea
rch
a
nd
R
escu
e B
ase
Subm
itted by:
Checked by:
Prepared by:
DA
NT
E A
. LU
LU
OIC
, P
MS
Head - E
. A
. D
. D
. - P
MS
Architect III
JU
AN
ILIT
O G
. B
UC
AY
AN
,JR
.
Approved by:
AB
ELA
RD
O D
. S
OR
E, JR
.
Undersecretary for P
roject Im
plem
entation
Recom
mending A
pproval:
JO
ED
V
. V
ILLA
SIS
Assistant S
ecretary for P
roject Im
plem
entation
ILD
EF
ON
SO
T
. P
AT
DU
, JR
.
Sheet C
ontent:
Revisions:
Sheet N
o.:
TS
SIT
E D
EV
ELO
PM
EN
T
PCG
PPA
OFFICE
CONTAINER YARD -7.0
0M
ELEV.
-6.00M ELEV.
-5.00M ELEV.
-4.00M ELEV.
-7.00M ELEV.
-8.00M ELEV.
-9.00M ELEV.
-10.00M ELEV.
PROPOSED QUAY CONSTRUCTION
N
ST
A. 0
+0
00
ST
A. 0
+0
10
ST
A. 0
+0
20
ST
A. 0
+0
30
ST
A. 0
+0
40
ST
A. 0
+0
50
ST
A. 0
+0
60
ST
A. 0
+0
70
ST
A. 0
+0
80
ST
A. 0
+0
90
ST
A. 0
+1
00
ST
A. 0
+1
10
ST
A. 0
+1
20
ST
A. 0
+1
30
ST
A. 0
+1
40
ST
A. 0
+1
50
ST
A. 0
+1
60
PROPOSED QUAY CONSTRUCTION
ST
A. 0
-0
05
.7
8
RE
TA
IN
IN
G W
ALL
RE
TA
IN
IN
G W
AL
L
RA
MP
SL
OP
E 1
:1
0
P RA
NR
T
O T N
O
C
N
C
NU
AE
DS
NI
T
MM
166.80
30.00
3.816.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00
15.00
50.00
6.00 6.00 6.00 6.00 6.00 6.00 6.00 20.00 20.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 1.00
2.00
2.00
1.00
9.81 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00
ELEV.. 3.10
TOP OF CAPPING
QUAY STRUCTURE LAYOUT
SCALE 1: 300
14PCS OF 25 TONS BOLLARD
SPACED @ 12M
1.20
0.25
28PCS OF V-TYPE
RUBBER FENDER
SPACED @ 6M
0.25 X0.25M WHEEL GUARD
SITE DEVELOPMENT PLAN
SCALE 1: 2000
ELEV.. 3.10
TOP OF CAPPING
ELEV. 3.10
TOP OF RETAINING WALL
ELEV. 3.165
CERTERLINE
C
L
0.15M THK RAMP SLAB
W/ 12MMØ REBAR
SPACED @ 400MM B.W..
BROOM FINISHED W/
1"X1" SQUARE GROOVED
SPACED @ 0.25M
360
425
885
20
1
5
5
180
425
442.5
20
1
5
5
267
35
1
5
5
96
565
P RA
NR
T
O T N
O
C
N
CNU
AE
DS
NIT
MM
30.00
2.00
9.70
3.10
2.00 7.00 12.00 7.00 2.00
7.00 12.00 7.00 2.00
15.00 15.00
30.00
12m Length
Steel Sheet Pile
W12X40 WALING
RUBBER FENDER
V-TYPE SEE DET.
25 TON T-HEAD
BOLLARD
65MM Ø TIE ROD
HTS GRADE 80
W12X40 WALLING
12m Length
Steel Sheet Pile
W12X40 WALER
65MM Ø TIE ROD
HTS GRADE 80
T
T=15MM WALL THICKNESS
GRADE 80 TURN BUCKLE
2 EYE PIECES STRAP JOINT
EYE PIECE WELDED
STRAP JOINT
W12X40 WALER
EYE PIECE WELDED
STRAP JOINT
65MM Ø TIE ROD
HTS GRADE 80
T=15MM WALL THICKNESS
GRADE 80 TURN BUCKLE
2 EYE PIECES STRAP JOINT
1.50M EMBEDMENT
1200M
M
520MM
600M
M
1
3
M
M
13MM
2.00
DEMOLISH
C
L
2.00
0.80 1.20
W12X
40 W
ALE
R
ELEV.. 0.00
TOP OF CAPPING
ELEV.. 3.10
EXISTING ARMOUR STONE
E
X
I
S
T
I
N
G
A
R
M
O
U
R
S
T
O
N
E
E
X
I
S
T
I
N
G
A
R
M
O
U
R
S
T
O
N
E
STONE FILL
100KG/PC MAXIMUM
STONE FILL
100KG/PC MAXIMUM
25 TON T-HEAD
BOLLARD
61PCS-16MMØ LONG. BAR
16mmØ TRANS. BAR
@ 230MM PACING
65MM Ø TIE ROD
HTS GRADE 80
250MM THK PCCP
FUTURE -6.00
DREDGE ELEV..
0.54 0.940.52
3.10
250MM THK PCCP
0.80 1.20
W12X40 WALING
RUBBER FENDER
V-TYPE SEE DET.
STONE FILL
100KG/PC MAXIMUM
STONE FILL
100KG/PC MAXIMUM
16MMØ LONG. BAR
@ 250MM SPACING
16mmØ TRANS. BAR
@ 250MM PACING
16MMØ LONG. BAR
@ 125MM SPACING
16mmØ TRANS. BAR
@ 250MM PACING
16MMØ LONG. BAR
@ 125MM SPACING
16mmØ TRANS. BAR
@ 250MM PACING
16MMØ LONG. BAR
@ 125MM SPACING
16mmØ TRANS. BAR
@ 250MM PACING
6-16mmØ TRANS. BAR
BOTH SIDE OF THE QUAY
TOP OF CAPPING
ELEV.. 3.10
OBSTRUCTING ARMOUR
ROCK FOR EXTRACTION
EXISTING PAVEMENT
EXISTING CAUSEWAY
TYP. QUAY CROSS SECTION
SCALE 1: 100
TYP. TIE ROD & ANCHOR BLOCK PLAN
SCALE 1: 100
RUBBER FENDER
V-TYPE SEE DET.
25 TON T-HEAD
BOLLARD
STEEL SHEET
PILE
STEEL SHEET
PILE
TIE ROD DETAIL
SCALE 1: 25
3.0M X 12.0M CONCRETE ANCHOR BLOCK
PILE CAPPING DETAIL
SCALE 1:25
2 EYE PIECES STRAP JOINT
EYE PIECE WELDED
STRAP JOINT
HINGE & KEY
TIE ROD
CONNECTOR
SCALE 1: 20
1.60
PROVIDE 16MMØ DOWEL
@ 460MM SPACING
NOTE: EXPANSION JOINT &
CRACK INDUCER TO BE
DESIGNED BY CONTRACTOR
& FOR APPROVAL OF EADD
PROVIDE ONE BOLT
WELDED TO STEEL SHEET PILES
WELDED TO STEEL SHEET PILES
668M
M
279MM
ST
A. 0
+0
00
ST
A. 0
+0
10
ST
A. 0
+0
20
ST
A. 0
+0
30
ST
A. 0
+0
40
ST
A. 0
+0
50
ST
A. 0
+0
60
ST
A. 0
+0
70
ST
A. 0
+0
80
ST
A. 0
+0
90
ST
A. 0
+1
00
ST
A. 0
+1
10
ST
A. 0
+1
20
ST
A. 0
+1
30
ST
A. 0
+1
40
ST
A. 0
+1
50
ST
A. 0
+1
60
PROPOSED QUAY CONSTRUCTION
ST
A. 0
-0
05
.7
8
RE
TA
IN
IN
G W
ALL
RE
TA
IN
IN
G W
AL
L
RA
MP
SL
OP
E 1
:1
0
NOTE:
1. Dowels shall be supported and held in
place by an approved assembly.
2. All formed joints shall be finished with
radius 6mm or 13mm.
3. All grooves of contraction joints shall
4. Where paving operations are delayed
or stopped, provide dowel butt
construction joint (J-8).
alternative, a 10mm x 100mm x 3.0m
flat bar may be placed between joints
during paving operations to isolate the
joint during contraction.
be sawed within 24 hours. As an
THIS SIDE POURED
FIRST
2cm
+
/- 3m
m
0.2T
1 cm
0.1T
T/2
HINGED CONSTRUCTION (J-4)
16mm Ø x 60cm DEFORMED BAR
SPACED @ 60cm on center
1 cm
T/4 to T
/6
T/2
1 cm
T/4 to T
/6
T=
250M
M
DUMMY CONTRACTION (J-7)
DOWELED BUTT CONSTRUCTION (J-8)
25mm Ø x 60cm PLAIN BAR
SPACED @ 60cm on center
5. Concrete blocking shall be 3.0
meters x 3.0 meters, unless
otherwise governed by an abutting
edge.
T=
250M
MT
=250M
M
6. Provide expansion joint J-1 for PCCP
1 cm
T/2 to T
/4
DOWELED BUTT CONSTRUCTION (J-1)
T=
250M
M
ADJOINING CONCRETE STRUCTURE,
COPING OR CURB ETC
NEW PCCP
adjoining other concrete structure
P RA
N
R
T
O T N
O
C
N
CNU
AE
DS
NIT
MM
J4
J4
J4
J4
J4
J4
J4
J7
J1
J1
J1
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J1
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
J7
C
L
25PCS-20MMØ LONG. BAR
20MMØ TRANS. BAR
@ 250MM PACING
1.00
2.10
0.50
TOP OF RETAINING WALL ELEV.. 3.10
ELEV.. 0.00
ELEV.. 0.50
2.50
0.25
15PCS-20MMØ LONG. BAR
ANCHORED TO CAPPING
20mmØ TRANS. BAR
@ 250MM PACING
DEMOLISH
1.00
1.14
ST
A. 0+
161.56
ST
A. 0+
161.56
REBAR ANCHORED TO CAPPING
0.60M
ACHORED TO
PCCP
0.60M
ANCHORED TO
PCCP
250MM THK PCCP
250MM THK PCCP
EXISTING CAUSEWAY
E
X
I
S
T
I
N
G
A
R
M
O
U
R
S
T
O
N
E
PAVEMENT BLOCKING DETAIL
SCALE 1:300
2.61
54 JOINT @ 3.0M SPACING=162.00
3.50
3.50
3.00
3.00
3.00
3.00
3.50
3.50
12PCS-20MMØ LONG. BAR
20MMØ TRANS. BAR
@ 250MM PACING
X
X
Y
Y
RETAINING WALL DET.
SCALE 1:100
SECTION THRU YY
SCALE 1:50
SECTION THRU XX
SCALE 1:50
JOINT DETAIL
SCALE NTS
CLASS II ROCK
BASE FOR FOOTING
(100 TO 800KGS/PC., W50=400KGS.)
ELEV.. 0.00
ELEV.. 0.50
REBAR ANCHORED TO CAPPING
1.00
STONE FILL
100KG/PC MAXIMUM
EXISTING ARMOUR STONE
CLASS II ROCK
BASE FOR FOOTING
(100 TO 800KGS/PC., W50=400KGS.)
CLASS II ROCK
BASE FOR FOOTING
(100 TO 800KGS/PC., W50=400KGS.)
P RA
N
R
T
O T N
O
C
N
CNU
AE
DS
NIT
MM
-16
STA. 0+020
STA. 0+030
STA. 0+040
STA. 0+050
STA. 0+060
STA. 0+000
STA. 0+010
STA. 0-005.78
-14 -12 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16
-16 -14 -12 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16
-16 -14 -12 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16
-16 -14 -12 -10 -8 -6 -4 -2 0 2 4 8 10 12 14 16
-16 -14 -12 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16
-16 -14 -12 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16
-16 -14 -12 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16
-16 -14 -12 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16-18
-18
-18
-18
-16
-18
-18
-18
-18
18
18
18
ELEVATION
GROUND
ELEVATION
DESIGN
4.00
3.00
1.00
0.00
-1.00
-2.00
-3.00
2.00
4.00
3.00
1.00
0.00
-1.00
-2.00
-3.00
2.00
4.00
3.00
1.00
0.00
-1.00
-2.00
-3.00
2.00
4.00
3.00
1.00
0.00
-1.00
-2.00
-3.00
2.00
4.00
3.00
1.00
0.00
-1.00
-2.00
-3.00
2.00
4.00
3.00
1.00
0.00
-1.00
-2.00
-3.00
2.00
4.00
3.00
1.00
0.00
-1.00
-2.00
-3.00
2.00
4.00
3.00
1.00
0.00
-1.00
-2.00
-3.00
2.00
ELEVATION
GROUND
ELEVATION
DESIGN
ELEVATION
GROUND
ELEVATION
DESIGN
ELEVATION
GROUND
ELEVATION
DESIGN
ELEVATION
GROUND
ELEVATION
DESIGN
ELEVATION
GROUND
ELEVATION
DESIGN
ELEVATION
GROUND
ELEVATION
DESIGN
ELEVATION
GROUND
ELEVATION
DESIGN
-0.754
0.247
1.248
2.249
3.000
3.000
3.000
3.000
3.000
2.260
1.260
0.260
-0.340
-0.148
0.937
2.022
2.810
2.810
2.810
2.810
2.810
2.015
1.064
0.074
-0.520
3.105
3.115
3.125
3.135
3.145
3.155
3.165
3.155
3.145
3.135
3.125
3.115
3.105
3.105
3.115
3.125
3.135
3.145
3.155
3.165
3.155
3.145
3.135
3.125
3.115
3.105
-0.870
0.130
1.130
2.130
2.880
2.880
2.880
2.880
2.880
2.085
1.130
0.135
-0.860
3.105
3.115
3.125
3.135
3.145
3.155
3.165
3.155
3.145
3.135
3.125
3.115
3.105
-0.910
0.088
1.086
2.045
2.840
2.840
2.840
2.840
2.840
2.089
1.088
0.087
-0.914
3.105
3.115
3.125
3.135
3.145
3.155
3.165
3.155
3.145
3.135
3.125
3.115
3.105
-0.946
0.051
1.048
2.005
2.800
2.800
2.800
2.800
2.800
2.049
1.048
0.047
-0.954
3.105
3.115
3.125
3.135
3.145
3.155
3.165
3.155
3.145
3.135
3.125
3.115
3.105
-0.971
0.028
1.026
1.985
2.780
2.780
2.780
2.780
2.780
2.029
1.028
0.027
-0.974
3.105
3.115
3.125
3.135
3.145
3.155
3.165
3.155
3.145
3.135
3.125
3.115
3.105
-0.991
0.008
1.006
1.965
2.760
2.760
2.760
2.760
2.760
2.010
1.010
0.010
-0.990
6
3.105
3.115
3.125
3.135
3.145
3.155
3.165
3.155
3.145
3.135
3.125
3.115
3.105
-1.011
-0.012
0.986
1.945
2.740
2.740
2.740
2.740
2.740
1.990
0.990
-0.013
-1.010
3.100
-1.183
3.100
-0.590
3.100
-0.500
-0.390
-0.650
3.100
-0.770
-1.020
3.100
-1.550
-1.600
3.100
-1.020
-1.020
3.100
-1.660
-1.660
3.100
-1.170
-1.420
3.100
-1.386
-1.486
3.100
-1.160
-1.060
3.100
-1.413
-1.663
3.100
-1.620
-1.620
3.100
-1.660
-1.950
3.100
-1.570
-1.542
3.100
-1.660
-1.872
3.100
-1.340
-1.640
18
Area = 19.05
Area = 18.49
Area = 19.58
Area = 19.96
Area = 19.92
Area = 20.23
Area = 19.93
Area = 20.35Area = 21.42
Area = 21.99
Area = 21.36
Area = 20.73
Area = 20.86
Area = 21.90
Area = 21.24
Area = 20.67
3.105
3.115
3.125
3.135
3.145
3.155
3.165
3.155
3.145
3.135
3.125
3.115
3.105
P RA
N
R
T
O T N
O
C
N
C
NU
A
ED
SN
IT
MM
SECTION
SCALE 1:125
STA. 0+070
STA. 0+080
STA. 0+090
STA. 0+100
STA. 0+110
STA. 0+120
STA. 0+130
STA. 0+140
-16 -14 -12 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16
-16 -14 -12 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16
-16 -14 -12 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16
-16 -14 -12 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16
-16 -14 -12 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16
-16 -14 -12 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16
-16 -14 -12 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16
-16 -14 -12 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16
-18
4.00
3.00
1.00
0.00
-1.00
-2.00
-3.00
2.00
-18
4.00
3.00
1.00
0.00
-1.00
-2.00
-3.00
2.00
-18
4.00
3.00
1.00
0.00
-1.00
-2.00
-3.00
2.00
-18
4.00
3.00
1.00
0.00
-1.00
-2.00
-3.00
2.00
-18
4.00
3.00
1.00
0.00
-1.00
-2.00
-3.00
2.00
-18
4.00
3.00
1.00
0.00
-1.00
-2.00
-3.00
2.00
-18
4.00
3.00
1.00
0.00
-1.00
-2.00
-3.00
2.00
-18
4.00
3.00
1.00
0.00
-1.00
-2.00
-3.00
2.00
ELEVATION
GROUND
ELEVATION
DESIGN
ELEVATION
GROUND
ELEVATION
DESIGN
ELEVATION
GROUND
ELEVATION
DESIGN
ELEVATION
GROUND
ELEVATION
DESIGN
ELEVATION
GROUND
ELEVATION
DESIGN
ELEVATION
GROUND
ELEVATION
DESIGN
ELEVATION
GROUND
ELEVATION
DESIGN
ELEVATION
GROUND
ELEVATION
DESIGN
3.105
3.115
3.125
3.135
3.145
3.155
3.165
3.155
3.145
3.135
3.125
3.115
3.105
-1.031
-0.032
0.966
1.925
2.720
2.720
2.720
2.720
2.720
1.969
0.968
-0.033
-1.034
3.105
3.115
3.125
3.135
3.145
3.155
3.165
3.155
3.145
3.135
3.125
3.115
3.105
-1.056
-0.059
0.938
1.895
2.690
2.690
2.690
2.690
2.690
1.943
0.949
-0.045
-1.039
3.105
3.115
3.125
3.135
3.145
3.155
3.165
3.155
3.145
3.135
3.125
3.115
3.105
-1.066
-0.069
0.928
1.885
2.680
2.680
2.680
2.680
2.680
1.929
0.915
-0.073
-1.091
3.105
3.115
3.125
3.135
3.145
3.155
3.165
3.155
3.145
3.135
3.125
3.115
3.105
-1.116
-0.119
0.878
1.835
2.630
2.630
2.630
2.630
2.630
1.879
0.878
-0.123
-1.020
3.105
3.115
3.125
3.135
3.145
3.155
3.165
3.155
3.145
3.135
3.125
3.115
3.105
-0.990
-0.169
0.828
1.785
2.580
2.580
2.580
2.580
2.580
1.829
0.828
-0.173
-1.160
3.105
3.115
3.125
3.135
3.145
3.155
3.165
3.155
3.145
3.135
3.125
3.115
3.105
-1.180
-0.189
0.808
1.765
2.560
2.560
2.560
2.560
2.560
1.809
0.808
-0.193
-1.194
3.105
3.115
3.125
3.135
3.145
3.155
3.165
3.155
3.145
3.135
3.125
3.115
3.105
-1.070
-0.219
0.778
1.735
2.530
2.530
2.530
2.530
2.530
1.779
0.778
-0.223
-1.224
3.105
3.115
3.125
3.135
3.145
3.155
3.165
3.155
3.145
3.135
3.125
3.115
3.105
-0.970
-0.179
0.818
1.775
2.570
2.570
2.570
2.570
2.570
1.819
0.818
-0.183
-1.184
3.100
-1.720
-1.883
3.100
-1.330
-1.540
3.100
-1.730
-1.971
3.100
-1.390
-1.640
3.100
-1.541
3.100
-1.527
3.100
-1.020
-1.370
3.100
-1.130
-1.230
3.100
-1.160
-1.260
3.100
-0.990
-1.540
3.100
-1.632
-1.932
3.100
-1.180
-1.480
3.100
-1.640
-1.890
3.100
-1.070
-1.170
3.100
-1.910
-2.160
3.100
-0.970
-1.120
Area = 21.65
Area = 22.13
Area = 21.28
Area = 21.58
Area = 21.22 Area = 21.65
Area = 25.88Area = 22.95
Area = 21.80
Area = 22.51
Area = 22.92
Area = 21.40
Area = 22.38
Area = 22.76
Area = 21.61
Area = 2.33
Area = 2.86
Area = 23.24
Area = 3.18
Area = 2.93
Area = 2.77
Area = 1.82
P RA
N
R
T
O T N
O
C
N
C
NU
AE
DS
NI
T
MM
SECTION
SCALE 1:125
STA. 0+150 STA. 0+160.50
-16 -14 -12 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16 -16 -14 -12 -10 -8 -6 -4 -2 0 2 4 6 8 10 12 14 16
4.00
3.00
1.00
0.00
-1.00
-2.00
-3.00
2.00
-18
4.00
3.00
1.00
0.00
-1.00
-2.00
-3.00
2.00
-18
ELEVATION
GROUND
ELEVATION
DESIGN
ELEVATION
GROUND
ELEVATION
DESIGN
3.105
3.115
3.125
3.135
3.145
3.155
3.165
3.155
3.145
3.135
3.125
3.115
3.105
-1.123
-0.143
0.845
1.795
2.590
2.590
2.590
2.590
2.590
1.840
0.840
-0.160
-1.160
3.105
3.115
3.125
3.135
3.145
3.155
3.165
3.155
3.145
3.135
3.125
3.115
3.105
-1.120
-0.132
0.867
1.825
2.620
2.620
2.620
2.620
2.620
1.870
0.870
-0.130
-1.134
3.100
-1.760
-2.585
3.100
-1.123
3.100
-1.960
-2.696
3.100
-1.278
-1.545
Area = 2.42
Area = 2.67
Area = 23.73
Area = 22.58
Area = 23.57
Area = 22.52
ST
A. 0
+0
00
ST
A. 0
+0
10
ST
A. 0
+0
20
ST
A. 0
+0
30
ST
A. 0
+0
40
ST
A. 0
+0
50
ST
A. 0
+0
60
ST
A. 0
+0
70
ST
A. 0
+0
80
ST
A. 0
+0
90
ST
A. 0
+1
00
ST
A. 0
+1
10
ST
A. 0
+1
20
ST
A. 0
+1
30
ST
A. 0
+1
40
ST
A. 0
+1
50
ST
A. 0
+1
60
PROPOSED QUAY CONSTRUCTION
ST
A. 0
-0
05
.7
8
RE
TA
IN
IN
G W
ALL
RE
TA
IN
IN
G W
AL
L
RA
MP
SL
OP
E 1
:1
0
RETAINING WALL
P RA
N
R
T
O T N
O
C
N
CNU
A
ED
SN
IT
MM
SECTION
SCALE 1:125
PAVEMENT BLOCKING DETAIL & RAMP
SCALE 1:300
65mmØ TIE ROD HTS GR 80
SPACED @ 6M
CONCRETE ANCHOR BLOCK
@ 6M SPACING
0.15M THK RAMP SLAB
W/ 12MMØ REBAR
SPACED @ 400MM B.W..
BROOM FINISHED W/
1"X1" SQUARE GROOVED
SPACED @ 0.25M
RAMP TYP SECTION @ AA'
SCALE 1:100
1:1
0 S
LO
PE
0.15M THK RAMP SLAB
W/ 12MMØ REBAR
SPACED @ 400MM B.W..
BROOM FINISHED W/
1"X1" SQUARE GROOVED
SPACED @ 0.25M
STONE FILL
100KG/PC MAXIMUM
STONE FILL
100KG/PC MAXIMUM
STONE FILL
100KG/PC MAXIMUM
CLASS II ROCK
BASE FOR FOOTING
(100 TO 800KGS/PC., W50=400KGS.)
0.15M THK RAMP SLAB
W/ 12MMØ REBAR
SPACED @ 400MM B.W..
BROOM FINISHED W/
1"X1" SQUARE GROOVED
SPACED @ 0.25M
0.15M THK RAMP SLAB
W/ 12MMØ REBAR
SPACED @ 400MM B.W..
BROOM FINISHED W/
1"X1" SQUARE GROOVED
SPACED @ 0.25M
A
A'
B
B'
C'
C
RAMP TYP SECTION @ BB'
SCALE 1:100
RAMP TYP SECTION @ CC'
SCALE 1:100
6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00
0.30M. PROBABLY SETTLEMENT
0.30M. PROBABLY SETTLEMENT
0.30M. PROBABLY SETTLEMENT
255
Section VIII. Bill of Quantities
BID ANNEX 5
PROJECT TITLE : WESTERN VISAYAS PCG SEARCH & RESCUE BASELOCATION : Brgy. Culasi, Roxas City, Capiz
CONSTRUCTION OF QUAY STRUCTUREDEMOLITION WORKSCLASS III ROCKS (100kgs./pc. Maximum)CLASS II ROCKS (100 to 800 kgs./pc.)CONCRETE WORKS (5,000 psi)STEEL SHEET PILING WORKSP.C.C.P (0.25 m. thick)MOORING BOLLARDRUBBER FENDER
CONSTRUCTION OF HEADQUARTERS BUILDINGSITEWORKSCONCRETE WORKSMASONRY WORKSSTEEL WORKSMOISTURE & THERMAL PROTECTIONCEILING WORKSARCHITECTURAL WORKSDOORS, WINDOWS & ACCESSORIESPLUMBING, SANITARY AND DRAINAGE WORKSELECTRICAL WORKS
CONSTRUCTION OF MEDICAL AND DENTAL BUILDINGSITEWORKSCONCRETE WORKSMASONRY WORKSSTEEL WORKSMOISTURE & THERMAL PROTECTIONCEILING WORKSARCHITECTURAL WORKSDOORS, WINDOWS & ACCESSORIESPLUMBING, SANITARY AND DRAINAGE WORKSELECTRICAL WORKS
CONSTRUCTION OF WAREHOUSESITEWORKSCONCRETE WORKSMASONRY WORKSSTEEL WORKSMOISTURE & THERMAL PROTECTIONARCHITECTURAL WORKSDOORS, WINDOWS & ACCESSORIESPLUMBING, SANITARY AND DRAINAGE WORKSELECTRICAL WORKS
CONSTRUCTION OF MULTI-PURPOSE HALLSITEWORKSCONCRETE WORKSMASONRY WORKSSTEEL WORKSMOISTURE & THERMAL PROTECTIONARCHITECTURAL WORKSPLUMBING, SANITARY AND DRAINAGE WORKSELECTRICAL WORKS
VIII.IX.
l.s.l.s.l.s.l.s.l.s.l.s.l.s.l.s.l.s. 1.00
1.00 1.00 1.00 1.00 1.00
VII. l.s. 1.00 VIII. l.s. 1.00
V. l.s. 1.00 VI. l.s. 1.00
1.00
I. l.s. 1.00 II. l.s. 1.00 III. l.s. 1.00
VII. l.s. 1.00 VIII. l.s.
X. l.s. 1.00
V. l.s.
IV.V.VI.VII.
1.00 1.00
l.s. 1.00 III. l.s. 1.00 IV.
VII. l.s. 1.00 VIII. l.s. 1.00
1.00
IX.X.
l.s.l.s.
1.00 1.00
I.
l.s. 1.00
VI. l.s. 1.00
II.
l.s. 1.00 V. l.s. 1.00
II. l.s.
1.00 VI. l.s.
I. l.s. 1.00
II.III.
IV. l.s.
PROPOSAL SCHEDULE
(14.1) (14.2) (14.3) (14.4) (14.5) (14.6)ITEM ITEM OF WORK UNIT QUANTITY UNIT BID
A.SPL-1 l.s. 1.00
AMOUNT NO. COST
l.s. 1.00
701.A cu.m. 7,394.00 701.B cu.m. 35.00 405 cu.m. 1,973.00 605 l.m. 6,672.00 307 sq.m. 3,213.90 SPL-2 units 14.00 SPL-3 units 28.00
B.
C.
D.
E.
1.00
1.00
III. l.s. 1.00 IV. l.s. 1.00
I.
1.00 IX.
1 / 2
BID ANNEX 5
PROJECT TITLE : WESTERN VISAYAS PCG SEARCH & RESCUE BASELOCATION : Brgy. Culasi, Roxas City, Capiz
PROPOSAL SCHEDULE
(14.1) (14.2) (14.3) (14.4) (14.5) (14.6)ITEM ITEM OF WORK UNIT QUANTITY UNIT BID AMOUNT NO. COST
CONSTRUCTION OF POWER HOUSESITEWORKSCONCRETE WORKSMASONRY WORKSSTEEL WORKSMOISTURE & THERMAL PROTECTIONCEILING WORKSARCHITECTURAL WORKSDOORS, WINDOWS & ACCESSORIESPLUMBING, SANITARY AND DRAINAGE WORKSELECTRICAL WORKS
CONSTRUCTION OF TWO (2) UNITS BOAT SHEDSITEWORKSCONCRETE WORKSSTEEL WORKSMOISTURE & THERMAL PROTECTIONELECTRICAL WORKS
CONSTRUCTION OF TWO (2) UNITS GUARD HOUSESITEWORKSCONCRETE WORKSMASONRY WORKSSTEEL WORKSMOISTURE & THERMAL PROTECTIONARCHITECTURAL WORKSDOORS, WINDOWS & ACCESSORIESPLUMBING, SANITARY AND DRAINAGE WORKSELECTRICAL WORKS
CONSTRUCTION OF RAMPEXCAVATIONCLASS III ROCKS (100kgs./pc. Maximum)GROUTED RIPRAPP.C.C.P (0.15 m. thick)
REMOVAL OF STRUCTURES & OBSTRUCTIONS GENERAL REQUIREMENTSTEMPORARY FACILITIES
AMOUNT IN WORDS :
Submitted By :
Signing Authority :
Designation :Date :
SPL-5 l.s. 1.00
VII. l.s. 1.00 VIII. l.s. 1.00
SPL-4 l.s. 1.00
I.104 cu.m. 44.00 701.A cu.m. 290.00 602 cu.m. 59.00 307 sq.m. 290.00
V. l.s. 1.00 VI. l.s. 1.00
III. l.s. 1.00 IV. l.s. 1.00
I. l.s. 1.00 II. l.s. 1.00
H.
V. l.s. 1.00
III. l.s. 1.00 IV. l.s. 1.00
I. l.s. 1.00 II. l.s. 1.00
IX. l.s. 1.00 X. l.s. 1.00
VII. l.s. 1.00 VIII. l.s. 1.00
V. l.s. 1.00 VI. l.s. 1.00
III. l.s. 1.00 IV. l.s. 1.00
I. l.s. 1.00 II. l.s. 1.00
(Printed Name and Signature)
*** nothing follows ***
TOTAL PROJECT COST
SPL-6 l.s. 1.00
IX. l.s.
(Name of Firm)
1.00
F.
G.
2 / 2
256
Section IX. Bidding Forms
TABLE OF CONTENTS
Bid Form........................................................................................................................................ 257
Form of Contract Agreement ......................................................................................................... 259
Omnibus Sworn Statement ............................................................................................................ 261 Bid Securing Declaration ................................................................................................................ 263
257
Bid Form
Date: _________________________
IAEB1 No: ______________________
To: [name and address of PROCURING ENTITY]
Address: [insert address]
We, the undersigned, declare that:
(a) We have examined and have no reservation to the Bidding Documents, including Addenda, for the Contract [insert name of contract];
(b) We offer to execute the Works for this Contract in accordance with the Bid and Bid Data Sheet, General and Special Conditions of Contract accompanying this Bid;
The total price of our Bid, excluding any discounts offered in item (d) below is: [insert information];
The discounts offered and the methodology for their application are: [insert information];
(c) Our Bid shall be valid for a period of [insert number] days from the date fixed for the Bid submission deadline in accordance with the Bidding Documents, and it shall remain binding upon us and may be accepted at any time before the expiration of that period;
(d) If our Bid is accepted, we commit to obtain a Performance Security in the amount of [insert percentage amount] percent of the Contract Price for the due performance of the Contract;
(e) Our firm, including any subcontractors or suppliers for any part of the Contract, have nationalities from the following eligible countries: [insert information];
(f) We are not participating, as Bidders, in more than one Bid in this bidding process, other than alternative offers in accordance with the Bidding Documents;
(g) Our firm, its affiliates or subsidiaries, including any subcontractors or suppliers for any part of the Contract, has not been declared ineligible by the Funding Source;
(h) We understand that this Bid, together with your written acceptance thereof included in your notification of award, shall constitute a binding contract between us, until a formal Contract is prepared and executed; and
(i) We understand that you are not bound to accept the Lowest Evaluated Bid or any other Bid that you may receive.
1 If ADB, JICA and WB funded projects, use IFB.
258
Name:
In the capacity of:
Signed:
Duly authorized to sign the Bid for and on behalf of:
Date: ___________
259
Form of Contract Agreement
THIS AGREEMENT, made this [insert date] day of [insert month], [insert year] between [name and address of PROCURING ENTITY] (hereinafter called the“Entity”) and [name and address of Contractor] (hereinafter called the “Contractor”).
WHEREAS, the Entity is desirous that the Contractor execute [name and identification number of contract] (hereinafter called “the Works”) and the Entity has accepted the Bid for [insert the amount in specified currency in numbers and words] by the Contractor for the execution and completion of such Works and the remedying of any defects therein.
NOW THIS AGREEMENT WITNESSETH AS FOLLOWS:
1. In this Agreement, words and expressions shall have the same meanings as are respectively assigned to them in the Conditions of Contract hereinafter referred to.
2. The following documents shall be attached, deemed to form, and be read and construed as part of this Agreement, to wit:
(a) General and Special Conditions of Contract;
(b) Drawings/Plans;
(c) Specifications;
(d) Invitation to Apply for Eligibility and to Bid;
(e) Instructions to Bidders;
(f) Bid Data Sheet;
(g) Addenda and/or Supplemental/Bid Bulletins, if any;
(h) Bid form, including all the documents/statements contained in the Bidder’s bidding envelopes, as annexes;
(i) Eligibility requirements, documents and/or statements;
(j) Performance Security;
(k) Credit line issued by a licensed bank, if any;
(l) Notice of Award of Contract and the Bidder’s conforme thereto;
(m) Other contract documents that may be required by existing laws and/or the Entity.
3. In consideration of the payments to be made by the Entity to the Contractor as hereinafter mentioned, the Contractor hereby covenants with the Entity to execute and complete the Works and remedy any defects therein in conformity with the provisions of this Contract in all respects.
4. The Entity hereby covenants to pay the Contractor in consideration of the execution and completion of the Works and the remedying of defects wherein, the Contract Price or such other sum as may become payable under the provisions of this Contract at the times and in the manner prescribed by this Contract.
260
IN WITNESS whereof the parties thereto have caused this Agreement to be executed the day and year first before written.
Signed, sealed, delivered by the (for the Entity)
Signed, sealed, delivered by the (for the Contractor).
Binding Signature of PROCURING ENTITY
________________________________________________
Binding Signature of Contractor
_____________________________________________
[Addendum showing the corrections, if any, made during the Bid evaluation should be attached with this agreement]
261
Omnibus Sworn Statement
REPUBLIC OF THE PHILIPPINES ) CITY/MUNICIPALITY OF ______ ) S.S.
A F F I D A V I T
I, [Name of Affiant], of legal age, [Civil Status], [Nationality], and residing at [Address of Affiant], after having been duly sworn in accordance with law, do hereby depose and state that:
1. Select one, delete the other: If a sole proprietorship: I am the sole proprietor of [Name of Bidder] with office address at [address of Bidder]; If a partnership, corporation, cooperative, or joint venture: I am the duly authorized and designated representative of [Name of Bidder] with office address at [address of Bidder];
2. Select one, delete the other: If a sole proprietorship: As the owner and sole proprietor of [Name of Bidder], I have full power and authority to do, execute and perform any and all acts necessary to represent it in the bidding for [Name of the Project] of the [Name of the Procuring Entity]; If a partnership, corporation, cooperative, or joint venture: I am granted full power and authority to do, execute and perform any and all acts necessary and/or to represent the [Name of Bidder] in the bidding as shown in the attached [state title of attached document showing proof of authorization (e.g., duly notarized Secretary’s Certificate issued by the corporation or the members of the joint venture)];
3. [Name of Bidder] is not “blacklisted” or barred from bidding by the Government of the Philippines or any of its agencies, offices, corporations, or Local Government Units, foreign government/foreign or international financing institution whose blacklisting rules have been recognized by the Government Procurement Policy Board;
4. Each of the documents submitted in satisfaction of the bidding requirements is an authentic copy of the original, complete, and all statements and information provided therein are true and correct;
5. [Name of Bidder] is authorizing the Head of the Procuring Entity or its duly authorized representative(s) to verify all the documents submitted;
6. Select one, delete the rest:
262
If a sole proprietorship: I am not related to the Head of the Procuring Entity, members of the Bids and Awards Committee (BAC), the Technical Working Group, and the BAC Secretariat, the head of the Project Management Office or the end-user unit, and the project consultants by consanguinity or affinity up to the third civil degree; If a partnership or cooperative: None of the officers and members of [Name of Bidder] is related to the Head of the Procuring Entity, members of the Bids and Awards Committee (BAC), the Technical Working Group, and the BAC Secretariat, the head of the Project Management Office or the end-user unit, and the project consultants by consanguinity or affinity up to the third civil degree; If a corporation or joint venture: None of the officers, directors, and controlling stockholders of [Name of Bidder] is related to the Head of the Procuring Entity, members of the Bids and Awards Committee (BAC), the Technical Working Group, and the BAC Secretariat, the head of the Project Management Office or the end-user unit, and the project consultants by consanguinity or affinity up to the third civil degree;
7. [Name of Bidder] complies with existing labor laws and standards; and
8. [Name of Bidder] is aware of and has undertaken the following responsibilities as a Bidder: a) Carefully examine all of the Bidding Documents;
b) Acknowledge all conditions, local or otherwise, affecting the implementation of the
Contract;
c) Made an estimate of the facilities available and needed for the contract to be bid, if any; and
d) Inquire or secure Supplemental/Bid Bulletin(s) issued for the [Name of the Project].
IN WITNESS WHEREOF, I have hereunto set my hand this __ day of ___, 20__ at ____________,
Philippines. _____________________________________ Bidder’s Representative/Authorized Signatory
[JURAT]
* This form will not apply for WB funded projects.
263
Bid-Securing Declaration
REPUBLIC OF THE PHILIPPINES ) CITY OF __________________ ) S.S. x-----------------------------------------------x BID-SECURING DECLARATION Invitation to Bid/Request for Expression of Interest No.6 : [Insert reference number] To: [Insert name and address of the Procuring Entity] I/We7, the undersigned, declare that:
1. I/We understand that, according to your conditions, bids must be supported by a Bid Security, which may be in the form of a Bid-Securing Declaration.
2. I/We accept that: (a) I/we will be automatically disqualified from bidding for any contract with any procuring entity for a period of two (2) years upon receipt of your Blacklisting Order; and, (b) I/we will pay the applicable fine provided under Section 6 of the Guidelines on the Use of Bid Securing Declaration8, if I/we have committed any of the following actions:
i. Withdrawn my/our Bid during the period of bid validity required in the Bidding Documents; or
ii. Fail of refuse to accept the award and enter into contract or perform any and all acts necessary to the execution of the Contract, in accordance with the Bidding Documents after having been notified of your acceptance of our Bid during the period of bid validity.
3. I/We understand that this Bid-Securing Declaration shall cease to be valid on the
following circumstances:
(a) Upon expiration of the bid validity period, or any extension thereof pursuant to your request;
(b) I am/we are declared ineligible or post-disqualified upon receipt of your notice to such effect, and (i) I/we failed to timely file a request for reconsideration or (ii) I/we filed a waiver to avail of said right;
_________________________ 6 Select one and delete the other.
7 Select one and delete the other. Adopt same instruction for similar terms throughout the document. 8 Issued by the GPPB through GPPB Resolution 03-2012 on 27 January 2012
264
(c) I am/we are declared as the bidder with the Lowest Calculated and Responsive Bid/Highest Rated and Responsive Bid9, and I/we have furnished the performance security and signed the Contract.
IN WITNESS WHEREOF, I/We have hereunto set my/our hand/s this _____ day of [month] [year] at [place of execution].
[Insert NAME OF BIDDER’S AUTHORIZED REPRESENTATIVE] [Insert signatory’s legal capacity]
Affiant
SUBSCRIBED AND SWORN to before me this _____ day of [month] [year] at
[place of execution], Philippines. Affiant’s is/are personally known to me and was/were identified by me through competent evidence of identity as defined in the 2004 Rules on Notarial Practice (A.M. No. 02-8-13-SC). Affiant/s exhibited to me his/her [insert type of government identification card used], with his/her photograph and signature appearing thereon, with no. _________ and his/her Community Tax Certificate No. ______________ issued on ______________ at ___________.
Witness my hand and seal this ________ day of [month] [year].
NAME OF NOTARY PUBLIC Serial No. of Commission
_____________ Notary Public for _______ until
_______ Roll of Attorneys No. ____
PTR No. ___[date issued], [place issued] IBP No. ___[date issued], [place
issued]
Doc. No. __________ Page No. __________ Book No. __________ Series of __________ _________________________ 9 Select one and delete the other.
265
Sta
ndard
Form
Num
ber:
SF-I
NFR-1
5
Revis
ed o
n:
July
29,
2004
Sta
tem
en
t o
f all O
ng
oin
g G
overn
men
t &
Priv
ate
Co
nstr
ucti
on
Co
ntr
acts
in
clu
din
g c
on
tra
cts
aw
ard
ed
bu
t n
ot
yet
sta
rte
d
Busin
ess N
am
e
: ___________________________________________________
Busin
ess A
ddre
ss
: ___________________________________________________
Nam
e o
f Contr
act/
Location
Pro
ject
Cost
a.
Ow
ner
Nam
e
b.
Addre
ss
c.
Tele
phone N
os.
Natu
re o
f W
ork
Contr
acto
r’s R
ole
a.
Date
Aw
ard
ed
b.
Date
Sta
rted
c.
Date
of Com
ple
tion
% o
f
Accom
plishm
ent
Valu
e o
f O
uts
tandin
g
Work
s
Description
%
Pla
nned
Actu
al
Govern
ment
Pri
vate
Note
: This
sta
tem
ent
shall b
e s
upport
ed w
ith:
Tota
l Cost
1
Notice o
f Aw
ard
and/o
r Contr
act
2
Notice t
o P
roceed issued b
y t
he o
wner
3
Cert
ific
ate
of Accom
plishm
ents
sig
ned b
y t
he o
wner
or
Pro
ject
Engin
eer
Subm
itte
d b
y
: ___________________________________________________
(Printe
d N
am
e &
Sig
natu
re)
Desig
nation
: ___________________________________________________
Date
:
___________________________________________________
Sta
ndard
Form
Num
ber:
SF-I
NFR-1
6
Revis
ed o
n:
July
29,
2004
Sta
tem
en
t o
f all C
om
ple
ted
Go
vern
men
t &
Priv
ate
Co
nstr
ucti
on
Co
ntr
acts
wh
ich
are s
imil
ar i
n n
atu
re
Busin
ess N
am
e
: ___________________________________________________
Busin
ess A
ddre
ss
: ___________________________________________________
Nam
e o
f Contr
act
a.
Ow
ner
Nam
e
b.
Addre
ss
c.
Tele
phone N
os.
Natu
re o
f W
ork
Contr
acto
r’s R
ole
a. Am
ount
at
Aw
ard
b. Am
ount
at
Com
ple
tion
c. D
ura
tion
a. D
ate
Aw
ard
ed
b. Contr
act
Eff
ectivity
c. D
ate
Com
ple
ted
Description
%
Govern
ment
Pri
vate
Note
: This
sta
tem
ent
shall b
e s
upport
ed w
ith:
1
Contr
act
2
CPES r
ating s
heets
and/o
r Cert
ific
ate
of Com
ple
tion
3
Cert
ific
ate
of Accepta
nce
Subm
itte
d b
y
: ___________________________________________________
(Printe
d N
am
e &
Sig
natu
re)
Desig
nation
: ___________________________________________________
Date
:
___________________________________________________
Standard Form Number: SF-INFR-18
Revised on: July 29, 2004
Statement of Availability of Key Personnel and Equipment (Date of Issuance) HON. JOSEPH EMILIO AGUINALDO ABAYA Secretary Department of Transportation and Communications The Columbia Tower, Ortigas Avenue Mandaluyong City Attention : The Chairman Bids and Awards Committee Dear Sir / Madame: In compliance with the requirements of the ___(Name of the Procuring Entity)___ BAC for the bidding of the __(Name of the Contract)__, we certify that __(Name of the Bidder)__ has in its employ key personnel, such as project managers, civil engineers, architect, materials engineer and safety officer, who may be engaged for the construction of the said contract. Further, we likewise certify the availability of equipment that __(Name of the Bidder)__ owns, has under lease, and/or has under purchase agreements, that may be used for the construction contracts. Very truly yours, (Name of Representative) (Position) (Name of Bidder)
Sta
ndard
Form
Num
ber:
SF-I
NFR-4
8
Revis
ed o
n:
August
11,
2004
Qu
alifi
cati
on
of
Key P
erso
nn
el P
ro
po
sed
to
be A
ssig
ned
to
th
e C
on
tract
Busin
ess N
am
e
: ___________________________________________________
Busin
ess A
ddre
ss
: ___________________________________________________
___________________________________________________
Pro
ject
Manager
Civ
il E
ngin
eer
Mate
rials
Engin
eer
Safe
ty O
ffic
er
Arc
hitect
1
Nam
e
2
Addre
ss
3
Date
of Bir
th
4
Em
plo
yed S
ince
5
Experi
ence
6
Pre
vio
us E
mplo
ym
ent
7
Education
8
PRC L
icense
Min
imum
Requir
em
ents
:
Pro
ject
Manager
: Civ
il E
ngin
eer
: M
ate
rials
Engin
eer
: Safe
ty O
ffic
er
: Arc
hitect
(applicable
only
for
vert
ical pro
jects
)
Note
:
Att
ached indiv
idual re
sum
e,
PRC L
icense o
f th
e (
pro
fessio
nal)
pers
onnel, C
ert
ific
ate
of D
PW
H A
ccre
ditation,
and
Cert
ific
ate
of Tra
inin
g in O
ccupational Safe
ty a
nd H
ealth
Subm
itte
d b
y
: _________________________
(Pri
nte
d N
am
e &
Sig
natu
re)
Desig
nation
: _________________________
Date
:
_________________________
Sta
ndard
Form
Num
ber:
SF-I
NFR-4
9
Revis
ed o
n: J
uly
23,
2013
List
of
Eq
uip
men
t O
wned/Le
ased
(P
leas
e s
ee I
nvi
tati
on
to B
id),
ass
igned
to t
he P
rop
osed
Con
trac
t Busin
ess N
am
e
:___________________________________________________
Busin
ess A
ddre
ss
:___________________________________________________
Description
Model/Year
Capacity
/Perf
orm
ance/S
ize
Pla
te N
o.
Moto
r N
o./
Body N
o.
Location
Conditio
n
Pro
of of
Ow
ners
hip
A.
OW
NED
i.
ii.
iii.
B.
LEASED
i.
ii.
iii.
List
of m
inim
um eq
uipm
ent r
equi
red
for t
he p
roje
ct:
Subm
itted
by
:___
____
____
____
____
____
____
____
____
____
____
____
____
____
__
(P
rinte
d N
ame &
Sig
natu
re)
Des
igna
tion
:___
____
____
____
____
____
____
____
____
____
____
____
____
____
__
Dat
e
:___
____
____
____
____
____
____
____
____
____
____
____
____
____
__