sample quantity sheets - ontario · cded chapter f sample quantity sheets sample quantity sheets...
TRANSCRIPT
CDED CHAPTER F Sample Quantity Sheets
SAMPLE QUANTITY SHEETS
Sample Quantity Sheets are attached.
August 2017 (UNDER REVIEW) CDED F-510
Clearing (m2)Close Cut ha
2222
123236
3
133
660
910
228
532
575
880
170
1540
1375 70 15
0
(m2)Grubbing ha
750
123
550
760
185
1250
HIG
HW
AY
17
ALT
ON
TO
WN
SH
IP
13+9
78 -
14+0
16 R
t
14+0
30 -
14+1
50 R
t
14+9
00 -
15+0
70 L
t (S
lope
Fla
tteni
ng A
rea)
14+9
50 -
15+0
50 R
t (S
lope
Fla
tteni
ng A
rea)
15+1
08 -
15+2
10 R
t
15+3
50 -
15+4
10 L
t
15+5
30 -
15+7
00 R
t
15+8
10 -
15+9
80 L
t
16+0
34 -
16+3
94 L
t
16+5
60 -
16+6
30 L
t
18+9
60 -
19+0
90 R
t (S
lope
Fla
tteni
ng A
rea)
DeC
AL
TOW
NS
HIP
11+0
40 -
11+1
90 L
t
13+0
40 -
13+1
70 R
t Slo
pe F
latte
ning
15+1
10 -
15+1
24 R
t (G
auth
ier R
oad)
15+1
40 -
15+1
70 R
t (G
avin
Roa
d)
(P)11
040
1.10
1
(P)36
18
0.36
2
SAMPLE - Close Cut Clearing
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T1
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-50290-02
Loca
tion
and
Pos
ition
Ref
eren
ces
TOTA
LSU
NIT
ITE
M N
o.
Ref
eren
ce
QU
AN
TITI
ES -
MIS
CEL
LAN
EOU
S 1
(Grading)Earth Excavation m
33865 71 18
4326
1171
1436
1150
1329
2
613
2352
3196
(Grading)Rock Excavation m
32045 86
5
5423 86
2
827 80
Rock Face
m2
82 155
393
279
Rock Embankment
m394
21
4395
2071
6
1161
1007
04
1342
7
3829
7
Rock Supply
m3
Earth Available
m310
39
1039
-
Earth Required
m310
39
1039
-
Slope Flattening
m327
56 71 1843
26
1171
1436
1150
1329
2
5210
2352
3196
3497
8
-
Earth Berms
m3
70 70
-
HIG
HW
AY
11
HU
IBE
RS
TO
WN
SH
IP
11+2
50 -
11+6
50C
ut/F
illFi
ll S
tripp
ing
Cut
Stri
ppin
gM
uske
g E
xcav
atio
nM
uske
g B
ackf
ill
11+6
50 -
12+0
00C
ut/F
illS
hatte
rFi
ll S
tripp
ing
Mus
keg
Exc
avat
ion
Mus
keg
Bac
kfill
11+8
30 -
11+8
60 E
xtra
Sha
tter
11+8
20 -
11+9
05 L
t11
+830
- 11
+940
Rt
12+0
00 -
12+3
50C
ut/F
illFi
ll S
tripp
ing
Mus
keg
Exc
avat
ion
Mus
keg
Bac
kfill
12+3
50 -
12+7
00C
ut/F
illS
hatte
rFi
ll S
tripp
ing
12+5
90 -
12+6
00 E
xtra
Sha
tter
12+5
75 -
12+6
64 R
t12
+575
- 12
+664
Lt
(P)
3149
0
3
(P)
1010
2
4
(P)90
9
5
(P)
1881
21
6
0
7
SAMPLE - Earth & Rock
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T2
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-49990-02
Des
crip
tion
Ref
eren
ceR
efer
ence
TOTA
LSU
NIT
ITE
M N
o.
Tota
l Stri
ppin
gS
tripp
ing
Ava
ilabl
eTo
p S
oil R
equi
red
Stri
ppin
g B
alan
ce
Ref
eren
ceR
emar
ks: V
olum
e ad
just
men
t fac
tor f
or e
arth
hav
e be
enap
plie
d to
qua
ntiti
es s
how
n.
QU
AN
TITI
ES -
GR
AD
ING
(Grading)Earth Excavation m
31741 28
1374
1569 45
1010
(Grading)Rock Excavation m
37488
630
77 36 1940
Rock Face
m226
4524
17 43
Rock Embankment
m3
145
3014
7
780
Rock Supply
m3
1152
04
Earth Available
m310
39
1039
-
Earth Required
m310
39
1039
-
Slope Flattening
m334
978
3497
8
-
Earth Berms
m3
160
70
230
-
12+7
00 -
12+8
55C
ut/F
ill
INM
AN
TO
WN
SH
IP
10+0
00 -
10+3
50C
ut/F
illS
hatte
rFi
ll S
tripp
ing
10+3
40 -
10+3
50 E
xtra
Sha
tter
10+0
00 -
10+3
50 R
t10
+000
- 10
+350
Lt
10+3
50 -
10+7
00.7
1C
ut/F
illS
hatte
rFi
ll S
tripp
ing
10+6
30 -
10+6
60 L
t
Littl
e La
ke R
oad
Ent
ranc
e 10
+360
Lt
Cut
/Fill
OU
TSID
E C
ON
TRA
CT
LIM
ITS
(P)
3149
0
3725
7
37,2
57
3
(P)
1010
2
8816
0
88,1
60
4
(P)90
9
6014
6,01
4
5
(P)
1881
21
2191
93
219,
193
6
0
1152
04
115,
204
7
5280
50%
2640 18
2622
SAMPLE - Earth & Rock
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T3
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-49990-02
Des
crip
tion
Ref
eren
ceR
efer
ence
TOTA
LSU
NIT
ITE
M N
o.
Tota
l Stri
ppin
gS
tripp
ing
Ava
ilabl
eTo
p S
oil R
equi
red
Stri
ppin
g B
alan
ce
Ref
eren
ceR
emar
ks: V
olum
e ad
just
men
t fac
tor f
or e
arth
hav
e be
enap
plie
d to
qua
ntiti
es s
how
n.
QU
AN
TITI
ES -
GR
AD
ING
Min. Op. Wt.Crawler Mtd. - 20.000 kg.
Rental of Hydraulic B’hoe - h
139
Ditch Cleanout (Earth)1
n/a
1 11 1 4
-
Ditch Cleanout (Rock)1
n/a
1111 11 6
-
Entrance Closure1
n/a
1 1 1 3
-
Rock in DitchesDrill and Blast m
540
(Machine Scaling)Rock Excavation h
88
HIG
HW
AY
17
KO
MP
ON
TO
WN
SH
IP
11+1
25 -
11+5
40 L
t
11+5
65 L
t
11+7
00 -
11+7
85 R
t
11+9
20 -
12+1
00 L
t.
12+1
00 -
12+1
32.0
6 Lt
.
12+6
35 -
12+7
80 L
t
12+7
80 -
12+8
45 L
t
13+1
58 L
t
13+4
60 -
13+5
00 L
t
13+4
70 -
13+5
20 R
t
13+4
72 R
t
13+6
60 -
13+7
00 L
t
13+8
80 -
13+9
20 L
t
13+9
65 -
13+9
95 L
t
19+3
46 C
L C
ulve
rt, b
oth
ends
Tota
l Equ
ipm
ent R
enta
l Hou
rs
139
139
8
45 45
9
16 16
10
1. Q
uant
ity (1
) den
otes
loca
tion
of w
ork
only
SAMPLE - Rental Equipment and Drill & Blast Rock
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T4
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-50290-02
Loca
tion
and
Pos
ition
Ref
eren
ces
TOTA
LSU
NIT
ITE
M N
o.
Ref
eren
ce
QU
AN
TITI
ES -
MIS
CEL
LAN
EOU
S 1
[Hand Sprayed]Granular Sealing (kg) kg
2463
2542
1835
1835
3163 80
7
[Machine Sprayed]Granular Sealing (kg) kg
370748
6
1714
1873
1289
[Binder]Tack Coat m
27929
5
1588
8
Asphalt Spillways
m
75
HIG
HW
AY
11
PO
CIO
N T
OW
NS
HIP
11+2
50 -
19+5
40
11+9
40 -
12+2
85 R
t
12+2
26.5
Rt F
ores
lope
12+2
26.5
Lt F
ores
lope
12+3
18 -
12+5
75 R
t
12+5
75 -
12+6
64
11+2
50 -
11+9
29 L
t
11+9
29 -
12+2
85 L
t
12+3
18 -
12+5
75 L
t
SA
UN
DE
RS
TO
WN
SH
IP
10+0
00 -
11+8
00
10+0
00 -
10+3
14 R
t
10+3
14 -
10+8
12 R
t
10+0
00 -
10+3
43 L
t
10+3
77 -
10+4
90 L
t
10+4
90 -
10+7
81 L
t
1264
512
645
9069
9069
21,7
14
11
(P)95
183
95,1
83
12
(P)
12 12
13
SAMPLE - Granular Sealing
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T5
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-50290-02
Loca
tion
and
Pos
ition
Ref
eren
ces
TOTA
LSU
NIT
ITE
M N
o.
Ref
eren
ce
QU
AN
TITI
ES -
MIS
CEL
LAN
EOU
S 1
[Surface Course]Superpave 12.5 t11
067
6443 92
617[Binder Course]Superpave 19.0 t12
911
1081
[150 mm]Granular A t
812535 87
322 11
[50 mm Distribution]Granular A t
1245
187666
3
[100 mm Distribution]Granular A t
[150 mm Distribution]Granular A t
3022
[Depth Varies]Granular A t
84
[Shouldering]Granular A t
5154
5041
Granular B, Type III t
608914
4
831
288
193
HIG
HW
AY
11/
17
SU
TCH
TO
WN
SH
IP
10+1
00 -
19+7
42 H
ighw
ay 1
1/17
Sho
ulde
rs10
+100
- 19
+742
Lt
10+1
00 -
19+7
42 R
t
10+1
00 -
10+7
00
10+1
75 -
10+2
70 L
t4:
1 Fo
resl
ope
- Slo
pe F
latte
ning
Are
a
10+2
70 E
ntra
nce
Lt
10+3
90 -
10+4
60 L
t 4:
1 Fo
resl
ope
- Slo
pe F
latte
ning
Are
a
10+4
23 T
renc
h R
eins
tate
men
t
10+5
79 -
10+5
93 L
tLa
ne E
xcav
atio
n
10+6
17 E
ntra
nce
Rt
10+7
00 -
11+2
60
11+2
60 -
11+4
90
11+4
90 -
11+7
00
11+7
00 -
12+4
00
Eas
t Bou
nd P
assi
ng L
ane
12+4
00 -
14+4
00
1845
3
14
1399
2
15
9066
3784
16
030
2284
1019
575
45
17
SAMPLE - Superpave & Granulars
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T6
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-50590-02
Des
crip
tion
Ref
eren
ces
TOTA
LSU
NIT
ITE
M N
o.
Ref
eren
ceR
emar
ks:
QU
AN
TITI
ES -
HO
T M
IX A
ND
GR
AN
ULA
R
[Surface Course]Superpave 12.5 t
1277 74
[Binder Course]Superpave 19.0 t
1490 86
[150 mm]Granular A t11
080 2010 10325
[50 mm Distribution]Granular A t
4592
[100 mm Distribution]Granular A t
538
[150 mm Distribution]Granular A t
374
[Depth Varies]Granular A t
9
28714
[Shouldering]Granular A t
Granular B, Type III t1024
5 62290
138662
3
Wes
t Bou
nd P
assi
ng L
ane
14+4
00 -
16+7
60
Lane
)15
+723
- 15
+908
Lt T
alla
ri R
oad
(Rt T
urn
15+8
11 T
renc
h R
eins
tate
men
t
16+7
60 -
16+9
20
16+9
20 -
17+0
00
17+0
00 -
19+7
42
17+0
36 L
t Ent
ranc
e
New
Sno
w P
loug
h Tu
rn-A
roun
d18
+080
- 18
+144
Lt
18+2
74 T
renc
h R
eins
tate
men
t
19+3
75 -
19+5
10 L
t4:
1 Fo
resl
ope
- Slo
pe F
latte
ning
Are
a
19+5
27 L
t Ent
ranc
e
19+5
96 -
19+6
13 R
t Shl
d E
xcav
atio
n
19+4
30 -
19+7
25 L
t4:
1 Fo
resl
ope
- Slo
pe F
latte
ning
Are
a
1845
3
1980
4
19,8
04
14
1399
2
1556
8
15,5
68
15
9066
2051
120
511
3784
8376
8376
43,4
10
16
0
538
538
3022
3396
3396
84 394
394
1019
5
1019
510
195
7545
2015
1
20,1
51
17
SAMPLE - Superpave & Granulars
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T7
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-50590-02
Des
crip
tion
Ref
eren
ces
TOTA
LSU
NIT
ITE
M N
o.
Ref
eren
ceR
emar
ks:
QU
AN
TITI
ES -
HO
T M
IX A
ND
GR
AN
ULA
R
U’lying Gran. []Reclam. of Bit.Pav’t &
In-Place Full Depth m2
9306
[Straight]1[OPSD 600.04]
Concrete Curb and Gutter m
5656 8 8
[Termination][OPSD 608.010]
Concrete Curb and Gutter m
4 4
[OPSD 605.030 45 Degree]Outlets
Concrete Gutter each
1 1
AsphaltRumble Strips - m
110 35 295
333
333
[40 mm]Partial Depth
Reclaim Asphalt Pavement - t
225
Full DepthReclaim Asphalt Pavement - m
2
3870
HIG
HW
AY
17
McG
RA
TH T
OW
NS
HIP
11+0
00 -
11+2
50
11+2
50 -
11+5
25
11+5
25 -
12+3
35
11+2
50 -
11+3
60 R
t
11+5
10 -
11+5
45 R
t
11+2
50 -
11+5
45 L
t
12+2
28 -
12+2
84 R
t
12+2
26 -
12+2
28 R
t
12+2
28 -
12+2
84 L
t
12+2
26 -
12+2
28 L
t
12+3
18 -
12+3
26 L
t
12+3
26 -
12+3
30 L
t
12+3
18 -
12+3
26 R
t
12+3
26 -
12+3
30 R
t
12+3
31 -
12+6
64 R
t
12+3
31 -
12+6
64 L
t
(P)93
06
18
(P)
128
(P)
8
19
(P)
2
20
(P)11
06
21
225
22
(P)38
70
23
1. P
rovi
de 2
5mm
Thi
ck A
spha
lt M
embr
ane
betw
een
Cur
b an
d B
ridge
SAMPLE - In-Place Full Depth, C&G, Rumble Strips, and Reclaim
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T8
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-50290-02
Loca
tion
and
Pos
ition
Ref
eren
ces
TOTA
LSU
NIT
ITE
M N
o.
Ref
eren
ce
QU
AN
TITI
ES -
MIS
CEL
LAN
EOU
S 1
U’lying Gran. []Reclam. of Bit.Pav’t &
In-Place Full Depth m229
647
[Straight]1[OPSD 600.04]
Concrete Curb and Gutter m
[Termination][OPSD 608.010]
Concrete Curb and Gutter m
[OPSD 605.030 45 Degree]Outlets
Concrete Gutter each
AsphaltRumble Strips - m
650
326
226
[40 mm]Partial Depth
Reclaim Asphalt Pavement - t
192
2219 30
3
Full DepthReclaim Asphalt Pavement - m
2
6172
12+3
35 -
14+8
88
14+8
88 -
16+7
44
MIL
LER
TO
WN
SH
IP
10+0
00 -
10+3
51
10+3
51 -
10+7
81
10+0
00 -
10+6
50 R
t
10+0
00 -
10+3
26 L
t
10+4
24 -
10+6
50 L
t
10+7
81 -
10+9
90
(P)93
06
3895
3
38,9
53
18
(P)
128
128
128
(P)
8 8 8
136
19
(P)
2 2 2
20
(P)11
06
2308
2,30
8
21
225
2939
2,93
9
22
(P)38
70
1004
2
10,0
42
23
1. P
rovi
de 2
5mm
Thi
ck A
spha
lt M
embr
ane
betw
een
Cur
b an
d B
ridge
SAMPLE - In-Place Full Depth, C&G, Rumble Strips, and Reclaim
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T9
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-50290-02
Loca
tion
and
Pos
ition
Ref
eren
ces
TOTA
LSU
NIT
ITE
M N
o.
Ref
eren
ce
QU
AN
TITI
ES -
MIS
CEL
LAN
EOU
S 1
and Ditch InletsManholes Catchbasins
600 mm x 600 mm each
111
and Ditch InletsManholes Catchbasins
1200 mm each
111H
ighw
ay 1
71
12+4
21.5
5.90
RT
701.
010
238.
6123
6.21
3.00
Hig
hway
17
212
+439
.54.
90 R
T70
1.01
023
8.65
235.
732.
92
Hig
hway
17
312
+537
.14.
90 R
T70
1.01
023
8.39
235.
993.
00
Hig
hway
594
415
+050
.24.
50 L
T70
5.01
022
5.79
224.
461.
98
Hig
hway
594
515
+045
.44.
50 R
T70
5.01
022
6.51
225.
131.
98
PO
CIO
N R
IVE
R B
RID
GE
626
+557
.870
5.01
040
0.02
02%
208.
631.
98
(P)
3 3
24
(P)
3 3
25
SAMPLE - MH, CB, & DI
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T10
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-50190-02
Loca
tion
Str
No
Sta
tion
Offs
etC
LG
rate
orC
over
Type
of
Stru
ctur
eS
td N
o
New
Gra
teS
td N
oR
efer
ence
s
Slope of Grate
Top of GrateElevation
Low InvertElevation
Depth ofStructure
TOTA
LSU
NIT
ITE
M N
o.
QU
AN
TITI
ES -
DR
AIN
AG
E, M
AN
HO
LES,
CA
TCH
BA
SIN
S A
ND
DIT
CH
INLE
TS
Catch Basins and DI’sSewers, Manholes,Rock Excavation for m
3
10 26
500 + 75 S 222321500 mm Pipe Sewer m
45 33 50
600 + 75 S 222321600 mm Pipe Sewer m
62
2 to
424
6.90
245.
751.
8B
BG
L
4 to
524
5.68
244.
581.
8B
BG
L
16 to
17
238.
0523
7.80
3.0
GN
NL
18 to
19
238.
2523
7.85
3.0
GB
NN
L
24 to
27
235.
4323
4.80
2.4
GB
GN
GL
29 to
34
243.
2524
2.35
2.3
GG
NG
L
(P)
36 36
26
(P)
128
128
27
(P)
62 62
28
SAMPLE - Pipe Sewers
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T11
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-50090-02
Str.
No
to S
tr. N
oor
Sta
tion
to S
tatio
n
Loca
tion
and
Pos
ition
Ref
eren
ces
Inv
Ele
vatio
nP
ipe
Fill
Mat
eria
l
Upstream
Downstream
Depth of Pipe
Bedding
Cover
Backfill
Pipe Joints
TOTA
LSU
NIT
ITE
M N
o.
Pipe
Mat
eria
l Cod
e - 6
dig
its d
efin
ed a
s no
ted
belo
w:
1st d
igit
= C
oncr
ete
2nd
digi
t = P
VC1
- 50-
D3
- 100
-D1
- Cla
ss 2
102
- 65-
D4
- 140
-D2
- Cla
ss 3
20
3rd
digi
t = H
DPE
1 - C
lass
210
3 - R
SC
160
5 - C
lass
210
or R
SC
160
2 - C
lass
320
4 - R
SC
250
6 - C
lass
320
or R
SC
250
4th
digi
t = G
alv;
5th
dig
it =
Alu
m &
6th
dig
it =
Poly
. Lam
. Ste
el1
- 1.6
mm
thic
k2
- 2.0
mm
thic
k3
- 2.8
mm
and
3.0
mm
thic
k4
- 3.5
mm
and
4.0
mm
thic
k5
- 4.2
mm
and
5.0
mm
thic
k6
- 6.0
mm
thic
k7
- 7.0
mm
thic
k
Not
e:’0
’ for
any
dig
it m
eans
that
the
pipe
mat
eria
l is
not a
ccep
tabl
e.S
ame
pipe
mat
eria
l with
a h
ighe
r val
ue is
als
o ac
cept
able
.
Pipe
Joi
nts
N -
not s
eale
d, L
or H
L -
low
pre
ssur
e se
al, o
r HH
-hi
gh p
ress
ure
seal
Not
e:N
join
ts is
spe
cifie
d if
noco
de is
ent
ered
.Pi
pe T
ype
S -
Sm
ooth
inne
r wal
l pip
eC
-C
orru
gate
d in
ner w
all p
ipe
Dep
th to
Pip
eis
from
top
of p
avem
ent o
r gro
und
surfa
ce a
t the
ups
tream
inve
rt to
top
of b
ase
pipe
ope
ning
unl
ess
othe
rwis
e st
ated
.Pi
pe F
ill M
ater
ial
N -
Nat
ive
or G
ranu
lar
G -
Gra
nula
r A o
r B T
ype
I, II
or II
IB
-G
ranu
lar A
or B
Typ
e II
A -
Gra
nula
r AU
-U
nshr
inka
ble
fill
Not
es:
N a
pplie
s to
cov
er a
nd b
ackf
ill o
nly.
1 le
tter s
peci
fies
mat
eria
l for
all
pipe
s.2
lette
r cod
es s
peci
fies
fill m
ater
ial f
or ri
gid
and
flexi
ble
pipe
s re
spec
tivel
y.S
peci
fied
pipe
fill
mat
eria
ls a
re G
for b
eddi
ng a
nd N
for c
over
and
back
fill i
f no
code
is e
nter
ed.
Em
bedm
ent m
ater
ial f
or fl
exib
le p
ipes
spe
cifie
d in
bed
ding
mat
eria
l col
umn.
QU
AN
TITI
ES -
SEW
ERS
500 + 25 C 000211500 + 25 S 112000
500 mm Pipe Culvert m
12 14
600 C 000211600 S 111000
600 mm Pipe Culvert m
18
800 + 100 C 000002800 + 100 S 224000800 mm Pipe Culvert m
24 28
800 + C 000021800 + 100 S 115000800 mm Pipe Culvert m
34
975 S 200332900 mm Pipe Culvert m
42 32
1200 C 0003211050 + 150 S 1223211000 mm Pipe Culvert m
HIG
WA
Y 5
27
PR
ELE
Y T
WP
111
+300
22.4
Rt &
19.
6m L
tS
qE3.
1G
GN
N36
1.58
361.
15
312
+220
11.9
Lt &
12.
1m R
tS
qE1.
1G
GG
NF
360.
5136
0.36
412
+343
Ent
ranc
e R
tS
qE1.
4G
GN
N
513
+128
20.9
Lt &
21.
1m R
tS
qE4.
1G
GN
N36
5.18
365.
00
613
+209
McK
ever
Roa
d Lt
SqE
0.8
GG
GN
F36
4.85
364.
67
713
+300
15.5
Lt &
16.
5m R
tS
qE2.
2G
GN
N37
1.58
371.
31
914
+448
Ent
ranc
e R
tS
qE2.
4G
GN
N
1014
+510
16.8
Rt &
17.
2m L
tS
qE3.
1G
GN
N36
9.98
369.
74
(P)
26
29
(P)
18
30
(P)
52
(P)
34
31
(P)
74
32
(P)
0
33
SAMPLE - Pipe Culverts (500, 600, 800, 900, & 1000 mm)
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T12
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-49990-02
Sta
tion
Loca
tion
and
Pos
ition
Ref
eren
ces
Ext
Pip
e Fi
ll M
ater
ial
Inv
Ele
v
Culvert No
Skew No
End Finish
Depth of Pipe
Bedding
Cover
Backfill
Pipe Joints
Treatment
Left
Right
Upstream
Downstream
TOTA
LSU
NIT
ITE
M N
o.
Pipe
Mat
eria
l Cod
e - 6
dig
its d
efin
ed a
s no
ted
belo
w:
1st d
igit
= C
oncr
ete
2nd
digi
t = P
VC1
- 50-
D o
r HE
-A4
- 140
-D o
r HE
-III
1 - C
lass
210
2 - 6
5-D
or H
E-I
5 - H
E-IV
2 - C
lass
320
3 - 1
00-D
or H
E-II
3rd
digi
t = H
DPE
1 - C
lass
210
3 - R
SC
160
5 - C
lass
210
or R
SC
160
2 - C
lass
320
4 - R
SC
250
6 - C
lass
320
or R
SC
250
4th
digi
t = G
alv;
5th
dig
it =
Alu
m &
6th
dig
it =
Poly
. Lam
. Ste
el1
- 1.6
mm
thic
k2
- 2.0
mm
thic
k3
- 2.8
mm
and
3.0
mm
thic
k4
- 3.5
mm
and
4.0
mm
thic
k5
- 4.2
mm
and
5.0
mm
thic
k6
- 6.0
mm
thic
k7
- 7.0
mm
thic
kN
ote:
’0’ f
or a
ny d
igit
mea
ns th
at th
e pi
pe m
ater
ial r
epre
sent
ed is
not a
ccep
tabl
e. S
ame
pipe
mat
eria
l with
a h
ighe
r val
ue is
als
oac
cept
able
. Thi
s pi
pe m
ater
ial c
ode
appl
ies
to a
ll ci
rcul
ar a
ndno
n-ci
rcul
ar p
ipe
mat
eria
l.
Pipe
Typ
eS
-S
moo
th in
ner w
all p
ipe
C -
Cor
ruga
ted
inne
r wal
l pip
ePi
pe J
oint
sN
-no
t sea
led,
L o
r HL
-lo
w p
ress
ure
seal
, or H
H -
high
pre
ssur
e se
alN
ote:
N jo
ints
is s
peci
fied
if no
code
is e
nter
ed.
End
Fini
sh(O
PSD
801
.01
- 02
- 03)
SqE
-Squ
are
End
B -
Bev
elSk
-S
kew
End
SB -
Ste
p B
evel
ES -
Ste
el e
nd s
ectio
nN
ote:
All
pipe
s ar
e S
qE a
ndsy
mm
etric
al to
CL
unle
ssot
herw
ise
stat
ed.
Trea
tmen
tsF
-Fr
ost T
reat
men
tP
-P
ave
Inve
rtS
-C
hann
el S
ubst
rate
B -
Fish
Baf
fles
Dep
th to
Pip
eis
from
top
of ro
adsu
rface
at C
L to
top
of b
ase
pipe
open
ing
dire
ctly
bel
ow th
e C
Lun
less
oth
erw
ise
stat
ed.
Pipe
Fill
Mat
eria
lN
-N
ativ
e or
Gra
nula
rG
-G
ranu
lar A
or B
Typ
e I,
II or
III
B -
Gra
nula
r A o
r B T
ype
IIA
-G
ranu
lar A
U -
Uns
hrin
kabl
e fil
lN
otes
:N
app
lies
to c
over
and
bac
kfill
onl
y.1
lette
r spe
cifie
s m
ater
ial f
or a
ll pi
pes.
2 le
tter c
odes
spe
cifie
s fil
l mat
eria
l for
rigid
and
flex
ible
pip
es re
spec
tivel
y.S
peci
fied
pipe
fill
mat
eria
ls a
reG
for b
eddi
ng a
nd N
for c
over
and
back
fill i
f no
code
is e
nter
ed.
Em
bedm
ent m
ater
ial f
or fl
exib
le p
ipes
spec
ified
in b
eddi
ng m
ater
ial c
olum
n.Fr
ost P
enet
ratio
nFr
ost P
enet
ratio
n de
pth
- 2.4
m
QU
AN
TITI
ES -
PIPE
CU
LVER
TS
500 + 25 C 000211500 + 25 S 112000
500 mm Pipe Culvert m
12
600 C 000211600 S 111000
600 mm Pipe Culvert m
22
800 + 100 C 000002800 + 100 S 224000800 mm Pipe Culvert m
800 + C 000021800 + 100 S 115000800 mm Pipe Culvert m
975 S 200332900 mm Pipe Culvert m
1200 C 0003211050 + 150 S 1223211000 mm Pipe Culvert m
44 36
CO
OP
ER
TW
P
1210
+505
20.4
Lt &
21.
6m R
tS
qE3.
3G
GN
N37
2.48
372.
05
1311
+307
17.5
Lt &
18.
5m R
tS
qE5.
5G
GN
N37
1.77
371.
42
1412
+209
Talla
ri R
oad
Rt
SqE
1.5
GG
GN
F37
4.35
374.
16
1612
+433
Ent
ranc
e R
tS
qE0.
9G
GN
N
(P)
26 38 38
29
(P)
18 40 40
30
(P)
52 52 52(P
)
34 34 34 86
31
(P)
74 74 74
32
(P)
0 80 80
33
SAMPLE - Pipe Culverts (500, 600, 800, 900, & 1000 mm)
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T13
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-49990-02
Sta
tion
Loca
tion
and
Pos
ition
Ref
eren
ces
Ext
Pip
e Fi
ll M
ater
ial
Inv
Ele
v
Culvert No
Skew No
End Finish
Depth of Pipe
Bedding
Cover
Backfill
Pipe Joints
Treatment
Left
Right
Upstream
Downstream
TOTA
LSU
NIT
ITE
M N
o.
Pipe
Mat
eria
l Cod
e - 6
dig
its d
efin
ed a
s no
ted
belo
w:
1st d
igit
= C
oncr
ete
2nd
digi
t = P
VC1
- 50-
D o
r HE
-A4
- 140
-D o
r HE
-III
1 - C
lass
210
2 - 6
5-D
or H
E-I
5 - H
E-IV
2 - C
lass
320
3 - 1
00-D
or H
E-II
3rd
digi
t = H
DPE
1 - C
lass
210
3 - R
SC
160
5 - C
lass
210
or R
SC
160
2 - C
lass
320
4 - R
SC
250
6 - C
lass
320
or R
SC
250
4th
digi
t = G
alv;
5th
dig
it =
Alu
m &
6th
dig
it =
Poly
. Lam
. Ste
el1
- 1.6
mm
thic
k2
- 2.0
mm
thic
k3
- 2.8
mm
and
3.0
mm
thic
k4
- 3.5
mm
and
4.0
mm
thic
k5
- 4.2
mm
and
5.0
mm
thic
k6
- 6.0
mm
thic
k7
- 7.0
mm
thic
kN
ote:
’0’ f
or a
ny d
igit
mea
ns th
at th
e pi
pe m
ater
ial r
epre
sent
ed is
not a
ccep
tabl
e. S
ame
pipe
mat
eria
l with
a h
ighe
r val
ue is
als
oac
cept
able
. Thi
s pi
pe m
ater
ial c
ode
appl
ies
to a
ll ci
rcul
ar a
ndno
n-ci
rcul
ar p
ipe
mat
eria
l.
Pipe
Typ
eS
-S
moo
th in
ner w
all p
ipe
C -
Cor
ruga
ted
inne
r wal
l pip
ePi
pe J
oint
sN
-no
t sea
led,
L o
r HL
-lo
w p
ress
ure
seal
, or H
H -
high
pre
ssur
e se
alN
ote:
N jo
ints
is s
peci
fied
if no
code
is e
nter
ed.
End
Fini
sh(O
PSD
801
.01
- 02
- 03)
SqE
-Squ
are
End
B -
Bev
elSk
-S
kew
End
SB -
Ste
p B
evel
ES -
Ste
el e
nd s
ectio
nN
ote:
All
pipe
s ar
e S
qE a
ndsy
mm
etric
al to
CL
unle
ssot
herw
ise
stat
ed.
Trea
tmen
tsF
-Fr
ost T
reat
men
tP
-P
ave
Inve
rtS
-C
hann
el S
ubst
rate
B -
Fish
Baf
fles
Dep
th to
Pip
eis
from
top
of ro
adsu
rface
at C
L to
top
of b
ase
pipe
open
ing
dire
ctly
bel
ow th
e C
Lun
less
oth
erw
ise
stat
ed.
Pipe
Fill
Mat
eria
lN
-N
ativ
e or
Gra
nula
rG
-G
ranu
lar A
or B
Typ
e I,
II or
III
B -
Gra
nula
r A o
r B T
ype
IIA
-G
ranu
lar A
U -
Uns
hrin
kabl
e fil
lN
otes
:N
app
lies
to c
over
and
bac
kfill
onl
y.1
lette
r spe
cifie
s m
ater
ial f
or a
ll pi
pes.
2 le
tter c
odes
spe
cifie
s fil
l mat
eria
l for
rigid
and
flex
ible
pip
es re
spec
tivel
y.S
peci
fied
pipe
fill
mat
eria
ls a
reG
for b
eddi
ng a
nd N
for c
over
and
back
fill i
f no
code
is e
nter
ed.
Em
bedm
ent m
ater
ial f
or fl
exib
le p
ipes
spec
ified
in b
eddi
ng m
ater
ial c
olum
n.Fr
ost P
enet
ratio
nFr
ost P
enet
ratio
n de
pth
- 2.4
m
QU
AN
TITI
ES -
PIPE
CU
LVER
TS
1200 + 200 S 2243221200 mm Pipe Culvert m
56
600 C 000211600 S 111000
Extension600 mm Pipe Culvert
m
6
1000 C 0003211000 S 222321
Extension1000 mm Pipe Culvert
m
10
1200 C 0000211200 S 000000
Extension1200 mm Pipe Culvert
m
7
HIG
WA
Y 5
27
PR
ELE
Y T
WP
211
+905
C/L
Ext
ensi
on6
SqE
GG
NN
813
+399
27.0
Lt &
29.
0m R
t95
SqE
4.5
GG
NN
B37
0.40
370.
15
CO
OP
ER
TW
P
1110
+290
C/L
Ext
ensi
on4
3S
qEG
GN
N
1311
+307
17.5
Rt &
18.
5m L
tS
qE5.
5G
GN
N37
1.77
371.
42
1512
+388
C/L
Ext
ensi
on5
5S
qEG
NN
N
(P)
56 56
34
(P)
6 6(P
)
10 10 23
35
(P)
7 7
SAMPLE - Pipe Culverts (1200mm & Extensions)
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T14
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-49990-02
Sta
tion
Loca
tion
and
Pos
ition
Ref
eren
ces
Ext
Pip
e Fi
ll M
ater
ial
Inv
Ele
v
Culvert No
Skew No
End Finish
Depth of Pipe
Bedding
Cover
Backfill
Pipe Joints
Treatment
Left
Right
Upstream
Downstream
TOTA
LSU
NIT
ITE
M N
o.
Pipe
Mat
eria
l Cod
e - 6
dig
its d
efin
ed a
s no
ted
belo
w:
1st d
igit
= C
oncr
ete
2nd
digi
t = P
VC1
- 50-
D o
r HE
-A4
- 140
-D o
r HE
-III
1 - C
lass
210
2 - 6
5-D
or H
E-I
5 - H
E-IV
2 - C
lass
320
3 - 1
00-D
or H
E-II
3rd
digi
t = H
DPE
1 - C
lass
210
3 - R
SC
160
5 - C
lass
210
or R
SC
160
2 - C
lass
320
4 - R
SC
250
6 - C
lass
320
or R
SC
250
4th
digi
t = G
alv;
5th
dig
it =
Alu
m &
6th
dig
it =
Poly
. Lam
. Ste
el1
- 1.6
mm
thic
k2
- 2.0
mm
thic
k3
- 2.8
mm
and
3.0
mm
thic
k4
- 3.5
mm
and
4.0
mm
thic
k5
- 4.2
mm
and
5.0
mm
thic
k6
- 6.0
mm
thic
k7
- 7.0
mm
thic
kN
ote:
’0’ f
or a
ny d
igit
mea
ns th
at th
e pi
pe m
ater
ial r
epre
sent
ed is
not a
ccep
tabl
e. S
ame
pipe
mat
eria
l with
a h
ighe
r val
ue is
als
oac
cept
able
. Thi
s pi
pe m
ater
ial c
ode
appl
ies
to a
ll ci
rcul
ar a
ndno
n-ci
rcul
ar p
ipe
mat
eria
l.
Pipe
Typ
eS
-S
moo
th in
ner w
all p
ipe
C -
Cor
ruga
ted
inne
r wal
l pip
ePi
pe J
oint
sN
-no
t sea
led,
L o
r HL
-lo
w p
ress
ure
seal
, or H
H -
high
pre
ssur
e se
alN
ote:
N jo
ints
is s
peci
fied
if no
code
is e
nter
ed.
End
Fini
sh(O
PSD
801
.01
- 02
- 03)
SqE
-Squ
are
End
B -
Bev
elSk
-S
kew
End
SB -
Ste
p B
evel
ES -
Ste
el e
nd s
ectio
nN
ote:
All
pipe
s ar
e S
qE a
ndsy
mm
etric
al to
CL
unle
ssot
herw
ise
stat
ed.
Trea
tmen
tsF
-Fr
ost T
reat
men
tP
-P
ave
Inve
rtS
-C
hann
el S
ubst
rate
B -
Fish
Baf
fles
Dep
th to
Pip
eis
from
top
of ro
adsu
rface
at C
L to
top
of b
ase
pipe
open
ing
dire
ctly
bel
ow th
e C
Lun
less
oth
erw
ise
stat
ed.
Pipe
Fill
Mat
eria
lN
-N
ativ
e or
Gra
nula
rG
-G
ranu
lar A
or B
Typ
e I,
II or
III
B -
Gra
nula
r A o
r B T
ype
IIA
-G
ranu
lar A
U -
Uns
hrin
kabl
e fil
lN
otes
:N
app
lies
to c
over
and
bac
kfill
onl
y.1
lette
r spe
cifie
s m
ater
ial f
or a
ll pi
pes.
2 le
tter c
odes
spe
cifie
s fil
l mat
eria
l for
rigid
and
flex
ible
pip
es re
spec
tivel
y.S
peci
fied
pipe
fill
mat
eria
ls a
reG
for b
eddi
ng a
nd N
for c
over
and
back
fill i
f no
code
is e
nter
ed.
Em
bedm
ent m
ater
ial f
or fl
exib
le p
ipes
spec
ified
in b
eddi
ng m
ater
ial c
olum
n.Fr
ost P
enet
ratio
nFr
ost P
enet
ratio
n de
pth
- 2.4
m
QU
AN
TITI
ES -
PIPE
CU
LVER
TS
[CSP]Culverts and Sewers
Removal of Pipe m
15 334 2236
[CTC]Culverts and Sewers
Removal of Pipe m
17[Eccentric Loader]End Treatments
Removal of Guide Rail each
1 1 1 1
[3 Cable]Guide Rail
Removal of Cable m
165
257
Anchor BlocksRemoval of
each
2 2
[With Channel]Guide Rail [Single Rail]Removal of Steel Beam m
67 66
HIG
HW
AY
71
FALS
HA
W T
OW
NS
HIP
11+6
50 E
ntra
nce
Lt
12+0
23 C
/L
12+2
15 C
/L (R
ight
Sid
e)
12+2
25 -
12+2
33 R
t12
+233
- 12
+300
Rt
12+3
00 -
12+3
08 R
t
12+2
28 -
12+2
36 L
t12
+236
- 12
+302
Lt
12+3
02 -
12+3
10 L
t
13+4
92 -
13+6
57 L
t
13+5
00 -
13+8
12 R
t
13+6
60 C
L (1
200m
m x
120
0mm
CTC
)
13+8
87 C
/L
13+9
96 C
/L
(P)
110
110
(P)
17 17
127
36
(P)
4 4
37
(P)
422
422
38
(P)
4 4
39
(P)
133
133
40
SAMPLE - Removals
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T15
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-50290-02
Loca
tion
and
Pos
ition
Ref
eren
ces
TOTA
LSU
NIT
ITE
M N
o.
Ref
eren
ce
QU
AN
TITI
ES -
MIS
CEL
LAN
EOU
S 1
[500mm]1Rock Protection m
3
1460
1691 51
2
808
Gabions
m3
16
HIG
HW
AY
599
BE
AU
LIE
U T
OW
NS
HIP
12+2
35 -
12+3
45 E
mba
nkm
ent R
t
12+2
35 -
12+3
45 E
mba
mkm
ent L
t
12+8
79 C
L C
ulve
rt (R
ight
Sid
e)
14+8
63 -
14+9
90 E
mba
mkm
ent L
t
15+0
36 -
15+2
45 E
mba
mkm
ent L
t
(P)44
71
4,47
1
41
(P)
16 16
42
1. In
clud
ing
Geo
text
ile C
lass
II, N
on-W
oven
, FO
S 5
5-11
0um
SAMPLE - Rock Protection & Gabions
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T16
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-50290-02
Loca
tion
and
Pos
ition
Ref
eren
ces
TOTA
LSU
NIT
ITE
M N
o.
Ref
eren
ce
QU
AN
TITI
ES -
MIS
CEL
LAN
EOU
S 1
[Yellow, 10cm][Double Solid]
Pavement Marking m
2829
[White, 10cm][Solid ]
Pavement Marking m
2829
[White, 10cm][Broken 3-3-3]
Pavement Marking m
100
[White, 10cm][Broken 3-9-3]
Pavement Marking m
26
[Solid White]Durable
Pavement Marking, m
SigningTraffic Control LS
100
%
[English]Message Signs
Portable Variable each
2
[Remove]Signs
Ground Mounted each
111
111 111 6
[New]Signs
Ground Mounted each
111
11
1 1
HIG
HW
AY
11/
17
THR
OU
GH
OU
T TH
E C
ON
TRA
CT
At E
ach
Lim
it of
Con
tract
Mac
AR
THU
R T
OW
NS
HIP
11+2
50 -
12+6
64
12+3
60 -
12+5
60
12+5
60 -
12+6
64
11+2
18 R
t Wc-
103L
11+3
13 R
t Wa-
103L
11+3
65 R
t Wc-
112/
Wc-
12t
11+3
65 L
t Wc-
112/
Wc-
12t
11+4
50 N
S80
14 S
now
Plo
w T
urn
Aro
und
11+6
68 L
t Wa-
3R
11+7
59 L
t Rb-
30
11+7
59 L
t Rb-
39
11+8
55 R
t Wa-
3L
12+0
70 R
t Wa-
27
12+0
80 -
12+2
00 W
a-33
L
(P)28
29
(P)28
29
43
(P)
100
(P)
26
(P)
0
44
100
%
45
(P)
2
46
(P)
14
(P)
5
47
1. R
emov
e an
d R
eloc
ate
on N
ew A
lignm
ent
SAMPLE - Pavement Markings
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T17
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-50290-02
Loca
tion
and
Pos
ition
Ref
eren
ces
TOTA
LSU
NIT
ITE
M N
o.
Ref
eren
ce
QU
AN
TITI
ES -
MIS
CEL
LAN
EOU
S 1
[Yellow, 10cm][Double Solid]
Pavement Marking m
1452
[White, 10cm][Solid ]
Pavement Marking m
1417
[White, 10cm][Broken 3-3-3]
Pavement Marking m
[White, 10cm][Broken 3-9-3]
Pavement Marking m
181
[Solid White]Durable
Pavement Marking, m
72
SigningTraffic Control LS
[English]Message Signs
Portable Variable each
[Remove]Signs
Ground Mounted each
4411 111 1 11
1 1
[New]Signs
Ground Mounted each
1 1 1 1 1
12+1
15 R
t Wa-
8R
12+1
18 R
t Wa-
8L
12+2
60 L
t & R
t Wa-
27
12+2
75 L
t & R
t Wa-
27
12+3
60 R
t Rb-
33
12+3
65 R
t Rb-
33
12+4
00 L
t Wa-
3R
12+4
59 L
t Wa-
27
12+4
65 L
t Wa-
103R
12+4
82 R
t Wa-
3R
12+5
75 R
t Tow
nshi
p ID
Sig
n
16+4
76 R
ea R
oad
Rt (
60 c
m S
top
Blo
ck)
SC
HM
ID T
OW
NS
HIP
10+0
00 -
10+7
80
10+3
25 R
b1a-
90
10+3
25 R
b-1a
-90
10+3
30 W
a-3L
10+4
18 W
a-10
3L
(P)28
29
4281
4281
(P)28
29
4246
4246
8,83
4
43
(P)
100
100
100
(P)
26 207
207
(P)
0 72 72
44
100
%
100
%
100
%
45
(P)
2 2 2
46
(P)
14 31 31(P
)
5 10 10 41
47
1. R
emov
e an
d R
eloc
ate
on N
ew A
lignm
ent
SAMPLE - Pavement Markings
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T18
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-50290-02
Loca
tion
and
Pos
ition
Ref
eren
ces
TOTA
LSU
NIT
ITE
M N
o.
Ref
eren
ce
QU
AN
TITI
ES -
MIS
CEL
LAN
EOU
S 1
[3]Cable Guide Rail m
442
113
190
250
110
Anchor Blocks
each
41
2 2 22
[912.140]Beam Guide RailSingle Rail Steel m
326
315
227
227
[912.140]with Channel
Beam Guide Rail Single Rail Steel
m
15 15 15 15
Concrete BarrierTemporary m
112
HIG
HW
AY
11/
17
GA
UTH
IER
TO
WN
SH
IP
11+6
56 -
11+7
66 R
t
11+9
44 -
12+2
70 L
t12
+270
- 12
+285
Lt
11+9
55 -
12+2
70 R
t12
+270
- 12
+285
Rt
12+1
43 -
12+2
55 L
t
12+3
18 -
12+3
33 L
t12
+333
- 12
+560
Lt
12+3
18 -
12+3
33 R
t12
+333
- 12
+560
Rt
ME
DE
ND
OR
P T
OW
NS
HIP
10+3
14 -
10+7
28 R
t
10+3
77 -
10+4
90 L
t
10+8
00 -
10+9
90 L
t
10+9
50 -
11+2
00 R
t
(P)11
05
1,10
5
48
(P)
12 12
49
(P)10
95
1,09
5
50
(P)
60 60
51
(P)
112
112
52
1. A
ncho
r in
Roc
k S
tatio
n 10
+314
SAMPLE - Cable GR, Anchor Blocks, SBGR, & Temp Concrete Barrier
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T19
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-50290-02
Loca
tion
and
Pos
ition
Ref
eren
ces
TOTA
LSU
NIT
ITE
M N
o.
Ref
eren
ce
QU
AN
TITI
ES -
MIS
CEL
LAN
EOU
S 1
Topsoil, Imported
m3
11 7
Sodding
m2
221
124
[Standard Roadside Mix]Seed and Mulch m
2
324
1131
1108 81 10
4 99 127
4387
3075
2086
BarriersSilt FenceLight Duty m
20 80
Flow ChecksStraw Bale
each
1
Turbidity Curtains
m
7
Coffer Dams
each
1
HIG
HW
AY
17
MO
UN
D T
OW
NS
HIP
10+0
50 -
10+1
75 R
t
10+1
75 -
10+2
80 R
t Slo
pe F
latte
ning
10+1
75 -
10+2
70 L
t Slo
pe F
latte
ning
10+2
70 -
10+3
20 L
t
10+2
90 -
10+3
20 R
t
10+3
30 -
10+3
85 L
t
10+3
40 -
10+3
80 R
t
10+5
20 -
11+1
50 L
t
10+6
25 -
11+1
80 R
t
11+1
40 -
11+2
55 R
t Tou
rist I
nfor
mat
ion
Cen
tre
11+2
72 -
11+3
25 R
t Tou
rist I
nfor
mat
ion
Cen
tre
11+6
49 L
t
11+6
49 R
t
12+4
20 -
13+0
50 R
t
13+4
40 R
t
14+2
07 L
t
18
53
(P)
345
54
(P)12
522
55
(P)
100
56
(P)
1
57
(P)
7
58
(P)
1
59
SAMPLE - Topsoil, Sodding, S&M, Silt Fence, Flow Checks, Curtains , and Coffer Dams
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T20
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-50290-02
Loca
tion
and
Pos
ition
Ref
eren
ces
TOTA
LSU
NIT
ITE
M N
o.
Ref
eren
ce
QU
AN
TITI
ES -
MIS
CEL
LAN
EOU
S 1
Topsoil, Imported
m3
Sodding
m2
[Standard Roadside Mix]Seed and Mulch m
2
50 115 86 704
BarriersSilt FenceLight Duty m
5230
Flow ChecksStraw Bale
each
Turbidity Curtains
m
8 25
Coffer Dams
each
15+9
20 L
t
15+9
40 -
15+9
70 L
t
16+0
11 L
t
16+0
25 -
16+0
70 L
t
16+3
40 -
16+3
63 L
ittle
Lak
e R
t
16+4
40 -
16+4
70 L
t
19+0
20 -
19+1
00 L
t Slo
pe F
latte
ning
18 18 18
53
(P)
345
345
345
54
(P)12
522
1347
7
13,4
77
55
(P)
100
182
182
56
(P)
1 1 1
57
(P)
7 40 40
58
(P)
1 1 1
59
SAMPLE - Topsoil, Sodding, S&M, Silt Fence, Flow Checks, Curtains , and Coffer Dams
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T21
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-50290-02
Loca
tion
and
Pos
ition
Ref
eren
ces
TOTA
LSU
NIT
ITE
M N
o.
Ref
eren
ce
QU
AN
TITI
ES -
MIS
CEL
LAN
EOU
S 1
[White Pine]1 m Height
Coniferous Trees, each
22 12
[Sugar Maple]2.0 m Height
Deciduous Trees, each
11 6
Landscape PlantingWarranty for
Maintenance and LS
100
%
[MTOD 912.1310]Attenuating TerminalSteel Beam Energy ea
ch
1 1 1 1
Landscaping
LS
100
%
HIG
HW
AY
61
TOW
NS
HIP
DeC
AL
15+1
00 -
15+1
75 R
t Tou
rist I
nfor
mat
ion
Cen
tre
15+2
40 -
15+2
70 R
t Tou
rist I
nfor
mat
ion
Cen
tre
15+0
50 -
15+3
00 R
t Tou
rist I
nfor
mat
ion
Cen
tre
15+0
50 -
15+3
00 R
t Tou
rist I
nfor
mat
ion
Cen
tre
HIG
HW
AY
11/
17
TOW
NS
HIP
TA
LLA
RI
11+9
29 -
11+9
44 L
t
11+9
40 -
11+9
55 R
t
12+5
60 -
12+5
75 L
t
12+5
60 -
12+5
75 R
t
(P)
34 34
60
(P)
17 17
61
100
%
100
%
62
(P)
4 4
63
100
%
100
%
64
SAMPLE - Trees, SBEAT, & Landscaping
Sub
- To
tals
Bro
ught
For
war
d:
Sub
- To
tals
Car
ried
Forw
ard:
SH
EE
T22
CH
KD
. __
____
____
AP
PR
. __
____
____
DA
TE _
____
____
_
W.P
. No.
100
0-08
-00
Con
trac
t No.
200
8-10
00
MINISTRY OF TRANSPORTATION - ONTARIOPH-D-50290-02
Loca
tion
and
Pos
ition
Ref
eren
ces
TOTA
LSU
NIT
ITE
M N
o.
Ref
eren
ce
QU
AN
TITI
ES -
MIS
CEL
LAN
EOU
S 1