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CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

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Page 1: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

CDED CHAPTER F Sample Quantity Sheets

SAMPLE QUANTITY SHEETS

Sample Quantity Sheets are attached.

August 2017 (UNDER REVIEW) CDED F-510

Page 2: SAMPLE QUANTITY SHEETS - Ontario · 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

Page 3: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

(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

Page 4: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

(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

Page 5: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

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

Page 6: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

[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

Page 7: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

[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

Page 8: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

[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

Page 9: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

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

Page 10: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

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

Page 11: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

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

Page 12: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

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

Page 13: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

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

Page 14: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

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

Page 15: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

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

Page 16: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

[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

Page 17: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

[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

Page 18: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

[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

Page 19: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

[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

Page 20: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

[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

Page 21: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

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

Page 22: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

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

Page 23: SAMPLE QUANTITY SHEETS - Ontario · CDED CHAPTER F Sample Quantity Sheets SAMPLE QUANTITY SHEETS Sample Quantity Sheets are attached. August 2017 (UNDER REVIEW) CDED F-510

[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