Tender 139-2016 Addendum 1 · 2020-06-16 · April 14, 2016 Posted on website: 20 pages ADDENDUM NO. 1 TENDER NO. 139-2016 CONTRACT NO. 16ECS-LU-14SU RE: Construction of Watermain,

Joanne Kehoe Manager Construction Services

Michael Pacholok Director

Purchasing and Materials Management Division City Hall, 18th Floor, West Tower 100 Queen Street West Toronto, Ontario M5H 2N2

April 14, 2016 Posted on website: 20 pages

ADDENDUM NO. 1

TENDER NO. 139-2016 CONTRACT NO. 16ECS-LU-14SU

RE: Construction of Watermain, Sewer & Roadways at

Various Locations across the City of Toronto

EXTENDED CLOSING DATE: 12:00 P.M. NOON LOCAL TIME, April 22, 2016 (REVISED) Please refer to the above Tender Call document in your possession and be advised of the following: I. Extension to the Closing Date 1. Please note that the Deadline for Questions has passed. 2. The Closing Date has been extended from April 18, 2016 to April 22, 2016 at 12:00pm

noon (local time). II. Revision to Drawings 1. The reconstruction of the intersection of The Bridle Path and Lawrence Avenue East has

been included in this Contract. Drawing P-6880-001 related to these works is attached. III. Revision to Pricing Form 1. The Pricing Form has been revised to incorporate the reconstruction of the intersection of

The Bridle Path and Lawrence Avenue East. Replace the Pricing Form (pages 3-14 to 3-28) issued in the Tender document, with the attached revised Pricing Form (pages 3-14 to 30) dated April 14 2016, enclosed with this Addendum.

IV. Questions and Answers Q1. The drawings note DR14 pipe for the directional drilling. Would drillable DR18 pipe such as

Cobra Lock be acceptable in place of this as this wall thickness is the standard on all PVC pipe installed within the City?

A1. Watermain pipe shall be as per Special Specification ‘SS.33.0 Horizontal Directional Drilling’

in the Tender Call document.

Page 1 of 20

Q2. Will the City consider amendments to the Mandatory Experience and Qualification

requirements in Section 2, 6.2(A)? A2. No. These requirements remain unchanged. Should you have any questions regarding this Addendum, contact Amy Hung, Senior Corporate Buyer, at email: [email protected]. Please attach this addendum to your Request for Tender document and be governed accordingly. Bidders must acknowledge receipt of all Addenda on the space provided on the Tender Call Cover Page as per the Process Terms and Conditions, Section 1, Item 8 - Addenda, of the Tender Call document. All other aspects of the Tender remain the same. Yours truly, Joanne Kehoe Manager, Construction Services Purchasing & Materials Management

Page 2 of 20

EX. STOP BAR

EX. STOP BAR

T.H.E.S Conduit

T.H.E.S. Cable

Bell Canada Conduit

Bell Canada Conduit

100 mm Gas Main

150 mm Gas Main

50 mm Gas Main

30 mm Gas Main

375 mm C.P. Stm. Sewer

250 mm C.P. San. Sewer

250 mm C.P. San. Sewer

150 mm Water Main

200 mm Water Main

375 mm P.E. Stm. Sewer

150 mm Water Main

300 mm Water Main Aband'd

450 mm C.P. Stm.

Ex. Guy WiresEx. Guy Wires

422+00

422+10

422+20

422+30

422+40

422+50

422+60

422+70

422+80

422+90

423+00

EASTING NORTHING ELEVATION

B.M. STATION

H.C.M. STATION

HORIZONTAL \ VERTICAL CONTROL MONUMENTS

CONSULTANTS

HIGH

I.E. 144.596 (SE)

I.E. 144.076 (NW)

I.E. 144.066 (E)

I.E. 142.764 (SE)

STATION

GEODETIC DATUM

ELEVATION

EXISTING CROWN

GEODETIC DATUM

STATION

ELEVATION

EXISTING CROWN

LIM

IT O

F C

ON

ST

RU

CTIO

N

LIM

IT O

F C

ON

ST

RU

CTIO

N

150

mm

Water

Main

250

mm

San.

Se

wer

ST

M.

MA

NH

OL

E #1

ST

M.

MA

NH

OL

E #

B10

NOT TO SCALE

K

E

Y

P

L

A

N

LIMITTRCA

TRCA LIMIT

LAWRENCE AVE E

DATE INITIALREVISIONSNo. SIGNEDDIGITAL INFORMATION

STREETLINE

MAPPING

UTILITY

DESIGN

SURVEY(Year)

Engineering & Construction Services

Stm. Sewer375 mm Conc.

PI 422+92.2

83

ELE

V 1

46.2

34

PI 421+97.2

93

ELE

V 1

47.5

69

PI 422+12.2

05

ELE

V 1

47.6

89

PI 422+31.7

54

ELE

V 1

47.5

91

PI 422+48.2

74

ELE

V 1

47.3

93

PI 422+67.8

34

ELE

V 1

46.8

45

PI 422+92.2

83

ELE

V 1

46.2

34

04-13-16

1

MICHAEL D'ANDREA, P.ENG

SERVICES

ENGINEERING & CONSTRUCTION

EXECUTIVE DIRECTOR

STANDALONE UNDERGROUND

MANAGER

MAHESH K. RAMDEO, P.ENG.

INFRASTRUCTURELINEAR UNDERGROUND

DESIGN & CONSTRUCTIONDIRECTOR,

JOHN P. KELLY, P.ENG.

y15172psl.dgn

y15172top.dgn

y15172ugs.dgnDESIGN

NUMBER

DRAWINGSCALE SHEET

CONTRACT No.DRAWN CHECKED

DATE

ON SITE.

CONDITIONS OF THE MAINTENANCE CHAMBER

SHAPE SHOWN MAY NOT REFLECT THE TRUE

DRAWINGS. THE CHAMBER DIMENSIONS AND

ARE ESTABLISHED FROM TWAG AND AS-BUILT

MAINTENANCE CHAMBERS SHOWN IN PLAN

* MAINTENANCE CHAMBERS : *

HORIZONTAL 1:200 VERTICAL 1:100

LAWRENCE AVENUE EAST

NORTH STREET LINE

SOUTH STREET LINE

TH

E B

RID

LE P

AT

H

TH

E B

RID

LE P

AT

H

W.S.L.

W.S.L.

E.S.L.

E.S.L.

NORTH STREET LINE

SOUTH STREET LINE

TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR BEFORE CONSTRUCTION.

INFORMATION REGARDING DEPTHS AND LOCATION OF EXISTING UTILITIES ARE APPROXIMATE,

BY EACH RESPECTIVE UTILITY STAKEHOLDER.

PROPOSED IN PLACE GAS AND HYDRO LOCATIONS ARE TAKEN FROM AS BUILT NOTES PROVIDED

AND DEPTH OF ANY UTILITY AND SHALL BE LIABLE FOR ALL, OR ANY DAMAGES.PURPOSES ONLY. THE CONTRACTOR SHALL SATISFY THEMSELVES AS TO THE ACTUAL LOCATION ALL EXISTING UTILITIES SHOWN ON DRAWINGS (PLAN AND PROFILE) ARE FOR REFERENCE

(i.e. POLES, HANDHOLES, HANDWELLS) MAY BE APPROXIMATE, LOCATIONS MUST BE CONFIRMED ON SITE.

UTILITY DEVICES MAY NOT REFLECT THE CURRENT FIELD CONDITIONS. OTHER PROPOSED FEATURES

DESIGN AND ARE NOTED BY A (+/-) INDICATOR. THE SIDEWALK TREATMENTS, STREET FURNITURES, AND

SOME DIMENSIONED FEATURES AND ELEVATIONS ARE NOT SURVEYED, BUT BASED ON PROPOSED IN PLACE

CLEARANCES BETWEEN UTILITIES THE WALL THICKNESS MAY NOT BE INDICATEDPROFILES TYPICALLY SHOW THE INSIDE DIAMETER OF PIPES. FOR

SUB-SURFACE UNDERGROUND ENGINEERING INVESTIGATION (SUE) OR MODIFIED TO MEET SURVEY UPDATE.UNDERGROUND UTILITIES OBTAINED FROM CITY "PUCC" FILES, CITY PLANS.

LEGEND:

PROPOSED DITCH ELEVATIONS ------------------------------------------------------------------------------------

PAVEMENT TO BE RECONSTRUCTED -------------------------------------------------------------------------------------------------

PAVEMENT TO BE RESURFACED WITH BASE REPAIR --------------------------------------------------------------------------

SIDEWALK TO BE RECONSTRUCTED --------------------------------------------------------------------------------------------------

EXISTING CATCH BASIN TO BE ABANDONED (EXISTING DRAIN CONNECTION MAY BE UTILIZED) ------------

NEW BICYCLE PROOF CATCH BASIN FRAME AND COVER TO BE INSTALLED -----------------------------------------

NEW CATCH BASIN TO BE INSTALLED ------------------------------------------------------------------------------------------------

(131.0

73 G)

100+00

(131.073 G)

ON DRAWING as

oror

SOUTH SIDE ------------

EXISTING ELEVATIONS ---------------------------------------------------

PAVEMENT TO BE RESURFACED USING FULL DEPTH RECLAMATION ---------------------------------------------------

100+00

3.83%D

PROPOSED DITCH AND DRAINAGE DIRECTION--------------------------------------------------------------

135 m

140 m

145 m

150 m

155 m

135 m

140 m

145 m

150 m

155 m

y15172svy2D.dgn (PS_1500237SVY.dgn) (2014)

y15172sh.dgn, y15172pd.dgn, y15172pf.dgn

M.P.

P.I./R.F. M.O. 16ECS-LU-14SU

ISSUED FOR TENDER

P-6880-001

N.T.S.

VARIES

VARIES

95 mm HL8 (HS)

VARIES

VARIES

CL

ADMINISTRATOR

AS DIRECTED BY THE CONTRACT

PROPOSED 150 mm SUBDRAIN (T-216.02-8)

SHOWN ON PLAN

AND GUTTER (T-600.05-1) AS

PROPOSED CONCRETE CURB

SHOWN ON PLAN

AND GUTTER (T-600.05-1) AS

PROPOSED CONCRETE CURB

T 310.010-2 AS SHOWN ON PLAN

PROPOSED CONCRETE SIDEWALK

EXISTING GROUND

40 mm HL3

50 mm - 19 mm GRANULAR 'A'

TYPE II

250 mm - 50 mm GRANULAR 'B'

- SEE DRAWING U-4753-001 FOR GENERAL NOTES

- SEE DRAWING U-4753-002 FOR DETAILS

1 OF 1

G.S.

130.45

FROM 28 m WEST OF THE BRIDLE PATH TO 34 m EAST

ROAD RECONSTRUCTION PLAN AND PROFILE

EXISTING GUTTER ELEVATION -----------------------------------------------------------------------------------------------------------

PROPOSED GUTTER ELEVATION --------------------------------------------------------------------------------------------------------

April 13, 2016

EXISTING HYDRO POLE ---------------------------------------------------------------------------------------------------------------------

EXISTING STREET LIGHT POLE ----------------------------------------------------------------------------------------------------------

EXISTING ROAD SIGN ------------------------------------------------------------------------------------------------------------------------

PROPOSED CROWN STATION & ELEVATION ----------------------------------------------------------------------------------------------

NORTH SIDE ------------

EXISTING TREE ---------------------------------------------------------------------------------------------------------------------------------

50cm WHITE STOP BAR ------------------------------------------------------------------------------------------------------

10cm SOLID YELLOW LINE --------------------------------------------------------------------------------------------------

TYPICAL ROAD CROSS SECTION

P-6880-001

LAWRENCE AVENUE EAST ANDAND THE BRIDLE PATH INTERSECTION

422+00

422+20

422+40

422+60

422+80

423+00

7 m

7 m

7 m

1.0 m P

AV

ED S

HO

UL

DE

R

AS PER T 310.010-2

EXISTING SIDEWALK

REMOVE AND REPLACE

AS PER OPSD 608.010 (3.8 m TYP.)

PROP. CURB TERMINATION

AS PER OPSD 605.030

PROP. 45 CONCRETE OUTLET

E.C. 8

CENTRELINE OF CONSTRUCTION

B.C. 8

R - 20.0 m

R - 10.0 m

EXISTING ASBESTOS PAVEMENT

AS PER CITY STD T-1105.02-2

WATER SERVICE CONNECTION

Sta 422+65.849

E 315675.130

N 4843519.511

B.C. 8 Sta 422+86.154

E 315694.612

N 4843525.233

E.C. 8

LIMIT OF RECONSTRUCTION

LIMIT

OF RECONST

RUCTION

AS PER T-600.05-1 (TYP.)

PROPOSED CURB AND GUTTER

GRADES (TYP.)

MATCH EXISTING

PROP. DITCH

R - 15.0 m

AS PER T-600.05-1

PROPOSED CURB AND GUTTER

T-600.05-1

GUTTER AS PER

PROPOSED CURB AND

GUTTER AS PER T-600.05-1

PROPOSED CURB AND

MATCH EXISTING GRADES

(TYP.)

ADJUST EX. MH

1.0 m P

AV

ED S

HO

UL

DE

R

1.0 m P

AV

ED S

HO

UL

DE

R

R - 5.0 m

146.6

6

147.48

147.29

146.9

7

147.52

147.48

147.54

146.99

147.28

146.98

147.5

1

146.95

1.23%

2.54%

3.29%

2.43

%

0.4

1%

0.35

%

0.8

0%

2.0

0%

1.1

4%

2.8

4%

1.72%

1.22%

2.5

7%

2.5

7%

0.90%1.29%

147.5

5

GRADE (TYP.)

MATCH EXISTING

147.0

5

AS PER T-600.05-1 (TYP.)

WITH PROPOSED CURB AND GUTTER

REMOVE EX. CONC. CURB AND REPLACE

147.5

5

147.55

147.6414

6.46

146.40

146.5

0

TO FIT DRAINAGE CHANNEL

EXISTING ROAD SIGN TO BE RELOCATED

BRICK

146.82

SH

OU

LD

ER

1.3 m P

AV

ED

LINE REGARDLESS OF THE LOCATION OF THE EXISTING CURB STOP

(3) THE CURB STOP SHOULD BE INSTALLED AT THE PROPERTY

AS DIRECTED BY THE CONTRACT ADMINISTRATOR

(2) REPLACE SUBSTANDARD WATER SERVICE CONNECTION

CONNECTION AND CARRY OUT TEST PITS TO DETERMINE SIZE AND MATERIAL

NOTE: (1) CONTRACTOR TO LOCATE EXISTING WATER SERVICE

145.98

AT CENTRELINE

EXISTING GROUND

0.800%

-0.500% -1.200%-2.800%

-2.500%

-3.300%

-4.94%D

-3.83%D421+98.5

01

422+10.1

64

422+18.3

64

422+30.5

92

421+96.3

20

422+19.4

44

147.1

90 D

146.8

29 D

0.57%D

146.8

95 D

0.74%D

0.50%D

146.9

56 D

147.3

06 D

1.33%D 147.1

19 D

146.8

63 D

146.5

52 D

422+61.1

42

422+67.4

34

NORTH SIDE DITCHPROPOSED

SOUTH SIDE DITCHPROPOSED

NORTH SIDE DITCHPROPOSED

15.0m

15.0m

NEW CB

SEE DWG. No U-6880-004

AND LAWRENCE AVE. EAST INTERSECTION

FOR WATERMAINWORKS AT THE BRIDLE PATH

TO VERIFY ON SITE.

CONTRACTOR INDICATED.

UNLESS OTHERWISE

BE 0.9 m BELOW GRADE

ASSUMED TO ELEVATIONS

NOTE: ALL EX. UTILITY

65 Sunray Street

Whitby, Ontario L1N 8Y3

T:905.686.6402

F:905.432.7877

www.ghd.com

HE

LS

RS

W

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WV

WV

TREED AREA

TREED AREA

WV

HE

Bric

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Asph

HE

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WV

Asph

WV

TWW

SM

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BT Pedestal

HYD

Grass

HE

Grass

SM

H

Grass

Grass

RS

Grass

SIB

STUMP STUMP STUMPSTUMP

Grass

Grass

WV

STUMP STUMPSTUMP

HE

Grass

HMH

N

#B10

Stm MH#1

Stm MH

EX.C

ON

C. SID

EW

ALK

EX.CONC. SIDEWALK

EX.C

ONC. SID

EW

ALK

ALDERBRO

OK DR

HYDE PARK CRCL

VALLEYANNA DR

CHE

DIN

GT

ON P

LB

AY

VIE

W

AV

E

POST RD

WET

HERFIE

LD PL

THE BRID

LE PATH B

RIA

N

CLIF

F

DR

LARKFIELD DR

RIP

PLET

ON R

D

BA

NB

UR

Y R

D

KIR

KD

AL

E

CR

ES

LA

RKFIE

LD

DR

BL

AIN

E

DR

LES

LIE S

T

TH

E

BRID

LE P

AT

H

LES

LIE S

TSALONICA RD

PE

EB

LES

AV

E

SAINTFIELD AVE

ROYAL OAK DR

PA

RK

LA

NE

CR

CL

GL

EN

OR

CH

Y

RD

PARK LANE CRCL

HIG

H P

OIN

T

RD

HIG

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OIN

T

RD

PA

RK L

AN

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CR

CL

SHADY OAKS CRES

SUNCREST DRBA

YVIE

W

AV

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TIMBERGLADE CRT

100

mm

Unknown

Material

No. 8

0 (T

he Bridle Path)

450 mm Conc.Stm. Sewer

CB

N

0.0

00

D0.0

00

D

1

2

2

1

1

2

147.5

69

147.5

92

147.6

74

147.6

78

147.6

41

147.5

99

147.5

91

147.5

04

147.3

95

147.3

64

147.0

78

146.9

04

146.8

45

146.7

94

146.5

58

146.4

01

146.3

02

146.2

35

145.9

79

421+

97.2

93

422

+10.5

76

422

+31.754

422

+48.2

74

422

+65.8

49

422

+67.8

34

422

+86.154

422

+92.2

83

CB

130.25

146.6

6

147.48

147.29

146.9

7

146.95

147.52

147.48

147.54

146.9

9

147.28

146.9

8

147.5

1147.5

5

147.0

5

147.55

147.55

147.64

146.40

146.50

146.46

146.82

146.11

Page 3 of 20

SECTION 3 - TENDER SUBMISSION PACKAGE PRICING FORM

Contract No. 16ECS-LU-14SU

Item Standard/ Special

Specification

Description Estimated Quantity

Unit Unit PriceAdden-dum No.

Standard/ Special Drawing

Tender Call No.139-2016

Total Per Item

Part A GENERAL SITE REQUIREMENTS

1 SS.1 Payment for Bonds lump sum

$_________ 1.00

$___________

2 SS.1 Payment for Insurances lump sum

$_________ 1.00

$___________

3 SS.1 Mobilization and Demobilization lump sum

$_________ 1.00

$___________

4 TS 1.10/ SS.1 Supply and install field office for the City staff

each$_________

3.00$___________

5 TS 1.00/ SS.1 / SS.10 / SS.11 / SS.20

Provide traffic control for maintenance of traffic as per Ontario Traffic Manual(OTM)Book 7 Temporary Conditions

lump sum

$_________ 1.00

$___________

6 Section 5A, Item 11/ SS.1 / SS.12

Supply, install and manage "Capital Improvement Project Construction Sign" as per contract document

each$_________

6.00$___________

T-216.02-24

7 SS.1 / SS.13 Portable Variable Message Sign each$_________

8.00$___________

8 OPSS 565/ SS.1

Barrier for tree protection each$_________

120.00$___________

9 SS.1 / SS.25 Supply, install , maintain and remove temporary sediment control fence as directed

m$_________

662.00$___________

10 SS.1 / SS.8 Provide pre-construction and post construction structural and crack condition survey of building / structure and submit condition survey report

each$_________

71.00$___________

11 SS.1 / SS.30 Provision of as-constructed survey and record drawings

each$_________

3.00$___________

12 TS 1010/ SS.1

Construct test pits to determine location and depth of utilities - backfill with Granular B (Provisional)

each$_________

28.00$___________

13 TS 13.10/ SS.1

Construct test pits to determine location and depth of utilities - backfill with unshrinkable fill (Provisional)

each$_________

22.00$___________

14 OPSS 409/ SS.1 /SS.50

Clean, flush and video sanitary and storm sewers and maintenance holes (Pre-Construction)

m$_________

3,916.00$___________

15 OPSS 409/ SS.1 /SS.50

Clean, flush and video sanitary and storm sewers and maintenance holes (Post construction)

m$_________

3,916.00$___________

16 SS.1 Additional flushing and cleaning to remove excess debris from existing sewers (Provisional)

m$_________

980.00$___________

Apr 14, 2016 14 Page 3 -

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Addendum No. 1 - Tender Call No.139-2016




Specification





Total Per Item

Total For Part A GENERAL SITE REQUIREMENTS

Part B WATERMAIN CONSTRUCTION

Section I WATERMAIN REMOVALS

17 TS 510 / TS 13.10/ SS.1

Break down chambers (all sizes) to 1.2 m below grade including backfill with unshrinkable fill material, remove and return valve, frame and cover to City yard

each$_________

12.00$___________

18 TS 510/ SS.1 Remove fire hydrants and valves each$_________

11.00$___________

19 TS 441 / TS 510/ SS.1

Remove existing tee / cross connection from existing watermain and replace with filler piece (all types/ sizes)

each$_________

3.00$___________

20 Supply, install, maintain and remove temporary watermain by -pass system, including water services (Avondale Road)

lump sum

$_________ 1.00

$___________

21 Supply, install, maintain and remove temporary watermain by -pass system (Avondale Road and Park Road Intersection Works)

lump sum

$_________ 1.00

$___________

22 TS 510/ SS.1 Remove 150 mm or smaller valve and valve chamber, full depth - backfill with unshrinkable fill (Avondale Road)

each$_________

1.00$___________

Total For Section I WATERMAIN REMOVALS

Section II WATERMAIN CONSTRUCTION / INSTALLATION

Subsection 1 WATERMAIN CONSTRUCTION

23 TS 7.22 / TS 7.30 / TS 7.40 / TS 701 / TS 401/ TS 441 / TS 518/ SS.1 / SS.31 / SS.32 /SS.34

Supply and install 100 mm PVC pressure pipe, CL 235, DR18, including copper tracer wire - Local Road, within roadway (open cut)

m$_________

45.00$___________T-1103.01

/T-1103.020 / T-1103.020-2 T-1104.03-3 / T1104.03-04 / T-1105.02-1 / T-1105.02-2 / T-1106.04

Apr 14, 2016 15 Page 3 -

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Text Box





Specification





Total Per Item

24 TS 7.22 / TS 7.30 / TS 7.40 / TS 701 / TS 401/ TS 441 / TS 518/ SS.1 / SS.31 / SS.32 /SS.34

Supply and install 150 mm PVC pressure pipe, CL 235, DR18, including copper tracer wire - Local Road, within roadway (OpenCut)

m$_________

217.00$___________T-1103.01

/T-1103.020 / T-1103.020-2 T-1104.03-3 / T1104.03-04 / T-1105.02-1 / T-1105.02-2 / T-1106.04

25 TS 7.22 / TS 7.30 / TS 7.40 / TS 701 / TS 401/ TS 441 / TS 518/ SS.1 / SS.31 / SS.32 / SS.34

Supply and install 150 mm PVC pressure pipe, CL 305, DR14, including copper tracer wire-- Local Road, within roadway (Open Cut)

m$_________

160.00$___________T-1103.01

/T-1103.020 / T-1103.020-2 T-1104.03-3 / T1104.03-04 / T-1105.02-1 / T-1105.02-2 / T-1106.04

26 TS 7.30 / TS 7.40 / OPSS 450/ SS.1 /SS.31 / SS.33 / SS.34

Supply and install 150 mm PVC pressure pipe, CL 305, DR14, including copper tracer wire (HDD Method)

m$_________

1,220.00$___________T-1103.01

/T-1103.020 / T-1103.020-2 T-1104.03-3 / T1104.03-04 / T-1106.04


Supply and install 200 mm PVC pressure pipe, CL 235, DR18, including copper tracer wire - Major Road, within roadway (OpenCut)

m$_________

11.00$___________OPSD

802.010


Supply and install 300 mm PVC pressure pipe, CL 235, DR18, including copper tracer wire- Major Road, within roadway (OpenCut)

m$_________

8.00$___________OPSD

802.010

Apr 14, 2016 16 Page 3 -

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Text Box





Specification





Total Per Item

29 TS 7.70/ SS.1 / SS.37

Connect new watermain to existing watermain, including extension and other accessories as required to complete the connection up to 3.0m in depth - 150mm to 150mm pipe

each$_________

5.00$___________T-1107.04-3

/ T-1107.04-4

30 TS 7.70/ SS.1 / SS.37


each$_________

1.00$___________T-1107.04-3

/ T-1107.04-4

31 TS 7.70/ SS.1 / SS.37


each$_________

2.00$___________T-1107.04-3

/ T-1107.04-4

32 TS 7.70/ SS.1 / SS.37


each$_________

1.00$___________T-1107.04-3

/ T-1107.04-4

33 TS 7.70/ SS.1 / SS.37


each$_________

2.00$___________T-1107.04-3

/ T-1107.04-4

34 SS.1 / SS.35 Cut and cap the existing watermain ends ( all sizes)

each$_________

9.00$___________

35 TS 441/ SS.1 Supply and install 100 mm gate valve and valve box

each$_________

8.00$___________

T 1101.02-2


each$_________

23.00$___________

T 1101.02-2


each$_________

1.00$___________

T 1101.02-2


each$_________

3.00$___________

T 1101.02-2

39 TS 441 /SS.1/ SS.42

Connect proposed watermain to proposed watermain including accessories as required to complete the connection - 150 mm to 150 mm pipe

each$_________

4.00$___________

40 TS 7.40/ SS.1/ SS.39

Supply and install new hydrant at location where no hydrant exists, includes 6m hydrant lead, anode, control valve and box, all required fittings, tracer wire and looping to avoid conflict with utility or service (In open cut locations)

each$_________

3.00$___________

T 1105.01

Apr 14, 2016 17 Page 3 -

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Text Box





Specification





Total Per Item

41 TS 7.40 / TS 7.40/ SS.1 /SS.39

Supply and install new hydrant at location where no hydrant exists, includes 6m hydrant lead, anode, control valve and box, all required fittings, tracer wire, tapping sleeve, and thrust blocks (In HDD locations)

each$_________

13.00$___________

T 1105.01

42 OPSS 407/ SS.1

Supply and install 1500 mm precast valve chamber

each$_________

1.00$___________

43 TS 441/ SS. 1/ SS. 41/

Supply and install looping of proposed watermain to avoid conflict with utility or service (Provisional)

each$_________

1.00$___________

44 SS.1 Styrofoam insulation for watermain - 100 mm thick

m2$_________

3.00$___________

T 708.01-4

45 TS 441/ SS.1 Watermain Insertion valve -150 mm diameter (Provisional)

each$_________

1.00$___________


each$_________

1.00$___________


each$_________

1.00$___________

48 Remove asphaltic concrete pavement up to 200 mm depth (The Bridle Path and Lawreance Avenue Intersection)

m2No Bid

1 567.00No Bid

49 Supply and place HL 1 with PGAC 64-28 - 40 mm compacted thickness

tNo Bid

1 56.00No Bid

50 Supply and place HL 8HS with PGAC 64-28 (95mm)

tNo Bid

1 150.00No Bid

51 Contingency Allowance PS$419,000.00

1.00$419,000.00

Total For Subsection 1 WATERMAIN CONSTRUCTION

Total For Section II WATERMAIN CONSTRUCTION / INSTALLATION

Total For Part B WATERMAIN CONSTRUCTION

Part C WATER SERVICES

52 TS 441/ SS.1 / SS.42 / SS.43

Remove and replace existing water service connected under pressure with 19 mm water service single copper by augering method including cutting out/disconnect of existing service, removing curb stop, and reconnection of water service at street line to private water service, to a minimum depth of 1.7 m - Greater than 8.0 m in length

each$_________

5.00$___________

T 1104.01

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Specification





Total Per Item

53 TS 441/ SS.1 / SS.42 / SS.43

Remove and replace existing water service connected under pressure with 19 mm water service single copper by augering method including cutting out/disconnect of existing service, removing curb stop, and reconnection of water service at street line to private water service, to a minimum depth of 1.7 m - Up to 8.0 m in length

each$_________

1.00$___________

T 1104.01

54 TS 441/ SS.1 / SS.42 / SS.43

Remove and replace existing water service connected under pressure with 25 mm diameter water service single copper by augering method including cutting out/disconnect of existing service, removing curb stop, and reconnection of water service at street line to private water service, to a minimum depth of 1.7 m - Greater than 8.0 m in length

each$_________

11.00$___________

T 1104.01

55 TS 441/ SS.1 / SS.42 / SS.43


each$_________

5.00$___________

T 1104.01

56 TS 441/ SS.1 / SS.42 / SS.43


each$_________

3.00$___________

T 1104.02-1

57 TS 441/ SS.1 / SS.42 / SS.43


each$_________

5.00$___________

T 1104.02-1

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Total Per Item

58 TS 441/ SS.1 / SS.42 / SS.43


each$_________

8.00$___________

T-1104-02-1

59 TS 441/ SS.1 / SS.42 / SS.43


each$_________

3.00$___________

T-1104-02-1

60 TS 441 /SS.1 /SS.42

Connect proposed 100 mm water service to proposed watermain including accessories as required to complete the connection

each$_________

4.00$___________

61 TS 441/ SS. 1/ SS. 42

Reconnect proposed 100 mm water service to proposed watermain including accessories as required to complete the connection

each$_________

4.00$___________

62 TS 1010/ SS.1 / SS.44

Construct test pits to determine condition of water service- backfill with Granular B (Provisional)

each$_________

10.00$___________


1.00$53,000.00

Total For Part C WATER SERVICES

Part D SEWERS

64 Investigate sewer service with smoke testing, dye testing or CCTV to verify if serviice is active or abandoned

each$_________

18.00$___________

65 SS.1 Supply, install , maintain and remove temporary Class 1 non-woven geotextile fabric silt control for catchbasins

each$_________

74.00$___________

66 TS 510 / TS 13.10/ SS.1/SS.49/SS.51

Remove and dispose of offsite maintenance hole - over 3.0m to 4.5m depth and backfill with unshrinkable fill

each$_________

1.00$___________

T-708.01

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Total Per Item

67 TS 510/TS 13.10/ SS.1

Remove and dispose of offsite maintenance hole - full depth over 4.5 m to 6.0m depth and backfill with unshrinkable fill

each$_________

1.00$___________

68 SS.1/SS.35 Disconnect pipe and plug abandoned pipe opening with concrete

each$_________

18.00$___________

69 OPSS 407 / TS 410/ SS.1/SS49

Supply and install 250 mm diameter, PVC catch basin lead, DR 35, including excavation, coring into and connecting to storm sewer and CB, unshrinkable fill backfill and restoration (Provisional)

m$_________

50.00$___________T 1006.01-1

/ T 708.01-1 / T 708.03

70 TS 401/TS518/ SS.1/SS.49/SS.51

Supply and install sewer service 150mm DR28 including connection to the sewer and installation of clean out of street line - up to 4.5 in depth

each$_________

20.00$___________

T-708.04

71 OPSS 407/ SS.1

Supply and install precast concrete maintenance hole including benching - 1200 mm diameter - Over 3.0 m to 4.5m in depth

each$_________

2.00$___________OPSD

401.01 - Type A / OPSD 701.010 / OPSD 701.021 / OPSD 701.030 / T 701.021 / T 701.010

72 OPSS 407/ SS.1

Supply and install precast concrete maintenance hole including benching -1200 mm diameter - over 4.5 m to 6.9 m in depth

each$_________

1.00$___________OPSD

401.01 - Type A / OPSD 701.010 / OPSD 701.021 / OPSD 701.030 / T 701.021 / T 701.010

73 OPSS 407/ SS.1

Supply and install precast single catch basin chamber with sump, including square frame with square flat grate (Provisional)

each$_________

3.00$___________T 705.010-1

/ OPSD 400.020

74 TS 4.01/ SS.1 Temporary sewer by-pass system lump sum

$_________ 1.00

$___________

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Total Per Item

75 TS 410/ SS.1/SS.49

Supply and install 300 mm diameter, PVC pipe, DR 35, including saw-cutting pavement, excavation and embedment material, backfilling and pavement restoration as specified on Contract Drawings, core break into and connect with sewer pipe to maintenance holes, (and remove and disposal offsite existing pipe) - MH 3A to MH2A_

m$_________

68.00$___________

76 TS 410/ SS.1/SS.49

Supply and install 300 mm diameter, PVC pipe, DR 35, including saw-cutting pavement, excavation and embedment material, backfilling and pavement restoration as specified on Contract Drawings, core break into and connect with sewer pipe to maintenance holes, (and remove and disposal offsite existing pipe) - MH2A_ to MH1A

m$_________

83.00$___________


1.00$105,000.00

Total For Part D SEWERS

Part E ROAD WORKS

77A TS 2.10 / TS 510/ SS.1

Remove concrete/asphalt curb, curb & gutter, all types

m$_________

1 170.00$___________

77B TS 2.10 / TS 510/ SS.1

Remove concrete or asphalt sidewalk, all thicknesses

m2$_________

1 345.00$___________

77C TS 1010 / TS 3.80 / TS 510/ SS.1/SS.62

Remove, salvage and replace interlocking stones, unit pavers, precast slabs, granite sets, flagstones, etc. including granular base

m2$_________

1 62.00$___________ T

310.050-2 / T 310.020-1 / T 310.020-2 / T 561.030-2

77D TS 2.10 / TS 510/ SS.1

Remove concrete sidewalk including curb monolithic with sidewalk, all thicknesses

m2$_________

1 81.00$___________

78 Cold milling asbestos containing asphalt pavement up to 40 mm depth in a Type 1 milling operation

m2$_________

1 4,822.00$___________

79 TS 3.15/TS 510

Cold milling asphalt pavement up to 40 mm depth

m2$_________

1 874.00$___________

79A TS 2.10 / TS 510/ SS.1

General excavation of pavement including sawcutting and disposal (maximum 600 mm below existing grade with asbestos)

m2$_________

1 4,781.00$___________

79B TS 2.10 / TS 510/ SS.1

General excavation of pavement including sawcutting - maximum 600 mm below existing grade - no asbestos

m2$_________

1 443.00$___________

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Total Per Item

79C Supply and place HL 1 with PGAC 64-28 - 40 mm compacted thickness

t$_________

1 88.00$___________

80 TS 310 / TS 3.10 / TS 1003 / TS 1101/ SS.1 / SS.59 / SS.60

Supply and place HL 3 with PGAC 58-28 - 40 mm compacted thickness

m2$_________

1,582.00$___________

80A Supply and place HL 8HS with PGAC 58-28 - 95mm thickness

t$_________

1 209.00$___________

80B TS 310 / TS 3.30 / TS 1150 / TS 1101 / TS 1003/ SS.1/SS.59/SS.60

Supply and place HL 8 (20% RAP) with PGAC 58-28

t$_________

1 783.00$___________

80C TS 310 / TS 3.30 / TS 1150 / TS 1101 / TS 1003/ SS.1

Supply and place HL 8 (20% RAP) with PGAC 58-28 for padding and cross fall correction

t$_________

1 80.00$___________

80D TS 2.10 / TS 510/ SS.1

Remove concrete road base - maximum 250 mm thick

m2$_________

1 413.00$___________

80E TS 3.45 / TS 1350 / SS.1

Construct concrete road base, 32 MPA 7-day concrete up to 250mm depth -including dowels (Provisional)

m2$_________

1 413.00$___________

T-508.010-1

80F TS 1010 / TS 510 / SS.1

Remove and replace granular base material with 300 mm depth of 19mm crusher run limestone including disposal of excavated material offsite (Provisional)

m2$_________

1 413.00$___________

80G TS 1350 / TS 3.50/ SS.1/SS.61/SS.63/SS.64

Construct concrete curb with a ledge behind the curb

m$_________

1 180.00$___________T 350.01 /

T 600.11-1

80H Construct concrete curb termination as per OPSD 605.030

m$_________

1 6.00$___________

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Total Per Item

80I TS 1350 / TS 3.70/ SS.1/SS.62

Construct concrete sidewalk, including excavation and grading - 130 mm thick

m2$_________

1 345.00$___________T 310.010-1

/ T 310.010-2 / TS 310.030-7 / TS 310.030-8 / TS 310.030-9 / TS 310.030-10 / TS 310.030-11

80J TS 1350 / TS 3.50/ SS.1/SS.61

Construct monolithic concrete curb and sidewalk

m2$_________

1 81.00$___________T 310.010-4

/ T 310.050-1

80K TS 3.70/ SS.1 /SS.60 /SS.67

Supply and install tactile walking surface indicator - 610 mm width

m$_________

1 5.00$___________TS

310.030-7 / TS 310.030-8 / TS 310.030-9 / TS 310.030-10 / TS 310.030-11

80L TS 501/TS 1010/ SS.1/SS.61

Supply and place Granular A for foundation, backfilling and other road applications

t$_________

1 200.00$___________

80M TS 501 / TS 1010/ SS.1/ SS.61

Supply and place Granular B Type ll for foundation, backfilling and other road applications

t$_________

1 659.00$___________

80N Remove and replace granular base with 380 mm depth of Granular B material including disposal of excavated material (under paved shoulders at The Bridle Path /Lawrence Ave. Intersection)

t$_________

1 54.00$___________

80O OPSS 1850/ SS.1

Remove and replace cast iron catchbasin frame & grate to raised frame & circular grate

each$_________

1 65.00$___________OPSD

400.07 / T 610.020-1

80P TS 2.10/TS 510/ SS.1

Remove concrete strip including disposal (Bridle Path)

m$_________

1 8.00$___________

80Q TS 3.85/ SS.1 Place new concrete strip (The Bridle Path)

m$_________

1 8.00$___________

80R TS 510/ SS.1 Remove TTC concrete pad (Provisional)

m2$_________

1 14.00$___________

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Total Per Item

80S SS.1 Construct cast-inplace concrete TTC platform (Bus Pad) ramp as shown on plan (Provisional)

m2$_________

1 86.00$___________

80T TS 3.30 / TS 310 / TS 3.20/ SS.1

Construct asphalt speed humps - 75 mm high, including pavement marking

each$_________

1 1.00$___________

T 504.02

80U TS 2.10 / TS 510/ SS.1

Remove concrete curb and gutter andreplace with drop concrete curb as per T-600.05-1

m$_________

1 15.00$___________

T-600.05-1

80V TS 510 / SS.1 Remove and relocate TTC sign each$_________

1 1.00$___________

80W Remove asphalt patch and place interlock brick including granular base material

m2$_________

1 7.00$___________

80X TS 4.50 / TS 408/ SS.1

Adjust catch basin, maintenance hole, valve chamber electrical handwell and/or ditch inlet up to 300 mm from top of cover or grate

each$_________

1 15.00$___________T 216.02-5

/ T 610.020-1

80Y TS 441/ SS.1 Adjust water valve boxes to final grade

each$_________

1 6.00$___________

81 Supply and apply field reacted polymeric pavement marking, solid white stop bar, 500 mm wide

m$_________

1 40.00$___________

82 Supply and apply field reacted polymeric pavement marking, white or yellow, solid or skip line, 100 mm wide

m$_________

1 520.00$___________

82A Supply and apply polymeric pavement marking white CB arrow (Mutual Street)

each$_________

1 14.00$___________

82B Ditch regrading (The Bridle Path/Lawrence Intersection)

m$_________

1 32.00$___________

83 TS 310/TS 1150/TS 1101/TS 1003/ SS.1 / SS.59 /SS.60

Supply and place HL 3 with PGAC 58-28

t$_________

1 613.00$___________

83A TS 5.00 Supply and place 100 mm topsoil and No. 1 nursery sod, unstaked

m2$_________

1 35.00$___________


1 1.00$178,000.00

Total For Part E ROAD WORKS

Part F MAINTENANCE

85 General excavation of pavement including sawcut and disposal (max. 600mm depth) with asbestos

m2No Bid

1 4,380.00No Bid

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Total Per Item

86 General excavation of pavement including sawcut and disposal (max. 600mm depth) non asbestos

m2No Bid

1 4.00No Bid

87 Cold milling asbestos containing asphalt pavement up to 40 mm depth in a Type 1 milling operation

m2No Bid

1 3,465.00No Bid

88 TS 3.15/TS 510


m2No Bid

1 47.00No Bid

89 Remove concrete road base - up to 250 mm thick (Provisional)

m2No Bid

1 410.00No Bid

90 Construct concrete road base, 32 MPA 7-day concrete up to 250 mm depth - including dowels (Provisional)

m2No Bid

1 410.00No Bid

91 Remove and replace granular base material with 300 mm depth of 19mm crusher run limestone including disposal of excavated material offsite (Provisional)

m2No Bid

1 410.00No Bid


tNo Bid

1 550.00No Bid

93 Supply and place HL 8 (20% RAP) with PGAC 58-28

tNo Bid

1 775.00No Bid

94 Supply and place HL 8 with PGAC 58-28 for padding and cross fall correction

tNo Bid

1 80.00No Bid

95 TS 2.10/TS 510

Remove concrete/asphalt curb, curb & gutter, all types

mNo Bid

1 103.00No Bid

96 TS 2.10/TS 510


m2No Bid

1 289.00No Bid

97 TS 1010 / TS 3.80 / TS 510

Remove, salvage and replace interlocking stones, unit pavers, precast slabs, granite sets, flagstones, etc. including granular base

m2No Bid

1 62.00No Bid T

310.050-2 / T 310.020-1 / T 310.020-2 / T 561.030-2

98 TS 2.10/TS 510


m2No Bid

1 75.00No Bid

99 Construct concrete curb with a ledge behind the curb

mNo Bid

1 103.00No Bid

100 Construct concrete sidewalk, including excavation and grading - 130 mm thick

m2No Bid

1 289.00No Bid

101 Construct monolithic concrete curb and sidewalk -150 mm thick

m2No Bid

1 75.00No Bid

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Specification





Total Per Item

102 TS 3.70 Supply and install tactile walking surface indicator - 610 mm width

mNo Bid

1 4.00No BidTS

310.030-7/TS 310.030-8/TS 310.030-9/TS 310.030-10/TS 310.030-11

103 Supply and place compacted Granular A for foundation, backfilling and other road applications.

tNo Bid

1 80.00No Bid

104 Supply and place Granular B Type ll for foundation, backfilling and other road applications

tNo Bid

1 97.00No Bid

105 OPSS 1850 Remove and replace cast iron catchbasin frame & grate to raised frame & circular grate

eachNo Bid

1 65.00No BidOPSD

400.07/T 610.020-1

106 Remove concrete strip including disposal

mNo Bid

1 8.00No Bid

107 Place new concrete strip (The Bridle Path)

mNo Bid

1 8.00No Bid

108 Remove TTC concrete pad (Provisional)

eachNo Bid

1 14.00No Bid

109 Construct cast-inplace concrete TTC platform (Bus Pad) ramp as shown on plan (Provisional)

m2No Bid

1 86.00No Bid

110 TS 3.30/TS 310/TS 3.20

Construct asphalt speed humps - 75 mm high, including pavement marking

eachNo Bid

1 1.00No Bid

T 504.02

111 Remove concrete curb and gutter and replace with drop concrete curb as per T-600.05-1

mNo Bid

1 15.00No Bid

112 Remove and relocate TTC sign eachNo Bid

1 1.00No Bid

113 TS 5.00 Supply and place 100 mm topsoil and No. 1 nursery sod, unstaked

m2No Bid

1 5.00No Bid

114 TS 4.50/TS 408

Adjust catch basin, maintenance hole, valve chamber electrical handwell and/or ditch inlet up to 300 mm from top of cover or grate

eachNo Bid

1 11.00No BidT

216.02-5/T 610.020-1

115 TS 441 Adjust water valve boxes to final grade

eachNo Bid

1 5.00No Bid

116 TTS 816 Supply and apply pavement marking, white or yellow, solid or skip lines, 100 mm wide - paint

mNo Bid

1 475.00No Bid

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Total Per Item

117 TTS 816 Supply and apply field reacted polymeric pavement marking, solid white stop bar, 500 mm wide

mNo Bid

1 26.00No Bid

118 Supply and apply polymeric pavement marking white CB arrow. (Mutual Street)

eachNo Bid

1 14.00No Bid

119 Contingency Allowance PSNo Bid

1 1.00No Bid

Total For Part F MAINTENANCE

Part G UTILITY REPAIRS

120 General excavation of pavement including sawcutting - maximum 600 mm below existing grade (with asbestos)

m2No Bid

1 26.00No Bid

121 General excavation of pavement including sawcutting - maximum 600 mm below existing grade (non asbestos)

m2No Bid

1 3.00No Bid

122 TS 3.15/TS 510


m2No Bid

1 340.00No Bid

123 Remove concrete road base - up 250 mm thick (Provisional)

m2No Bid

1 3.00No Bid

124 Construct concrete road base, 32 MPA 7-day concrete up to 250 mm depth - including dowels (Provisional)

m2No Bid

1 3.00No Bid

125 Remove and replace granular base material with 300 mm depth of 19 mm crusher run limestone including disposal of excavated material offsite (Provisional)

m2No Bid

1 3.00No Bid


tNo Bid

1 34.00No Bid

127 Supply and place HL 8 (20% RAP) with PGAC 58-28

tNo Bid

1 8.00No Bid

128 TS 2.10/TS 510


m2No Bid

1 31.00No Bid

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Total Per Item

129 TS 1350/TS 3.70

Construct concrete sidewalk, including excavation and grading - 130 mm thick

m2No Bid

1 31.00No BidT

310.010-1/T 310.010-2/TS 310.030-7/TS 310.030-8/TS 310.030-9/TS 310.030-10/TS 310.030-11

130 TS 2.10/TS 510


m2No Bid

1 6.00No Bid

131 Construct monolithic concrete curb and sidewalk -150 mm thick

m2No Bid

1 6.00No Bid

132 TS 3.70 Supply and install tactile walking surface indicator - 610 mm width

mNo Bid

1 1.00No BidTS

310.030-7/TS 310.030-8/TS 310.030-9/TS 310.030-10/TS 310.030-11

133 Remove asphalt patch and place interlock brick including granular base material

m2No Bid

1 7.00No Bid

134 Supply and place compacted Granular A for foundation, backfilling and other road applications.

tNo Bid

1 10.00No Bid

135 Supply and place Granular B Type ll for foundation, backfilling and other road applications

tNo Bid

1 12.00No Bid

136 Contingency Allowance PSNo Bid

1 1.00No Bid

Total For Part G UTILITY REPAIRS

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Total Per Item

Summary of Tender Total

Part A GENERAL SITE REQUIREMENTS

Part B WATERMAIN CONSTRUCTION

Part C WATER SERVICES

Part D SEWERS

Part E ROAD WORKS

Part F MAINTENANCE

Part G UTILITY REPAIRS

Total Bid Price = $X

Company GST/HST Registration number:

HST Amount (13%) = $Y

Total Amount of Tender Call = $X + $Y

Please indicate this amount on the Tender Call Cover Page next to "Amount of Tender Call Herein".

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Tender 139-2016 Addendum 1 · 2020-06-16 · April 14, 2016 Posted on website: 20 pages ADDENDUM NO. 1 TENDER NO. 139-2016 CONTRACT NO. 16ECS-LU-14SU RE: Construction of Watermain,

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