tender 139-2016 addendum 1 · 2020-06-16 · april 14, 2016 posted on website: 20 pages addendum...
TRANSCRIPT
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
W
WV
WV
TREED AREA
TREED AREA
WV
HE
Bric
k
Asph
HE
RS
Grass
Asph
Con
RS
WV
Asph
WV
TWW
SM
H
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
H P
OIN
T
RD
PA
RK L
AN
E
CR
CL
SHADY OAKS CRES
SUNCREST DRBA
YVIE
W
AV
E
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$___________
Apr 14, 2016 14 Page 3 -
SECTION 3 - TENDER SUBMISSION PACKAGE PRICING FORM
Contract No. 16ECS-LU-14SU
Item Standard/ Special
Specification
Description Estimated Quantity
Unit Unit PriceAdden-dum No.
Standard/ Special Drawing
Tender Call No.139-2016
Total Per Item
Total For Part A GENERAL SITE REQUIREMENTS
Part B WATERMAIN CONSTRUCTION
Section I WATERMAIN REMOVALS
17 TS 510 / TS 13.10/ SS.1
Break down chambers (all sizes) to 1.2 m below grade including backfill with unshrinkable fill material, remove and return valve, frame and cover to City yard
each$_________
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$___________T-1103.01
/T-1103.020 / T-1103.020-2 T-1104.03-3 / T1104.03-04 / T-1105.02-1 / T-1105.02-2 / T-1106.04
Apr 14, 2016 15 Page 3 -
SECTION 3 - TENDER SUBMISSION PACKAGE PRICING FORM
Contract No. 16ECS-LU-14SU
Item Standard/ Special
Specification
Description Estimated Quantity
Unit Unit PriceAdden-dum No.
Standard/ Special Drawing
Tender Call No.139-2016
Total Per Item
24 TS 7.22 / TS 7.30 / TS 7.40 / TS 701 / TS 401/ TS 441 / TS 518/ SS.1 / SS.31 / SS.32 /SS.34
Supply and install 150 mm PVC pressure pipe, CL 235, DR18, including copper tracer wire - Local Road, within roadway (OpenCut)
m$_________
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$___________T-1103.01
/T-1103.020 / T-1103.020-2 T-1104.03-3 / T1104.03-04 / T-1106.04
27 TS 7.22 / TS 7.30 / TS 7.40 / TS 701 / TS 401/ TS 441 / TS 518/ SS.1 / SS.31 / SS.32 / SS.34
Supply and install 200 mm PVC pressure pipe, CL 235, DR18, including copper tracer wire - Major Road, within roadway (OpenCut)
m$_________
11.00$___________OPSD
802.010
28 TS 7.22 / TS 7.30 / TS 7.40 / TS 701 / TS 401/ TS 441 / TS 518/ SS.1 / SS.31 / SS.32 / SS.34
Supply and install 300 mm PVC pressure pipe, CL 235, DR18, including copper tracer wire- Major Road, within roadway (OpenCut)
m$_________
8.00$___________OPSD
802.010
Apr 14, 2016 16 Page 3 -
SECTION 3 - TENDER SUBMISSION PACKAGE PRICING FORM
Contract No. 16ECS-LU-14SU
Item Standard/ Special
Specification
Description Estimated Quantity
Unit Unit PriceAdden-dum No.
Standard/ Special Drawing
Tender Call No.139-2016
Total Per Item
29 TS 7.70/ SS.1 / SS.37
Connect new watermain to existing watermain, including extension and other accessories as required to complete the connection up to 3.0m in depth - 150mm to 150mm pipe
each$_________
5.00$___________T-1107.04-3
/ T-1107.04-4
30 TS 7.70/ SS.1 / SS.37
Connect new watermain to existing watermain, including extension and other accessories as required to complete the connection up to 3.0m in depth - 150mm to 200mm pipe
each$_________
1.00$___________T-1107.04-3
/ T-1107.04-4
31 TS 7.70/ SS.1 / SS.37
Connect new watermain to existing watermain, including extension and other accessories as required to complete the connection up to 3.0m in depth - 200mm to 200mm pipe
each$_________
2.00$___________T-1107.04-3
/ T-1107.04-4
32 TS 7.70/ SS.1 / SS.37
Connect new watermain to existing watermain, including extension and other accessories as required to complete the connection up to 3.0m in depth - 150mm to 400mm pipe
each$_________
1.00$___________T-1107.04-3
/ T-1107.04-4
33 TS 7.70/ SS.1 / SS.37
Connect new watermain to existing watermain, including extension and other accessories as required to complete the connection up to 3.0m in depth - 300mm to 300mm pipe
each$_________
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$___________
T 1101.02-2
36 TS 441/ SS.1 Supply and install 150 mm gate valve and valve box
each$_________
23.00$___________
T 1101.02-2
37 TS 441/ SS.1 Supply and install 200 mm gate valve and valve box
each$_________
1.00$___________
T 1101.02-2
38 TS 441/ SS.1 Supply and install 300 mm gate valve and valve box
each$_________
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$___________
T 1105.01
Apr 14, 2016 17 Page 3 -
SECTION 3 - TENDER SUBMISSION PACKAGE PRICING FORM
Contract No. 16ECS-LU-14SU
Item Standard/ Special
Specification
Description Estimated Quantity
Unit Unit PriceAdden-dum No.
Standard/ Special Drawing
Tender Call No.139-2016
Total Per Item
41 TS 7.40 / TS 7.40/ SS.1 /SS.39
Supply and install new hydrant at location where no hydrant exists, includes 6m hydrant lead, anode, control valve and box, all required fittings, tracer wire, tapping sleeve, and thrust blocks (In HDD locations)
each$_________
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$___________
46 TS 441/ SS.1 Watermain Insertion valve -200 mm diameter (Provisional)
each$_________
1.00$___________
47 TS 441/ SS.1 Watermain Insertion valve -300 mm diameter (Provisional)
each$_________
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$___________
T 1104.01
Apr 14, 2016 18 Page 3 -
SECTION 3 - TENDER SUBMISSION PACKAGE PRICING FORM
Contract No. 16ECS-LU-14SU
Item Standard/ Special
Specification
Description Estimated Quantity
Unit Unit PriceAdden-dum No.
Standard/ Special Drawing
Tender Call No.139-2016
Total Per Item
53 TS 441/ SS.1 / SS.42 / SS.43
Remove and replace existing water service connected under pressure with 19 mm water service single copper by augering method including cutting out/disconnect of existing service, removing curb stop, and reconnection of water service at street line to private water service, to a minimum depth of 1.7 m - Up to 8.0 m in length
each$_________
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$___________
T 1104.01
55 TS 441/ SS.1 / SS.42 / SS.43
Remove and replace existing water service connected under pressure with 25 mm water service single copper by augering method including cutting out/disconnect of existing service, removing curb stop, and reconnection of water service at street line to private water service, to a minimum depth of 1.7 m - Up to 8.0 m in length
each$_________
5.00$___________
T 1104.01
56 TS 441/ SS.1 / SS.42 / SS.43
Remove and replace existing water service connected under pressure with 37 mm water service single copper by augering method including cutting out/disconnect of existing service, removing curb stop, and reconnection of water service at street line to private water service, to a minimum depth of 1.7 m - Greater than 8.0 m in length
each$_________
3.00$___________
T 1104.02-1
57 TS 441/ SS.1 / SS.42 / SS.43
Remove and replace existing water service connected under pressure with 37 mm water service single copper by augering method including cutting out/disconnect of existing service, removing curb stop, and reconnection of water service at street line to private water service, to a minimum depth of 1.7 m - Up to 8.0 m in length
each$_________
5.00$___________
T 1104.02-1
Apr 14, 2016 19 Page 3 -
SECTION 3 - TENDER SUBMISSION PACKAGE PRICING FORM
Contract No. 16ECS-LU-14SU
Item Standard/ Special
Specification
Description Estimated Quantity
Unit Unit PriceAdden-dum No.
Standard/ Special Drawing
Tender Call No.139-2016
Total Per Item
58 TS 441/ SS.1 / SS.42 / SS.43
Remove and replace existing water service connected under pressure with 50 mm water service single copper by augering method including cutting out/disconnect of existing service, removing curb stop, and reconnection of water service at street line to private water service, to a minimum depth of 1.7 m - Greater than 8.0 m in length
each$_________
8.00$___________
T-1104-02-1
59 TS 441/ SS.1 / SS.42 / SS.43
Remove and replace existing water service connected under pressure with 50 mm water service single copper by augering method including cutting out/disconnect of existing service, removing curb stop, and reconnection of water service at street line to private water service, to a minimum depth of 1.7 m - Up to 8.0 m in length
each$_________
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$___________
63 Contingency Allowance PS$53,000.00
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$___________
T-708.01
Apr 14, 2016 20 Page 3 -
SECTION 3 - TENDER SUBMISSION PACKAGE PRICING FORM
Contract No. 16ECS-LU-14SU
Item Standard/ Special
Specification
Description Estimated Quantity
Unit Unit PriceAdden-dum No.
Standard/ Special Drawing
Tender Call No.139-2016
Total Per Item
67 TS 510/TS 13.10/ SS.1
Remove and dispose of offsite maintenance hole - full depth over 4.5 m to 6.0m depth and backfill with unshrinkable fill
each$_________
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
$___________
Apr 14, 2016 21 Page 3 -
SECTION 3 - TENDER SUBMISSION PACKAGE PRICING FORM
Contract No. 16ECS-LU-14SU
Item Standard/ Special
Specification
Description Estimated Quantity
Unit Unit PriceAdden-dum No.
Standard/ Special Drawing
Tender Call No.139-2016
Total Per Item
75 TS 410/ SS.1/SS.49
Supply and install 300 mm diameter, PVC pipe, DR 35, including saw-cutting pavement, excavation and embedment material, backfilling and pavement restoration as specified on Contract Drawings, core break into and connect with sewer pipe to maintenance holes, (and remove and disposal offsite existing pipe) - MH 3A to MH2A_
m$_________
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$___________
77 Contingency Allowance PS$105,000.00
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$___________
Apr 14, 2016 22 Page 3 -
SECTION 3 - TENDER SUBMISSION PACKAGE PRICING FORM
Contract No. 16ECS-LU-14SU
Item Standard/ Special
Specification
Description Estimated Quantity
Unit Unit PriceAdden-dum No.
Standard/ Special Drawing
Tender Call No.139-2016
Total Per Item
79C Supply and place HL 1 with PGAC 64-28 - 40 mm compacted thickness
t$_________
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$___________
Apr 14, 2016 23 Page 3 -
SECTION 3 - TENDER SUBMISSION PACKAGE PRICING FORM
Contract No. 16ECS-LU-14SU
Item Standard/ Special
Specification
Description Estimated Quantity
Unit Unit PriceAdden-dum No.
Standard/ Special Drawing
Tender Call No.139-2016
Total Per Item
80I TS 1350 / TS 3.70/ SS.1/SS.62
Construct concrete sidewalk, including excavation and grading - 130 mm thick
m2$_________
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$___________
Apr 14, 2016 24 Page 3 -
SECTION 3 - TENDER SUBMISSION PACKAGE PRICING FORM
Contract No. 16ECS-LU-14SU
Item Standard/ Special
Specification
Description Estimated Quantity
Unit Unit PriceAdden-dum No.
Standard/ Special Drawing
Tender Call No.139-2016
Total Per Item
80S SS.1 Construct cast-inplace concrete TTC platform (Bus Pad) ramp as shown on plan (Provisional)
m2$_________
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$___________
84 Contingency Allowance PS$178,000.00
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
Apr 14, 2016 25 Page 3 -
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
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
Cold milling asphalt pavement up to 40 mm depth
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
92 Supply and place HL 3 with PGAC 58-28 - 40 mm compacted thickness
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
Remove concrete or asphalt sidewalk, all thicknesses
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
Remove concrete sidewalk including curb monolithic with sidewalk, all thicknesses
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
Apr 14, 2016 26 Page 3 -
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
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
Apr 14, 2016 27 Page 3 -
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
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
Cold milling asphalt pavement up to 40 mm depth
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
126 Supply and place HL 3 with PGAC 58-28 - 40 mm compacted thickness
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
Remove concrete or asphalt sidewalk, all thicknesses
m2No Bid
1 31.00No Bid
Apr 14, 2016 28 Page 3 -
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
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
Remove concrete sidewalk including curb monolithic with sidewalk, all thicknesses
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
Apr 14, 2016 29 Page 3 -
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
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".
Apr 14, 2016 30 Page 3 -