2016 t 114 addendum 1 - niagara region, ontario, canada · pdf filessp 34 adjusting and...

THE REGIONAL MUNICIPALITY OF NIAGARA

2016-T-114 Contract RN 16-14

Reconstruction of Regional Road 20 at South Grimsby Road 5 Intersection from

Streamside Drive to 170 m East of South Grimsby Road 5

In the Township of West Lincoln

A D D E N D U M N O. 1

I) DIRECTIVE

This Addendum shall form an integral part of the specifications and plans for the above project and shall

be read in conjunction therewith. This Addendum shall, however, take precedence over all requirements

of the previously issued specifications and plans with which it may prove to be at variance, unless

otherwise clarified by the Engineer.

This Addendum must be signed by the Tenderer in the appropriate space and must be attached to the

Form of Tender for submission at the time of tendering. Tenders not including this Addendum, signed

as required, may be rejected as informal.

II) CLARIFICATION/REVISIONS

1. NOTICE PAGE

Remove and replace NOTICE page with Addendum No. 1 NOTICE page.

2. FORM OF TENDER

Remove Pages FT 4 through FT 19, and Replace with Pages Addendum No. 1 FT 4 through

Addendum No. 1 FT 23

Items Modified in Addendum No. 1

- Items C2 to C5 shall be PVC DR 35 or rigid pipe CL65-D Storm Sewers

- Item C20 a), b) quantity to be revised to two (2) each for each item

- Section G Bell Relocation work

3. SPECIAL PROVISIONS – SUPPLEMENTAL SPECIAL PROVISIONS

Remove and replace page 33 with 33 – Addendum No. 1

SSP 34 Adjusting And Rebuilding Existing Maintenance Holes and Catch Basins

Replace 75 mm with 300mm

4. SCHEDULE OF DRAWINGS

Add Page SD-2 Addendum No. 1.

Drawings attached to Addendum No. 1

5. APPENDIX A

Bell Approved Civil Structures Contractors

2016-T-114

Contract RN 16-14 Reconstruction of Regional Road 20 at South Grimsby Road 5 Intersection from



Addendum No. 1

- 2 -

Date Issued: Monday, August 22, 2016

Signature: Jeff Mulligan

Manager Purchasing Services

THE TENDERER SHALL ADJUST HIS BID PRICE ACCORDING TO THE CHANGES SPECIFIED IN

THIS ADDENDUM.

Tenderer’s Signature:

Company Name:

Date:

Addendum No. 1

NOTICE

This contract utilizes the Niagara Peninsula Standard Contract Document (Revision 17). This

document constitutes the specification for this project and must be utilized in preparing bids for

tenders or quotations.

The Niagara Peninsula Standard Contract Document is available on-line at the “Bid

Opportunities” section of the Regional Municipality of Niagara website (www.niagararegion.ca).

Contracts issued through tender calls and quotations will reference the Standard Document and

the responsibility for obtaining or having access to the Document will rest with the bidder. The

Standard Document can be utilized on all projects which clearly indicate reference and use of the

Niagara Peninsula Contract Document.

Contract No.:

Title:

Location:

Item Item Description Unit Quantity Unit Price Amount

Bonding

a) 100% Performance. Labour and Materials Bond LS 1

A2 A2 SSP 8 Pre-Construction Survey LS 1

A3 A3 SSP 9 Site Office LS 1

A4 A4 Construction Layout LS 1

Clearing and Grubbing

a) Remove and dispose of bush, including hedges and roots, and trees less than 100 mm

diameter

LS 1

b) Tree and stump removal - greater than or equal to 100mm diameter each 12

A6 A8 SSP 10 Construction Signs, Traffic Control and Traffic Management Plan LS 1

A7 A9 Contingency Allowance LS 1 200,000 200,000

Subtotal Section A

Section A - General

RN 16-14

2016-T-114

Spec. No.

A1 A1

Reconstruction of Regional Road 20 /

South Grimsby Road 5 Intersection

Township of West Lincoln

SCHEDULE OF TENDER UNIT PRICES

A5 A5

OPSS 201

Addendum No. 1 FT 4

Contract No.:

Title:

Location:


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2016-T-114

Spec. No.





Removals

B1 B27

OPSS. MUNI

510

SSP 15 Partial Depth Asphalt Removal - Milling m² 273

B2 B27

OPSS. MUNI

510

SSP 15 Removal of Concrete Curb and Gutter m 38

B3 B27

OPSS. MUNI

510

SSP 15

SSP 29

Remove, Store and Reinstall Wood Curb m 8

B4 B27

OPSS. MUNI

510

SSP 15 Removal of Concrete Sidewalk m² 120

B5 B27

OPSS. MUNI

510

SSP 15 Removal of Catchbasins, Ditch Inlets, Manholes, Including Plugging of Openings each 4

B6 B27

OPSS. MUNI

510, OPSS

MUNI 772

SSP 15

SSP 27

Remove, Store and Reinstall Chain Link Fence m 12

B7 B27 ,

OPSS. MUNI

510, OPSS

MUNI 721

SSP 15

SSP 33

Remove, Salvage and Reinstate Steel Beam Guide Rail m 162

B8 B27

OPSS. MUNI

510

SSP 15

SSP 17

Removal of Any Buried Pipes, Conduit, Etc. (Provisional) m 500

B9 B27

OPSS. MUNI

510

SSP 15

SSP 16

Removal of Culverts, Diameter Less Than 500 mm m 110

B10 B27

OPSS. MUNI

510

SSP 15

SSP 16

Removal of Culverts, Diamter Equal to, or Greater Than, 500 mm m 90

B11 B2

OPSS 180

OPSS.

MUNI 206

SSP 19 Earth Excavation (Grading), Including Full Depth Asphalt Removal m³ 8,600

B12 B14

OPSS 310

SSP 20 Hot Mix HL-3 HS (50 mm lift) (2017) t 700

B13 B14

OPSS 310

SSP 21 Hot Mix HL-8 HS (100 mm in 2 x 50 mm lifts) (2016) t 1,500

B14 B15

OPSS 311

Hot Mix HL-3F for Driveways (2016) t 25

B15 B12

OPSS 310

Tack Coat (2017) m² 4,900

B16 B3, B18,

OPSS 314,

OPSS 351,

OPSS 410,

OPSS 421,

OPSS 701

SSP 22 Granular 'A' Crushed Limestone 12,000

B17 B8

OPSS 353

SSP 23 Concrete Curb and Gutter (OPSD 600.040) (2016) m 800

B18 B8

OPSS 353

SSP 24 Concrete Curb and Gutter (OPSD 600.040) (2017) m 20

B19 B9

OPSS 351

SSP 25 Concrete Sidewalk m² 880

Section B - Roadwork, Pavement Marking & Signs

Addendum No. 1 FT 5

Contract No.:

Title:

Location:


RN 16-14

2016-T-114

Spec. No.





B20 B34 Tactile Warning Surfaces (610 mm Plates) each 10

B21 B6

OPSS 405

SSP 26 100 mm Diameter Pipe Subdrains m 667

B22 OPSS 721 Steel Beam Guide Rail (OPSD 912.130) m 14

B23 A7

OPSS 805

OPSS 1860

SSP 12 Silt Fence m 281

B24 OPSS 805 SSP 14 Straw Bale each 10

B25 OPSS 565 SSP 13 Barrier for Tree Protection m 95

B26 B21

OPSS 802,

203

SSP 28 50mm Imported Topsoil and Sod (2016) m² 300

B27 B22 50 mm Imported Topsoil, Seed and Mulch (2016) m² 4,000

B28 OPSS 565 SSP 53 Supply and Install Trees, 60 mm Caliber, Species per Approved Niagara Regional Listing each 10

Pavement Markings and Signs

B29 OPSS 710 SSP 30 Pavement Markings, Temporary (2016)

a) Temporary Pavement Marking m 770

b) Temporary Pavement Marking - Symbols each 3

B30 OPSS 532 SSP 31 Pavement Markings , Durable (2017)

a) Solid White - 100 mm Wide m 880

b) Solid Yellow - 100 mm Wide m 540

c) Solid White - 600 mm Wide m 120

d) Solid White - 100 mm Wide Cross Banding m 136

e) 333 Broken White - 100 mm Wide m 106

f) Symbols each 18

B31 B27

OPSS 706

OPSS MUNI

510

SSP 32 Remove, Salvage and Reinstall Signs each 3

B32 B27

OPSS 706

OPSS MUNI

SSP 32 Install new ground-mounted signs (Posts and Signs supplied by Niagara Region) each 16

Subtotal Section B

Addendum No. 1 FT 6

Contract No.:

Title:

Location:


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2016-T-114

Spec. No.





Storm Sewers

C1 C1, C2

OPSS 410

250 mm Dia. PVC DR-35 Catchbasin Leads m 60

C2 C1, C2

OPSS 410

300 mm Dia. PVC DR-35 or rigid pipe CL65-D Storm Sewers m 145

C3 C1, C2

OPSS 410


C4 C1, C2

OPSS 410

450 mm Dia. PVC DR-35 or rigid pipe CL65-D Storm Sewer m 32

C5 C1, C2

OPSS 410


C6 C1, C2

OPSS 410

300 mm Dia. HDPE Culvert m 7

C7 C1, C2

OPSS 410


C8 C1, C2

OPSS 410


C9 C1, C2

OPSS 410


C10 C1, C2

OPSS 410


C11 C4

OPSS 410

Break Into Manholes, Catchbasins,Ditch Inlets, Culverts and Sewers, and Ensure Watertight

Connection

each 3

Catchbasins and Manholes

C12 C6

OPSS 407

SSP 35 600 mm x 600 mm Catchbasin (OPSD 705.010) each 9

C13 C6

OPSS 407

SSP 35 600 mm x 1450 mm Twin Inlet Catch Basin (OPSD 705.020) each 1

C14 C6

OPSS 407

SSP 35 1200 mm Dia. Storm Manhole (OPSD 701.010) each 5

C15 C6

OPSS 407


C16 C6

OPSS 407


C17 OPSS 407 Connect Existing Storm Sewer to New Structure each 1

C18 C6

OPSS 407

SSP 35 600 mm x 600 mm Ditch Inlet (OPSD 705.030) each 2

C20 B13

OPSS 408

SSP 34 Adjust/Rebuild Existing Manholes, Catchbasins, Ditch Inlets

a) Adjustments each 2

b) Rebuild each 2

C21 B13

OPSS 408

SSP 34 Adjust Catchbasins, Valves and MHs to Finished Grade (2017) each 18

C22 B20

OPSS 511

Hand Laid Rip Rap Including Filter Cloth m² 30

Section C - Sewers and Culverts

Addendum No. 1 FT 7

Contract No.:

Title:

Location:


RN 16-14

2016-T-114

Spec. No.





Sanitary Sewers (Remove and Replace)

C22 C1

OPSS 410

SSP 36 250 mm Dia. PVC DR-35 Sanitary Sewers m 125

C23 C2

OPSS 410

SSP 36 125 mm Dia. PVC DR-28 Sanitary Laterals m 24

C24 OPSS 407 Connect Existing Sanitary Sewer to New Structure each 1

C25 C4

OPSS 410

Reconnect Existing Sanitary Lateral each 3

C26 C6

OPSS 407

SSP 35

SSP 36

1200 mm Dia. Sanitary Manhole each 1

C27 C4

OPSS 410

Break into Existing Sanitary Manhole each 1

C28 B13

OPSS 408

SSP 34 Adjust Existing Sanitary Manholes

a) Adjustments each 1

b) Rebuild each 1

C29 B13

OPSS 408

SSP 34 Adjust Sanitary Manholes to Finished Grade (2017) each 3

C30 C7 Cleanouts each 1

C31 C5

OPSS 409

SSP 37 Flushing and CCTV Inspection of Sanitary Sewer m 125

Subtotal Section D

Addendum No. 1 FT 8

Contract No.:

Title:

Location:


RN 16-14

2016-T-114

Spec. No.





D1 D1 SSP 41 150 mm PVC DR18 Watermain m 110

D2 D1 SSP 41 200 mm PVC DR18 Watermain m 40

D3 D13 SSP 42 Watermain Testing and Disinfection LS 1

D4 D2 SSP 41 150 mm Gate Valve and Box each 3

D5 D2 SSP 41 200mm Gate Valve and Box each 1

D6 SSP 41 Connect to Existing 150 mm AC Watermain each 2

D7 SSP 41 Connect to Existing 200 mm PVC Watermain each 1

D8 D4

OPSS 441

SSP 41

SSP 38

25 mm Type 'K' Soft Copper Water Service m 4

D9 D6

OPSS 441

SSP 41

SSP 39

25 mm Curb Stop and Stem each 2

D10 D7

OPSS 441

SSP 41

SSP 39

25 mm Curb Box each 2

D11 SSP 41 25 mm Main Stop each 2

D12 D10 SSP 41 Cathodic Protection of Watermains

a) Type DZP 550-12 (all services, fittings, valves and plugs) each 14

b) Type DZP 1110-24 (each hydrant assembly, multiple fittings (up to 3)) each 4

D13 D1, D3

OPSS 441

SSP 40 Relocate Existing Hydrant and Supply and Install New Secondary Valve each 2

D14 D1, D3

OPSS 441

SSP 40 Relocated Existing Hydrant and Adjust Secondary Valve each 1

D15 D1, D3

OPSS 441

SSP 40 Adjust Existing Hydrant and Secondary Valve each 2

D16 D9 SSP 43 Insulate Existing Watermain and Services (Provisional) m² 80

Subtotal Section E

Section D - Watermain

Addendum No. 1 FT 9

Contract No.:

Title:

Location:


RN 16-14

2016-T-114

Spec. No.





E1 SSP 44

SSP 45

Construction Layout (to be Approved by Skilled Trades Manager - Signals, prior to

construction)

(a) Site Layout LS 1

E2 OPSS 908

B28

Steel Handrail per OPSD 980.101 Pedestrian Barricade (Provisional) m 16

E3 SSP 44

SSP 46

Concrete Footings and Pads

(a) Type 3 - Concrete Pole Base - 2.15 m deep ea 3

i) additional hydrovac excavation (Provisional) ea 1

(b) Type 6 - Concrete Pole Base - 2.60 m deep ea 2

ii) additional hydrovac excavation (Provisional) ea 1

E4 SSP 44

SSP 47

Conduit

(a) Supply and Install 1-100 mm and 1-50 mm PVC Conduit m 85

b) Supply and Install 1-50mm PVC Conduit m 35

E5 SSP 44

SSP 48

Cable Installation (supplied by Region)

a) Install 4 conductor cable (cameras, 3 section heads) m 25

b) Install 7 conductor cable (ped heads) m 10

c) Install 25 conductor cable (traffic signals) m 65

d) Install Beldon cable - black/red (audible push buttons) m 55

e) Install RWU90 CSA 12 AWG (tracer cable) m 70

Supply and Install

f) Supply and Install #6 cable - black/white (illumination underground) m 70

g) Supply and Install #6 cable - green (ground) m 60

h) Supply and Install #8 cable - black/white (power supply) m 25

i) Supply and Install 12/2 cable (illumination riser) m 15

E6 SSP 44

SSP 49

Junction Boxes (supplied by Region)

(a) Install 330 x 600 mm junction box (signal plant) ea 9

Section E - Traffic Signals


Contract No.:

Title:

Location:


RN 16-14

2016-T-114

Spec. No.





E7 SSP 44

SSP 50

Poles (supplied by Region)

a) Install Sectional Steel Poles - Direct Buried (supplied by Region)

i) Type 6 - 7.0m (power pole) ea 1

b) Install Section steel poles - Base Mounted (Supplied by Region)

i) Type 3 - 5.4m tall (school zone flasher or stop sign flasher) ea 3

ii) Type 6 - 6.3m tall (signal pole w/o luminaire/camera) ea 1

iii) Type 6 - 10.5m tall (signal pole with luminaire/camera) ea 1

E8 SSP 44

SSP 51

Signal Mast Arms (supplied by Region)

a) Install traffic signal mast arm of appropriate length to position signal head at standard

location

i) 1.2m to 7.6m mast arm ea 2

E9 SSP 44 Appertanences (supplied by Region)

a) Install luminaire bracket / arm ea 1

E10 SSP 44

SSP 52

Grounding Rods

a) Supply and Install grounding rods including all wires necessary for connection ea 7

Subtotal Section F


Contract No.:

Title:

Location:


RN 16-14

2016-T-114

Spec. No.





F1 B23

OPSS 506

Calcium Chloride t 10

F2 B24

OPSS 506

Water for Compaction and Dust Control m³ 2,500

F4 B1 SSP54 Test Pits by Hydrovac each 10

F12 C4

OPSS 410

SSP 56 Connection of Private Drians to Storm Sewers or Structures (all sizes) m 20

F13 C4

OPSS 410

Reconnect Existing Sanitary Lateral each 3

F14 OPSS 401 SSP 55 Unshrinkable Fill m³ 25

F15 SSP 18 Removal of AC Pipes m 50

F16 C6

OPSS 407

SSP 57 Supply and Install CB Frame and Grate (OPSD 400.080) each 8

F17 SSP 58 Concrete Headwall (OPSD 804.030) LS 1

Subtotal Section G

Section F - Provisional Items


Contract No.:

Title:

Location:


RN 16-14

2016-T-114

Spec. No.





G1 SSP 59 PLACE UNDERGROUND CABLE, 002238NM, Y07924, Plan 601 Location A10-A11 m 3

SSP 59 PLACE UNDERGROUND CABLE, 002238NM, Y07924, Plan 601, Location A2 m 3


SSP 59 PLACE UNDERGROUND CABLE, 002238NM, Y07924, Plan 601, Location A26-A27 m 144












SSP 59 LINE TRANSFER LT, 002286NM, Plan Y07924, Plan 602, Location A34 m 3

SSP 59 TRANSFER 879, 002286NM, Plan Y07924, Plan 607, Location A74 m 8




SSP 59 CABLE COPPER BJMB 50 PR 24 AWG, 104402NM, Y07924, Plan 602, Location A41-A50 m 34



SSP 59 CABLE COPPER BJAB 200 PR 22 AWG, 002311NM, Y07924, Plan 608, Location A76-A79 m 2

SSP 59 CABLE COPPER BJAB 200 PR 22 AWG, 002311NM, Y07924, Plan 602, Location A12 m 186






Section G - Bell Canada Relocations


Contract No.:

Title:

Location:


RN 16-14

2016-T-114

Spec. No.








SSP 59 CABLE COPPER BJMB 300 PR 24 AWG, 955085NM, Y07924, Plan 601, Location A2 m 3









SSP 59 CABLE COPPER BJMB 600 PR 24 AWG, 104407NM, Y07924 Plan 601, Location A25 m 3

SSP 59 CABLE COPPER BJMB 600 PR 24 AWG, 104407NM, Y07924 Plan 601, Location A26-A27 m 144

SSP 59 TR DUCT > 0.76 < = 0.91 VEH ACCESS, 011625NM, Y07924, Plan 602, Location A33 m 2


SSP 59 TR DUCT > 0.76 < = 0.91 VEH ACCESS, 011625NM, Y07924, Plan 602, Location A33-A36 m 3
















Contract No.:

Title:

Location:


RN 16-14

2016-T-114

Spec. No.












SSP 59 TR ADDL NON ENCASED DUCT ANY COVER, 052283NM, Y07924, Plan 602, Location A12-

A13m 228


A36m 40


A49m 27


A31m 7


A36m 3


A54m 12


A49m 80

SSP 59 TRENCH CABLE <=.91 METERS DEPTH, 016961NM, Y07924 Plan 605, Location A12-A16 m 292








SSP 59 TRENCH CABLE <=.91 METERS DEPTH, 016961NM, Y07924 Plan 608, Location A12 m 186


SSP 59 DIR BORE DUCT > 51MM < = 102MM, 011673NM, Y07924, Plan 605, Location A57-A58 m 8




SSP 59 BUILD NEW COPPER SPLICE AER BUR BLDG SUB, 002273NM, Y07924, Plan 604,

Location A35ea 1


Location A39ea 1


Location A39ea 1


Contract No.:

Title:

Location:


RN 16-14

2016-T-114

Spec. No.






Location A39ea 1


Location A37ea 1


Location A37ea 1


Location A64ea 1


Location A64ea 1


Location A65ea 1


Location A65ea 1


Location A68ea 1


Location A68ea 1

SSP 59 OPEN EXIST(AER BUR BLDG)COPPER SPLICE, 013386NM, Y07924, Plan 606, Location

A72ea 1

SSP 59 SPLICE TERMINATE PAIRS NEW EXISTING, 002285NM, Y07924, Plan 602, Location A37 pairs 100













SSP 59 PLACE SMALL TERMINAL PET, 002259NM, Y07924, Plan 602, Location A37 pet 1


Contract No.:

Title:

Location:


RN 16-14

2016-T-114

Spec. No.





SSP 59 REMOVE BURIED CLOSURE, 011809NM, Y07924, Plan 602, Location A22 closure 1

SSP 59 PL BURIED CLOSURE, 011807NM, Y07924, Plan 602, Location A37 closure 1







SSP 59 B.S.W(S) PLCD @ .15 TO .4M COV. ANY MTHD, 889254NM, Y07924, Plan 602, Location

A37ea 9

Subtotal Section G


Contract No.:

Title:

Location:


RN 16-14

2016-T-114

Spec. No.





H1 B27

OPSS. MUNI

510

SSP 16

SSP 60

Removal of Existing 100 mm Dia. Sanitary Lateral m 10

H2 C2

OPSS 410

SSP 36

SSP 60

Supply and Install 100 mm Sanitary Lateral m 10

H3 OPSS 410 SSP 22

SSP 60

Granular 'A' Crushed Limestone t 70

H4 B8

OPSS 353

SSP 23

SSP 60

Concrete Curb and Gutter (OPSD 600.040) m 3

H5 B9

OPSS 351

SSP 25

SSP 60

Concrete Sidewalk m² 6

H6 B27

OPSS. MUNI

510

SSP 15

SSP 60

Partial Depth Asphalt Removal - Milling m² 20

H7 B27

OPSS. MUNI

510

SSP 15

SSP 60

Full Depth Asphalt Removal m² 12

H8 B14

OPSS 310

SSP 20

SSP 60

Hot Mix HL-3 HS (50 mm lift) t 3

H9 B14

OPSS 310

SSP 21

SSP 60

Hot Mix HL-8 HS (100 mm in 2 x 50 mm lifts) t 4

Subtotal Section H

Section H - Sanitary Lateral Replacement (121 Canborough St., Smithville) (Provisional)


Addendum No. 1 FT- 19

CONTRACT NO. 2016-T-114

(RN 16-14)

Reconstruction of

Regional Road 20 at South Grimsby Road 5 Intersection

from Streamside Drive to 150 m East of South Grimsby Road 5

In The Township of West Lincoln

SUMMARY OF TENDERED UNIT PRICES

SECTION "A" - General

SECTION "B" - Roadwork, Pavement Markings and

Signs

SECTION "C" - Sewers & Culverts

SECTION "D" - Watermain

SECTION "E" - Traffic Signals

SECTION "F" - Provisional Items

SECTION "G" - Bell Relocations

SECTION “H” - Sanitary Lateral Replacement

(121 Canborough St., Smithville)

TOTAL TENDER


STATEMENT “A”


(RN 16-14)

Reconstruction of




TENDERER’S EXPERIENCE IN SIMILAR WORK

UNLESS THIS LIST IS PROPERLY COMPLETED, THE TENDER MAY BE

DISQUALIFIED

YEAR

COMPLETED

DESCRIPTION OF WORK FOR WHOM

WORK

PERFORMED

VALUE


STATEMENT “B”


(RN 16-14)

Reconstruction of




(a) Harmonized Sales Tax:

The Contractor shall NOT include any amount in his tender price for the Harmonized

Sales Tax (H.S.T.). Any amount to be levied with respect to the H.S.T. will be included as

a separate item on the payment certificate. The appropriate H.S.T. levy will be paid to the

Contractor in addition to the amount approved by the Contract Administrator for work

performed under the contract and will, therefore, not affect the amount of the contract. The

Contractor will be required to make the appropriate remittance to Revenue Canada in

accordance with the legislation.

i) Total Tender Price including contingency and excluding HST ..... $

ii) Estimated Cost of Harmonized Sales Tax ..................................... $

iii) Total Contract Amount [ (i) + (ii) ] ................................................ $

iv) H.S.T. Registration Number:

Company Name Contractor’s Signature(s)

Address Contractor’s Seal

Witnesses:


STATEMENT “C”


(RN 16-14)

Reconstruction of




ACCESSIBILITY REGULATIONS FOR CONTRACTED SERVICES

CONFIRMATION FORM

If the nature of your business with the Regional Municipality of Niagara (the “Region”) creates

the opportunity that any of your staff, contractors or any others associated with you would

interact with the public on behalf of the Owner, it is necessary that the Owner ensure those

providing service on our behalf have received the Customer Service Training in order that we

retain our compliance with the requirements of the Accessibility for Ontarians with Disabilities

Act 2005.

Please sign below to ensure you are the person able to bind your company. Companies whose

employee’s role may require them to interact with the public on behalf of the Owner, shall

receive the CUSTOMER SERVICE STANDARD TRAINING of the ACCESSIBILITY FOR

ONTARIANS WITH DISABILITIES ACT 2005.

If you have any questions, please contact the Accessibility Advisory Coordinator at 905-980-

6000, ext. 3252 or email [email protected]

Please enclose this form with your bid submission.

Company Name:

Signature of Authorized Individual:

Position:


STATEMENT “D”


(RN 16-14)

Reconstruction of




LIST OF SUB-CONTRACTORS

The bidders shall list hereunder the names of all sub-contractors intended to be used in the

execution of this work subject to the approval of the Contract Administrator.

All work not performed directly by the Contractor's forces shall be included in this list. All

changes to this list must be approved by the Contract Administrator.

SUB-TRADE NAME OF SUB-CONTRACTOR ADDRESS OF SUB-

CONTRACTOR

Contract No.: - RN 16-14

2016-T-114

Title: - Reconstruction of Regional Road 20 at South

Grimsby Road 5 Intersection

Location: - Township of West Lincoln

33 - Addendum No. 1

SSP 33 REMOVE, SALVAGE AND REPLACE EXISTING STEEL BEAM GUIDE

RAIL

The contractor shall remove and salvage the railing from the existing steam beam guiderail as

shown on the contract drawings. The contractor shall review the condition of the posts with the

Contract Administrator. The contractor shall reuse the existing posts should the conditions be

acceptable to the Contractor Administrator, otherwise, new posts shall be installed as necessary.

The salvaged material shall be placed at the new location as shown on the contract drawings.

Payment at the contract price shall be full compensation for all labour, equipment and material

required to do the work.

SSP 34 ADJUSTING AND REBUILDING EXISTING MAINTENANCE HOLES

AND CATCH BASINS

Adjusting

The requirements of OPSS 408 shall apply except as modified herein.

The work to be carried out under this item shall include any structure requiring adjustment to

grade regardless of the opening diameter of type of structure.

This item includes Manholes and Catchbasins adjusted up to a maximum of 300 mm. Any

structure adjusted over the 300 mm will be paid under the Rebuild Manhole and Catchbasin item.

When adjusting from base course to surface course asphalt, the existing pavement shall be saw-

cut and removed, the frame shall be adjusted to final grade and HL-8 asphalt base placed and

compacted around the frame. The HL-8 Asphalt shall be included in the Contract unit price bid

under this item as required. No wood shims are to be used for adjusting of frames.

All work under this item shall be completed at minimum 24 hours prior to paving operations.

Rebuilding

The requirements of OPSS 408 & 1351 shall apply except as modified herein.

SD-2 – ADDENDUM NO. 1

Contract No. 2016-T-114

(RN 16-14)

Reconstruction of Regional Road 20 at South Grimsby Road 5 Intersection from



4. Bell Relocation Drawings

YO7924_601

YO7924_602_ABN

YO7924_602_PLACEMENT

YO7924_603

YO7924_604_ABN


YO7924_605_ABN


YO7924_606

YO7925_607

YO7924_608

Bell Approved Civil Structures Contractors - Peel Region- 905 West- 519 SW

R.B Somerville- Chris Dekoning [email protected] ; or Steve Fifield [email protected] 13176 Dufferin Street, King City, Ontario, Canada, L7B 1K5 tel: 905.833.3100 fax: 905.833.3111

Avertex- Rick Hyatt- 647 -929- 1305 , [email protected]

205235 County Road 109, Amaranth, Ontario, L9W 0T8

Phone: 519-942-3030, Toll Free: 888-837-3030, Fax: 519-942-2383

GUCI- Jeff Brown - 905.945.8878- [email protected] Grimsby Utility Construction Inc. 211 Roberts Road, Grimsby, Ontario, L3M 4E8

Black and Macdonald- Frank Palastina 416-298-9977 – [email protected] Suite 2100 - 2 Bloor Street East,Toronto, Ontario M4W 1A8,

Telephone (416) 920-5100, Fax (416) 922-8768

mailto:[email protected]




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2016-T-114 (RN 16-14) Addendum No. 1

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JCH Contracting Jeff Snyder 519 787 3814 office- 31534 9th Line, Fergus, ON N0B 1J0

email: [email protected]

Pacheco Contractors George Teves 519-652-5041- email: [email protected] 4192 Perkins Rd, London, ON N6L 1C2

Picard Maurice Pickard 519 372 0905- Tel: 519-637-7500 email: [email protected] 170 Thom Drive, Owen Sound, Ontario, N4K 5N7

NX Communications Canada Inc

John Molendyk, Project Manager

NX Utilities- 35 Claireville Drive, Etobicoke, On M9W 5Z7,

p. 416.644.3411, f. 416.644.3412, c. 416.677.2215




geo:0,0?q=35%20Claireville%20Drive%20Etobicoke%20On%20M9W%205Z7

tel:416.644.3411

tel:416.644.3412

tel:416.677.2215

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2016-T-114 (RN 16-14) Addendum No.1

Wiens Underground Electric Ltd.

Werner Wiens (905)682-5060 R. R. # 4, 65 Stewart Road Niagara-on-the-Lake , Ontario, L0S 1J0

[email protected]

Aecon- Tony Sinopoli, G.S.C.

20 Carlson Court, Suite 800 Toronto, ON, M9W 7K6

Office 416-297-2600 or (1-800-787-5008) Ext 3715 // Fax 416-940-2283 // Cell 416-433-5175

[email protected]

Please note that there can be other Bell approved contractors not on this list , as the list does and can change

from time to time.

For verification of a contractor not on this list, please contact Bell Canada directly . Only Bell can authorize its

contractors, this approval cannot be transferred from one company to another or assumed by any company

without proper verification from Bell Canada.

1st Example- A Bell approved hires a non Bell approved as a sub because they are busy , the sub

will not be Bell approved by default.

2nd Example- A contractor advises the Region or project driver that they are Bell approved and

have worked for Bell in the past.

This does not mean that the contractor is Bell approved for Civil, and without verification from Bell,

this contractor should not be considered Bell approved.



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2016-T-114 (RN 16-14) Addendum No.1

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AB 3F BJMB 600-24/UG

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TYPE: OTHERNAME: 401-2NUMBER: MAIN+STREET:

PLEASE REMOVE THESE12m OF CABLE RATHER THAN ABANDONING

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ISSUE DATE SIGNATURE

CLLI PLAN

WLNCON01

Joe Tomasi / (416) 215-4919N/A

WEST LINCOLN 601Y07924

ORIGINATOR / PHONE

Copyright Bell Canada

SC

R/W

REISSUE DATE

AS /

ASSOCIATE / PHONE

NETWORK#

ENGINEERING: This plan represents a Letter of Instruction.The work will be completed according to cost/requirementsestablished in BCH-Vendor contracts and conform to schedulesdetermined by the individual BCH Companies.

SC

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2016-T-114 RN 16-14 Addendum No.1

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6604

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PLACE 3 BSW (9m) HOUSES 325,339 & 349 WEST ST & CLICK TOEXISITING. ALL HAVE BELL SER-VICE

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CLLI PLAN

WLNCON01

Joe Tomasi/(416) 215-4919TOWN OF WEST LINCOLN/NIAGARA REGION


ORIGINATOR / PHONE


SC

R/W

REISSUE DATE

AS /

ASSOCIATE / PHONE

NETWORK#


603

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ABADONED CABLES/CONDUIT ONLY

AB 79m 2D/PVCD2/90

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2016-T-114 (RN 16-14) Addendum No.1

6604

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13690

SPLIT

13690

PLACE 3 BSW (9m) HOUSES 325,339 & 349 WEST ST & CLICK TOEXISITING. ALL HAVE BELL SER-VICE

ARBS 19 TO 28, PIT REQ'D TO REMOVE EXT'GDUCTS(03 & 04)ARB 3, CAP & PL LOCATE BALL ON DUCT 03 & 04ARB 31, CAP & PL LOCATE BALL ON DUCT 01ARB 33, CONNECT NEW DUCTS TO EXT'GROAD CROSSINGARB , CONNECT NEW DUCTS TO EXT'GROAD CROSSING

ARB 51, EXPOSE 4m OF EXT'G BJAB 200-22 & SWING INTO NEW PED

3

7

12

13

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25

28

29

30

31

32 33

34

36

37

40

41

49

50

51

53

54

55

56

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2m BEND 1D /PVCB/90

3m 2D /PVCD2/90

1m Y 1D /PVCD2/90

2m Y 1D /PVCD2/902m BEND 1D /PVCD2/90

11m 1D /PVCD2/90

2m BEND 1D /PVCB/90

3m 1D /PVCD2/90

4m 2D /PVCD2/90

7m 2D /PVCD2/90

40m

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57m 5D /PVCD2/90

27m 2D /PVCD2/90

80m 2D /PVCD2/90

2m BEND 1D /PVCB/906m 1D /P

VCD2/90

9m 2D /PVCD2/90

1m 2D /PVCD2/90

2m BEND 2D /PVCB/90

2m BEND 4D /PVCB/90

(06) BJMB 300-24

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401-2,301-600

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D1-20013,1201-130013,801-90013,951-97515,101-12515,251-300D7601-7700

13,1-200

D1-20013,1201-130015,201-300

13,801-117515,101-125

13,1

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YV

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603

604

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SO

UT

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RIM

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D #

5

#20 HWY

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601

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# 5


15,201-250

401-2,651-700

13,901-950

D3951-3975

13,976-1175

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BJMB 400-24/BUR

PLACEMENT OF CABLES/CONDUIT ONLY

greves

Typewritten Text

2016-T-114 (RN 16-14) Addendum No. 1

FBBBBBBBBBBBBBBBB

BB

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1L

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AJTB 100-26/BUR

AJTB 50-26/BUR

AJTB 50-26/BUR

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xx

xx

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SO

UT

H G

RIM

SB

Y R

OA

D #

5

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602

TO

SC

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greves

Typewritten Text

2016-T-114 (RN 16-14) Addendum No.1

greves

Typewritten Text

YV

YV

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YVB

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ARB 39, BREAK 4m OF EXISITINGDUCT & EXPOSE 4m OF BOTH AJMB400-24 & AJTB 400-26 CABLES & SWING UP INTO NEW TV1016 FORSPLICING

ARB 39, BREAK 4m OF EXISITINGDUCT & EXPOSE 4m OF BJAB 200-22 CABLE. SWING UP INTO NEW PRO 8 PED FOR SPLICING.

35

38

39

42

43

44

45

46

47

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JAB 200-22

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200-22

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184

F

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F

F

F

F

F

xx

xxISSUE DATE SIGNATURE

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2.0

2.10

ABANDONED FROM TOP TO BOTTOM:AB 84m 1D/PVCD2/90AB AJTB 100-26/BUR/265M(WLNCON01/401-2,301-400)100DAB 79m 2D/PVCD2/90AB BJAB 200-22/BUR/175M(WLNCON01/13,1-200)200DAB AJMB 400-24/BUR/176M(WLNCON01/13,801-1175)375D & (WLNCON01/15,101-125)25DAB AJTB 400-26/BUR/170M(WLNCON01/D1-200)200D & (WLNCON01/13,1201-1300)100D & (WLNCON01/15,201-300)100D

2.13

2.13

greves

Typewritten Text

2016-T-114 (RN 16-14) Addendum No. 1

greves

Typewritten Text

YV

YV

YV

YV

YV

YV

YV

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F

F

F

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5BM2LT 72/AER 09-01-C

5BM2LT 72/AER

09-01-C

AJTB 100-26/BUR

AJTB 100-26/BUR

BJM

B 100-24/B

UR

BJAB 200-22/BUR

AJMB 400-24/BUR

AJTB 400-26/BUR

( 2.0

0)

( 0.50)( 0.50)

( 0.50)

( 0.3

0)

1.50

1.50

1.50

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0

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13690

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ARB 39, BREAK 4m OF EXISITINGDUCT & EXPOSE 4m OF BOTH AJMB400-24 & AJTB 400-26 CABLES & SWING UP INTO NEW TV1016 FORSPLICING

ARB 39, BREAK 4m OF EXISITINGDUCT & EXPOSE 4m OF BJAB 200-22 CABLE. SWING UP INTO NEW PRO 8 PED FOR SPLICING.

35

38

39

42

43

44

45

46

47

48

2m BEND 1D /PVCD2/90

1m 1D /PVCD2/90

2m B

END 1D /P

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50m 1D

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2m B

END 1D

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(A) B

JAB 200-22

(A) B

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200-22

(B) B

JMB 400-24/B

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FR401,1-72

FR401,1-72

401-2,301-400

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401-2,301-400

13,1-200

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xx

xxISSUE DATE SIGNATURE

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80m 2D

/PVCD2/90

33

PLACEMENT OF CABLES/CONDUIT ONLY

greves

Typewritten Text

2016-T-114 (RN 16-14) Addendum No. 1

6610

GAS STATION

EXISTINGPROPERTY

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BB

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#6

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0)

( 4.6

0)

( 2.0

0)

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0)

( 3.5

0)( 3

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( 3.0

0)

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1.0

0

8.3

0

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0

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0

0.7

0

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0

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ARB 65&, EXPOSE 6m OF EXT'G BJMB200-24 & SWING UP INTO NEW PED

ARB 64, EXPOSE 4m OF EXT'G BJMB400-24 & SWING UP INTO NEW PED

16

52

57

58

59

60

61

62

63

64

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66

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(401-2,801-1000)200D

(401-2,801-1000)200D

(15,201-250)50D

(401-2,651-700)50D

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(D3951-3975)25D

(13,976-1175)200D

(15,101-125)25D

(15,201-250)50D

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xx

xx

YV

YV


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TOSOUTH GRIMSBY ROAD

#5

602

606

TO PED 1-1 20 HWY

#20 HWY

WEST ST


CONDUIT PLACED

BY X98200

337m 1D/PVCD2/90

ABANDONING CABLES/CONDUIT

greves

Typewritten Text

2016-T-114 (RN 16-14) Addendum No. 1

greves

Typewritten Text

6610

GAS STATION

EXISTINGPROPERTY

YU

YUYU

YV

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F

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A

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JF

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5BM2LT 48/AER 09-01-D

5BM2LT 48/AER 09-01-D

BJAB 200-22/BUR

BJAB 200-22/BUR

BJMB 400-24/BUR

BJMB 200-24/BUR

BJMB 200-24/BUR

AJMB 400-24/BUR

BJMB 400-24/BUR

AJMB 50-24/BUR

BJMB 50-24/BUR

BJM

B 5

0-24

/BUR


BJMB 200-24/BUR

#6

#6

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( 1.8

0)( 4.6

0)

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0)

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0)

( 1.00)

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0)

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0)

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0

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0

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0

0.3

0

0.7

0

0.7

0

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0

EA

EA

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16

52

57

58

59

60

61

62

63

64

65

66

67

143m 1D /PVCD2/90

53m 2D /HDPE/90

8m 1D /HDPE/100

10m 1D /HDPE/100

8m 1D /HDPE/100

13m 1D /HDPE/100

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45m 1D/ PVCD2

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FR100,1-48

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15,201-250

401-2,651-700

13,901-950

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13,976-1175

15,101-125

401-

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1-70

0

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401-2,801-1000

15,201-250401-2,651-70013,901-950D3951-397513,976-117515,101-125

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xx

xx

YV

YV


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ORIGINATOR / PHONE


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TOSOUTH GRIMSBY ROAD

#5

602

606

TO PED 1-1 20 HWY

#20 HWY

WEST ST


CONDUIT PLACED

BY X98200

337m 1D/PVCD2/90

PLACEMENT CABLES/CONDUIT

greves

Typewritten Text

2016-T-114 (RN 16-14) Addendum No. 1

COMM

ERCIAL

FUTURE

COMM

ERCIALSITE

FUTURE

PUMPING STATION

SANITARY

PROPOSED

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BJAB 200-22/BUR

AJMB 50-24/BUR



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BJMB 200-24/BUR

BJMB 200-24/BUR

BJMB 50-24/BUR

AB 4

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BJMB 200-24/BUR

BJMB 200-24/BUR

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AJMB 400-24/BUR

AJMB 400-24/BUR

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( 10.

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( 11.

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