INVITATION TO TENDER “ITT” PS20170789 · wp114. 5459616.67. 489495.74. 9+132m. workpoint...

$: INVITATION TO TENDER “ITT” PS20170789 · wp114. 5459616.67. 489495.74. 9+132m. workpoint schedule. notes: 1. stationing \⠀䌀䠀䄀䤀一䄀䜀䔀尩 and locations along seawall$
FINANCE RISK AND SUPPLY CHAIN MANAGEMENTSUPPLY CHAIN MANAGEMENT

Page 1 of 1 City of Vancouver Finance, Risk and Supply Chain Management - Supply Chain Management 453 West 12th Avenue Vancouver, British Columbia V5Y 1V4 Canada tel: 604.873.7263 fax: 604.873.7057 website: vancouver.ca

INVITATION TO TENDER “ITT” PS20170789

STANLEY PARK SEAWALL REPAIRS: PHASE 1

ADDENDUM NO. 1

May 1, 2017

1. REVISED DRAWINGS

The Drawings are hereby amended as follows: Delete from the Drawings the previous revisions of the following drawings and replace with the new revisions attached hereto:

Sheet No.

Sheet Title Previous Revision

New Revision

C-300 PARTIAL PLAN CH 8+950 TO CH 9+300 BB CC

C-301 REPAIR SUMMARY TABLE & PHOTOGRAPHS CH 8+950 TO CH 9+300 SHT 1 OF 2 BB CC

All other conditions and specifications remain unchanged.

This addendum must be completed and attached to the Tenderer’s Tender.

If the Tenderer has already submitted its Tender, this addendum shall be submitted to the Supply Chain Management Office, City of Vancouver, 453 West 12th Avenue, Vancouver, British Columbia, Canada, V5Y 1V4, (courier delivery and drop off is at the drop box at the Supply Chain Management Office on the 4th Floor of the same address), prior to the Closing Time: 3:00 p.m. Vancouver Time, Thursday, May 25, 2017 in an envelope clearly marked “Addendum No. 1 to ITT No. PS20170789: Stanley Park Seawall Repairs: Phase 1.”

NAME OF VENDOR

________________________________________

SIGNATURE OF AUTHORIZED SIGNATORY

DATE

N

STA

NLE

Y P

AR

KS

EA

WA

LL R

EP

AIR

S

A

B

C

D

A

B

C

D

21 3 4 5

21 3 4 5

C-300

PA

RTI

AL

PLA

N C

H 8

+95

0 TO

CH

9+

300

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8+950

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9+000

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9+050

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9+100

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9+150

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9+200

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9+250

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9+300

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9+350

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2

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C-301

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4

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C-301

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3

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C-301

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6

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C-302

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7

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C-302

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9

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C-302

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WP107

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WP108

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WP109

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WP110

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WP111

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WP112

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WP114

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8

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C-302

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WP113

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ALTERNATE SCOPE FOR WORK POINTS REFER TO DWG. S-107

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SEAWALL PROJECT CONTROL LINE

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TEMPORARY TRUCK PATHWAY (PROJECT EXISTING PATHWAY AND TURF AREA AND RESTORE UPON PROJECT COMPLETION)

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WHEELCHAIR AND STROLLER ACCESSIBLE TEMPORARY PATHWAY (RESTORE TURF UPON PROJECT COMPLETION)

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1

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C-301

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5

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C-302

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Dwn by:

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Designed by:

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Reviewed by:

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Date:

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Rev.

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Ckd by:

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Submitted by:

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Drawing Scale:

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MOFFATT & NICHOL

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M&N Project No.

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Drawing code:

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Description

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Date

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Appr.

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Mark

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Sheet Reference No.

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SEAL

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777 WEST BROADWAY, SUITE 301 VANCOUVER, BC, CANADA, V5Z 4J7 604-707-9004

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File: P:\9403 VC16 Stanley Park Seawall Repairs\CADD\_Active\_SheetSet\PHASE 1 - APR 13 2017\940300C-300-C-330; Plotted: 5/1/2017 1:41 PM by LU, LINDA; Saved: 5/1/2017 1:40 PM by LLUP:\9403 VC16 Stanley Park Seawall Repairs\CADD\_Active\_SheetSet\PHASE 1 - APR 13 2017\940300C-300-C-330; Plotted: 5/1/2017 1:41 PM by LU, LINDA; Saved: 5/1/2017 1:40 PM by LLU; Plotted: 5/1/2017 1:41 PM by LU, LINDA; Saved: 5/1/2017 1:40 PM by LLU5/1/2017 1:41 PM by LU, LINDA; Saved: 5/1/2017 1:40 PM by LLU by LU, LINDA; Saved: 5/1/2017 1:40 PM by LLULU, LINDA; Saved: 5/1/2017 1:40 PM by LLU; Saved: 5/1/2017 1:40 PM by LLU5/1/2017 1:40 PM by LLU by LLULLU

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INDEX:

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OF

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PRELIMINARY NOT TO BE USED FOR CONSTRUCTION

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9403

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NOTED

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VD

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LL

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BG

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PH

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2016-06-24

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CC

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CC

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TEMPORARY PATHWAYS ADDED

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BB

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ISSUED FOR TENDER

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AA

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ISSUED FOR REVIEW

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2017.04.10

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2017.04.17

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2017.05.01

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PH

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PH

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PH

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12

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0m

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12

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24

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SCALE: 1 : 600

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PLAN CH 8+950 TO CH 9+300

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SCALE: 1:600

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BEACH AVE

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BEACH AVE

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BEACH AVE

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ENGLISH BAY

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WORKPOINT

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NORTHING

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EASTING

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CHAIN

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WP107

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5459704.99

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489370.92

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8+968m

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WP108

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5459667.75

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489409.69

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9+023m

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WP109

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5459654.46

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489421.03

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9+040m

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WP110

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5459645.50

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489433.11

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9+054m

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WP111

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5459646.54

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489455.89

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9+079m

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WP112

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5459633.22

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489480.66

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9+111m

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WP113

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5459621.94

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489490.86

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9+125m

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WP114

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5459616.67

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489495.74

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9+132m

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WORKPOINT SCHEDULE

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NOTES: 1.STATIONING (CHAINAGE) AND LOCATIONS ALONG SEAWALL PROJECT STATIONING (CHAINAGE) AND LOCATIONS ALONG SEAWALL PROJECT CONTROL LINE IS APPROXIMATE. 2.CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND REPAIR CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND REPAIR LOCATIONS PRIOR TO START OF CONSTRUCTION, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 3.CONTRACTOR SHALL MARK ALL REPAIR LOCATIONS AND CONFIRM WITH CONTRACTOR SHALL MARK ALL REPAIR LOCATIONS AND CONFIRM WITH ENGINEER PRIOR TO START OF CONSTRUCTION. 4.FOR SUMMARY OF DAMAGE TYPES/AREAS AND REPAIR PROCEDURES FOR SUMMARY OF DAMAGE TYPES/AREAS AND REPAIR PROCEDURES TO BE APPLIED SEE DWG. C-301 AND C-302. C-301 AND C-302. AND C-302. C-302. . 5.THE CONTRACTOR SHALL DEVELOP A TRAFFIC MANAGEMENT PLAN THE CONTRACTOR SHALL DEVELOP A TRAFFIC MANAGEMENT PLAN AND PROVIDE IT FOR APPROVAL TO THE CITY. 6.THE CONTRACTOR SHALL PROVIDE ALL FENCING, JERSEY BARRIERS, THE CONTRACTOR SHALL PROVIDE ALL FENCING, JERSEY BARRIERS, PRIVACY SCREENS, TRAFFIC RE-ROUTING, FLAGGERS, TEMPORARY ROADS AND ALL OTHERPEDESTRIAN, CYCLIST, AND VEHICLE DIVERSION AND CONTROL MEASURES REQUIRED FOR THE DURATION OF THE WORK.

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LEGEND: FOUNDATION UNDERMINING MORTAR LOSS, CAVITIES AND/OR STONE LOSS BULGE IN WALL STAIRWAY REPAIR SIDEWALK REPAIR UNDERMINING + BULGE CONCRETE REPAIR EXISTING CYCLING PATH EXISTING PEDESTRIAN PATH TEMPORARY PEDESTRIAN PATH TEMPORARY TRUCK PATH

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CHILCO ST

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7.THE CONTRACTOR SHALL PROVIDE ALL SIGNS REQUIRED FOR THE CONTRACTOR SHALL PROVIDE ALL SIGNS REQUIRED FOR PEDESTRIAN, CYCLIST OR VEHICLE TRAFFIC CONTROL OR FOR SITE SECURITY FOR THE DURATION OF THE WORK. 8.THE CONTRACTOR SHALL PROVIDE TEMPORARY PATHWAYS FOR THE CONTRACTOR SHALL PROVIDE TEMPORARY PATHWAYS FOR PEDESTRIAN AND CYCLISTS WHERE DETOURS ARE NECESSARY. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED FOR TRAFFIC MANAGEMENT DURING THE WORK TO THEIR ORIGINAL CONDITION PRIOR TO COMMENCEMENT OF THE WORK.

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BEACH AVE

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MORTON AVE

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GILFORD ST

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CC

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CC

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CC

STA

NLE

Y P

AR

KS

EA

WA

LL R

EP

AIR

S

A

B

C

D

A

B

C

D

21 3 4 5

21 3 4 5

C-301

RE

PA

IR S

UM

MA

RY

TA

BLE

&P

HO

TOG

RA

PH

S C

H 8

+95

0 TO

CH

9+

300

SH

T 1 O

F 2

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Dwn by:

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Designed by:

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Reviewed by:

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Date:

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Rev.

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Ckd by:

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Submitted by:

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Drawing Scale:

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MOFFATT & NICHOL

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M&N Project No.

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Drawing code:

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Description

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Date

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Appr.

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Mark

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Sheet Reference No.

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SEAL

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777 WEST BROADWAY, SUITE 301 VANCOUVER, BC, CANADA, V5Z 4J7 604-707-9004

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File: P:\9403 VC16 Stanley Park Seawall Repairs\CADD\_Active\_SheetSet\PHASE 1 - APR 13 2017\940300C-301; Plotted: 4/27/2017 11:42 AM by LU, LINDA; Saved: 4/27/2017 11:36 AM by LLUP:\9403 VC16 Stanley Park Seawall Repairs\CADD\_Active\_SheetSet\PHASE 1 - APR 13 2017\940300C-301; Plotted: 4/27/2017 11:42 AM by LU, LINDA; Saved: 4/27/2017 11:36 AM by LLU; Plotted: 4/27/2017 11:42 AM by LU, LINDA; Saved: 4/27/2017 11:36 AM by LLU4/27/2017 11:42 AM by LU, LINDA; Saved: 4/27/2017 11:36 AM by LLU by LU, LINDA; Saved: 4/27/2017 11:36 AM by LLULU, LINDA; Saved: 4/27/2017 11:36 AM by LLU; Saved: 4/27/2017 11:36 AM by LLU4/27/2017 11:36 AM by LLU by LLULLU

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INDEX:

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OF

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PRELIMINARY NOT TO BE USED FOR CONSTRUCTION

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9403

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NOTED

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VD

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LL

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BG

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PH

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2016-06-28

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CC

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CC

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UPDATE CHAINAGE

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BB

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ISSUED FOR TENDER

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AA

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ISSUED FOR REVIEW

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2017.04.10

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2017.04.17

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2017.04.27

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PH

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PH

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PH

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LOCATION

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SECTION

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DESCRIPTION OF DAMAGE

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1

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3

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4

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5

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VERTICAL GRANITE

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9+132m

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VERTICAL GRANITE

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9+120m TO 9+125m

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VERTICAL GRANITE

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9+115m TO 9+120m

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VERTICAL GRANITE

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9+111m TO 9+115m

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VERTICAL GRANITE

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9+079m TO 9+088m

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CONCRETE WALL

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9+045m TO 9+054m

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CONCRETE WALL

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9+040m TO 9+043m

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CONCRETE WALL

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9+022m TO 9+023m

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UNDERMINING

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VERTICAL GRANITE RETAINING WALL

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8+968m

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* PATCHING WITH A CEMENT BASED REPAIR PRODUCT

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* PATCHING WITH A CEMENT BASED REPAIR PRODUCT

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CAVITIES 30% MORTAR LOSS

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CAVITIES AT FOOTING OF WALL 10% MORTAR LOSS

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STONE LOSS FROM STAIRWAY

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* INSTALL NEW GRANITE STONE

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* REPOINT MORTAR

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2

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CRACKING OF CONCRETE ALONG LENGTH OF WALL

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UNDERMINING

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CAVITIES 40% MORTAR LOSS

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6

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7

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8

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9

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CRACKING OF CONCRETE ALONG LENGTH OF WALL

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CAVITIES AT FOOTING

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1

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C-300

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8+968m - TYPICAL UNDERMINING

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2

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C-300

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9+022m TO 9+023m - TYPICAL CAVITIES

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3

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C-300

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9+040m TO 9+043 - TYPICAL CRACKING

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4

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C-300

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9+045m TO 9+054 - TYPICAL CRACKING

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PHOTOGRAPH REFERENCE NO.

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REPAIR SUMMARY TABLE

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* COMPACT GRAVEL INTO CAVITY AND GROUT

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* INSTALL RIPRAP EROSION PROTECTION AT TOE OF WALL

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* REMOVE EXISTING CONCRETE TOE BEAM

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REPAIR PROCEDURES

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* INSTALL RIPRAP EROSION PROTECTION AT TOE OF WALL

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DWG REF

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LOCATION

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SECTION

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* RECONSTRUCTION OF WALL

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9+012m TO 9+188m

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PHOTOGRAPH REFERENCE NO.

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ALTERNATIVE SCOPE

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REPAIR PROCEDURE

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DWG REF

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1-8

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CONCRETE WALL

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S-107

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S-108

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S-109

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* REMOVE OLD MORTAR IF REQUIRED * CLEAN EXPOSED SURFACES * FILL CAVITIES WITH PRESSURE GROUT * REPAIR / REPOINT MORTAR

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* COMPACT GRAVEL INTO CAVITY AND GROUT

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* CLEAN EXPOSED SURFACES

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-

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1. FOR GENERAL NOTES AND DESIGN CRITERIA SEE DWG. GN-200 & GN-201. 2. REFER TO CONTRACT SPECIFICATION SECTION AND DRAWINGSHEETS INDICATED SHEETS INDICATED FOR REPAIR INFORMATION AND DETAILS. 3. STATIONING (CHAINAGE) AND LOCATIONS ALONG SEAWALL PROJECT CONTROL LINE IS APPROXIMATE, ALLOW 2 METERS EITHER SIDE OF START AND FINISH LOCATIONS SHOWN FOR ACTUAL RANGE OF REPAIRS. 4. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS AND REPAIR LOCATIONS PRIOR TO START OF CONSTRUCTION, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 5. CONTRACTOR SHALL MARK ALL REPAIR LOCATIONS AND CONFIRM WITH ENGINEER PRIOR TO THE START OF CONSTRUCTION.

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%%UNOTES:

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AT FOOTING

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OF CONCRETE

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OF CONCRETE

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*GEN. NOTE 13 & 14/GN-201 GN-201 *TECHNICAL SPEC. 03 60 00 *TECHNICAL SPEC. 04 41 00

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-

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-

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*DET. 1/S-105 S-105 *TECHNICAL SPEC. 03 60 00 *TECHNICAL SPEC. 31 23 10 *TECHNICAL SPEC. 31 37 00

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*DET. 1/S-105 S-105 *TECHNICAL SPEC. 03 60 00 *TECHNICAL SPEC. 31 23 10 *TECHNICAL SPEC. 31 37 00

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* FILL CAVITIES RECONSTRUCT MASONRY WALL SECTION

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CC

INVITATION TO TENDER “ITT” PS20170789 · wp114. 5459616.67. 489495.74. 9+132m. workpoint...

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Transcript of INVITATION TO TENDER “ITT” PS20170789 · wp114. 5459616.67. 489495.74. 9+132m. workpoint...