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Public Works and Government Services Canada

Remplacement de couverture - Phase 2

Request for Proposal (RFP)
Estimated value
Not disclosed
Deadline
May 31, 2017
Published
May 5, 2017
Type
Construction
Explore similarBuilding and Facility Construction and Maintenance ServicesQuebec

Full description

Trade Agreement: Agreement on Internal Trade (AIT)
Tendering Procedures: All interested suppliers may submit a bid
Competitive Procurement Strategy: Lowest/Lower Bid
Comprehensive Land Claim Agreement: No
Nature of Requirements:

Roof Replacement - Phase 2

EZ899-180090/A
Yi (PWY), Patty
Telephone No. - (778) 919-2578 ( )
Fax No. - (604) 775-7526 ( )
Title:
Roof Replacements - Phase 2

Location:
Fort Rodd Hill National Historic Site, 603 Fort Rodd Hill Road,
Victoria, BC

******There will be a site visit on 24 May 2017 at 10:00am local
time.*****

Work Description:
1. The work of the Contract comprises of the roof replacement of
targeted buildings, localized gutter replacements and localized
repainting at the Fort Rodd Hill National Historic Site, Victoria, BC
2. Weather sensitive work at the Administration Building (Building #1)
is to be prioritized and completed first, prior to mobilizing to other
roof areas included under this Contract.
3. Work to be performed under this Contract includes the following
items coveredfurther in the Contract documents:
.1 Temporary hoarding: All work areas (individual buildings) are to be
protected with hoarding. Temporary hoarding around individual buildings

is required to be a minimum height of 1800mm (6 feet). Contractor’s
hoarding is to be erected in a manner to maintain access to all
buildings.
.1 No more than 1 building is to be enclosed in temporary hoarding
and/or weather protection at one time. Refer to section 1.3 -
Contractor’s Use of Site and Work Restrictions.
.2 Temporary facilities: Contractor is to provide site office, site
storage of material, temporary toilets.
.3 Review of testing reports provided withthe Contract documents.
Based on the findings of the testing reports; Contractor todetermine
if hazardous materials abatement is required.
.4 Documentation of existing conditions of roof assemblies at each
stage of work. Contractor to verify if existing roofing felt is
installed below existing roofing materials.
.5 Maintainingthe existing configuration of insulation and
ventilation at each roof assembly. Insulation and ventilation are not
to be altered except where noted.
.6 Full removal of existing coatings and repainting of fascia boards
and roof trim boards at buildings #1, and #7, as indicated below.
Refer to detail drawings.
.7 Replacing typical roofing materials and associated accessories in
kind. Colours of new roofing materials and associated accessories are
to match the existing colours. Referto individual items below for a
description of work for individual buildings.
.8 Sloped roof and low-slope membrane roof replacement of the Ad
ministration Building (Building #1)
.1 Removal of existing asphalt shingles on sloped roof to expose
existing 1x8 wood solid sheathing
.2 Installation of new asphalt shingles
.3 Installation of prefinished metal flashings where indicated in
construction details
.4 Repainting of all wood elements at Administration Building (Building

#1).
.5 Replacement of all existing gutters and rainwater leaders at
Administration Building (Building #1)
.6 Repair of all existing hopper boxes at the Administration Building
(Building #1)
.7 Chimney Reconstruction (Building #1)
.1 Removal of existing stucco cladding at chimneys above the plane of
the sloped roofing at chimneys identified on sheet BE1.1 - Building
Roof Plans.
.2 Removal of existing brick masonry chimneys above the plane of the
sloped roofing at chimneys identified on sheet BE1.1 - Building Roof
Plans. Pricing to allow for replacement of the existing brick and
mortar above the plane of the sloped roofs. New brick and mortar are
to match existing brick and mortar at chimneys.
.3 Installation of new stucco cladding at chimneys. Colour and
texture of new stucco to match existing. Provide sample boards of
stucco colour and texture as identified in 01 33 00 - Submittal
Procedures.
.4 Installations of smooth cementitious parging band at top of chimney

and replace with new cementitious parting to match existing. Paint new

parting to match stucco colour.
.5 Configuration of rebuilt chimneys are to match existing
configuration. Document existing chimneys with detailed photographs
and drawings priorto demolition work.
9. Low-slope membrane replacement at the Administration Building
(Building #1)
.1 Removal of existing metal skirt flashings, woodcapping and
sheathing at upstand walls at parapets of low-slope membrane roof areas

and bay window roofs.
.2 Localized removal of existing stucco at low-slope membrane roof
interface to exterior walls.
.3 Localized removal of 50mm (2?)strip of stucco above plane of
existing drainage slot at exterior side of parapets (typical of 3
parapets at low-slope membrane roof areas).
.4 Removal and disposal of existing low-slope roof membrane,
accessories and sheathing at the Administration Building (Building #1)
low slope membrane areas.
.5 Repair of wood framing at upstand walls at perimeter of low-slope
membrane roofs. New framing is to frame-in existing drainage slots at
base of parapets. Pricing to allow for 25% replacement of deteriorated

stud framing (assumed 400mm/16? on center) at perimeter upstand walls.
Size and specifics of new wood framing is to match existing.
.6 Installation of new plywood sheathing at parapets at perimeter of
low-slope membrane roof areas, and at base of wall at the low-slope
membrane roof to wall interfaces. Size and specificsof new plywood is

to to match existing.
.7 Installation of new asphaltic overlay board fastened to new plywood

sheathing at perimeter upstand walls, and low-slope membrane roof to
wall interfaces. Height of new asphaltic overlay board isto match new
plywood sheathing.
.8 Installation of new PT sloped wood copping at top of upstand walls
(minimum 1 in 6 slope). Sloped coping is to drain towards los-slope
membrane roof surface.
.9 Installation of new plywood roof sheathing, sloped plywood crickets

and asphaltic overlay board at low-slope membrane roof areas. Locally
rabbet plywood sheathing at drain locations to accommodate thickness of

drain flanges.
.10 Preparation of substrate in accordance with SBS membrane
manufacturer recommendations andtechnical specifications.
.11 Installation of new 2-ply SBS membrane roof assembly. Includes,
but is not limited to: SBS base sheet, SBS base sheet stripping, SBS
cap sheet, SBS cap sheet stripping and associated accessories
identified in 07 5216. Cap sheet colour to match existing brown
roofing.
.12 Installation of new drains and overflowscuppers where indicated
on sheet BE1.1 - Building Roof Plans
.13 Installation of new high-temperature self-adhesive membrane on PT
sloped wood coping. New high temperature self-adhesive membrane on PT
sloped wood coping at perimeter upstand wall is to extend onto new SBS
membrane cap sheet stripping ply in shingle lap application
.14 Installation of newprefinished metal skirt flashingsand cap
flashings at perimeter parapets. Colour to match existing red painted
wood.
.15 Installation of new prefinished metal skirt flashings complete
with sealant joint at base of stucco walls at low-slope membrane roof
to wall interfaces. Colour to match existing red flashing.
.16 Installation of sloped metal flashing over-clad over existing
prefinished metal flashing at exterior side of parapet. Install
shimming as required to facilitate sloping to gutters. Color to match
existing red flashing.
.17 Installation of new prefinished metal skirt flashing complete with
sealant joint at exterior side of parapets at transition between
existing stucco and prefinished metal flashing at old drainage slot
locations. Colour to matchexisting red flashing.
.10 Sloped roof staining of Canteen Veranda (Building #6)
.1 Installation of semi-transparent stain at previously installed
shingles.
.11 Sloped roof replacement of Casemate Barracks Veranda (Building #7
.1 Removal of existing cedar shingles on sloped roof to expose existing

1x6 wood solid sheathing
.2 Installation of new cedar shingles. New sings are to match size and
exposure of existing cedar sings.
.3 Installation of prefinished metal flashing where indicated in
construction details.
.12 Sloped roof staining of (Building #12)
.1 Installation of semi-transparent stain at previously installed cedar

shingles.
.13 Sloped roof staining of (Building #13)
.1 Installation of semi-transparent stain at previously installed cedar

shingles.

.14 Sloped roof staining of (Building #14)
.1 Installation of semi-transparent stain at previously installed cedar

shingles.

.15 Installation of new steel stairs.
.1 Removal and Disposal of existing wood stairs where indicated on
BE1.0 Aerial Site Plan.
.2 Preparation of shop drawings as outlined in 01 33 00 - Submittal
Procedures.
.3 Installation of new hot dip galvanized steel stair and concrete pad
landings where indicated on BE1.0 - Aerial Site Plan. Refer to 05 50 00

  • Metal Fabrications. Includes non-slip steel landing and treads

complete with checker plate nosing and rake.
.4 Installation of new sod around concrete pad at stair landings as
required to make good landscaping.

Site Visit:

Contractors are strongly recommended to visit the site prior to
submitting a tender for this work and to make inquiries or
investigations necessary to become thoroughly acquainted with the site
as well as the nature and extent of the work.

There will be a site visit on 16 May 2017 and 24 May 2017 at 10:00am
local time.

Interested bidders are to meet at the Visitor Centre adjacent to the
Parking Lot at Fort Rodd Hill National Historic Site, 603 Fort Rodd
Hill Road, Victoria, BCV9C 2W8.

Completion Date:
Commence work immediately upon notification of acceptance of offer and
complete the work within 14 weeks of award.

Inquiries:
Patty Yi, Supply Specialist
Tel: (778) 919-2578
Fax: (604) 775-6633
Email: p•••••••@•••••.••.ca

Value of Project:
To assist with bonding and insurance requirements, this project is
estimated to cost between $575,000.00 to $625,000.00.

Firms intending to submit bids on this project should obtain tender(solicitation) documents through Buyandsell.gc.ca/tenders. Addenda, wh
en issued will be available from Buyandsell.gc.ca/tenders. Firms that
elect to base their bids on tender (solicitation) documents obtained
from other sources do so at their own risk and will be solely
responsible to inform the tender calling authority of their intention
to bid.

This procurement office provides procurement services to the public in
English.

Delivery Date: Above-mentioned

The Crown retains the right to negotiate with suppliers on any procurement.

Documents may be submitted in either official language of Canada.

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Basic information

Reference
PW-_PWY-026-8052
Solicitation no.
EZ899-180090/A
Buyer
Public Works and Government Services Canada
Notice type
Request for Proposal
Method
Competitive - Open bidding
Procurement category
*CNST
Trade agreements
*Agreement on Internal Trade (AIT)
Estimated value
Not disclosed
Source
canadabuys

Classification & terms

GSIN
*5153A — *Roofing, Siding and Sheet Metal Installation Services
UNSPSC
UNSPSC 72000000 — Building and Facility Construction and Maintenance Services

Delivery & regions

Province
Quebec
Regions of delivery
*British Columbia

Key dates

Published
May 5, 2017
Closes
May 31, 2017
Amendment no.
002

Contact

End-user
Public Works and Government Services Canada
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Award history

3 past awards in this classification and 5 likely incumbents from this buyer. Pro shows who won and for how much.

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