SOLICITATION AMENDMENT MODIFICATION

1
1
RETURN BIDS TO:
RETOURNER LES SOUMISSIONS À:
Title - Sujet
Bid Receiving Public Works and Government
Services Canada\Réception des
soumissions\Travaux publics et Services
gouvernementaux Canada
The Cambridge Building
3 Queen Street/3, rue Queen
Charlottetown
Prince Edward Island
C1A 4A2
Solicitation No. - N° de l'invitation
Amendment No. - N° modif.
ED001-162147/A
002
Client Reference No. - N° de référence du client
Date
R.075695.001
2016-01-28
SOLICITATION AMENDMENT
MODIFICATION DE L'INVITATION
The referenced document is hereby revised; unless otherwise
indicated, all other terms and conditions of the Solicitation
remain the same.
Lab Renovation - Charlottetown, PEI
GETS Reference No. - N° de référence de SEAG
PW-$PWC-021-3789
File No. - N° de dossier
CCC No./N° CCC - FMS No./N° VME
PWC-5-38186 (021)
Solicitation Closes - L'invitation prend fin
at - à 02:00 PM
on - le 2016-02-03
F.O.B. - F.A.B.
Plant-Usine:
Destination:
Atlantic Standard Time
AST
Other-Autre:
Address Enquiries to: - Adresser toutes questions à:
Buyer Id - Id de l'acheteur
pwc021
Donovan, Janine E.
Ce document est par la présente révisé; sauf indication contraire,
les modalités de l'invitation demeurent les mêmes.
Time Zone
Fuseau horaire
Telephone No. - N° de téléphone
FAX No. - N° de FAX
(506) 636-5347 (
(506) 636-4376
)
Destination - of Goods, Services, and Construction:
Destination - des biens, services et construction:
Comments - Commentaires
All enquiries are to be submitted in writing to the
Contracting Officer, Janine Donovan: Email [email protected] or Fax No. (902)
566-7514.
Vendor/Firm Name and Address
Raison sociale et adresse du
fournisseur/de l'entrepreneur
Instructions: See Herein
Instructions: Voir aux présentes
Delivery Required - Livraison exigée
Delivery Offered - Livraison proposée
Vendor/Firm Name and Address
Raison sociale et adresse du fournisseur/de l'entrepreneur
Issuing Office - Bureau de distribution
Public Works and Government Services Canada
The Cambridge Building
3 Queen Street/3 rue, Queen
PO Box 1268/CP 1268
Charlottetown
Prince Ed
C1A 4A2
Telephone No. - N° de téléphone
Facsimile No. - N° de télécopieur
Name and title of person authorized to sign on behalf of Vendor/Firm
(type or print)
Nom et titre de la personne autorisée à signer au nom du fournisseur/
de l'entrepreneur (taper ou écrire en caractères d'imprimerie)
Signature
Page 1 of - de 1
Date
Solicitation No. - N° de l'invitation
Amd. No. - N° de la modif.
Buyer ID - Id de l'acheteur
ED001-162147/A
002
pwc021
Client Ref. No. - N° de réf. du client
File No. - N° du dossier
CCC No./N° CCC - FMS No./N° VME
R.075695.001
PWC-5-38186
________________________________________________________________________________________________________________________________)
Cette modification à l’invitation numéro deux (2) est soumise pour inclure l’addenda numéro 2 suivant.
La modification qui suie apportée aux documents de soumission entre en vigueur dès maintenant.
L’addenda fera partie des documents de contrat.
Toutes autres conditions ne changent pas.
Addenda 2.
QUESTION AND ANSWER QUESTIONS AND CLARIFICATIONS:
Clarification # 1
Please advise how many lineal feet of the rooftop safety railing are required for this job.
Answer: The Roof Safety Railing layout is shown on 1/A2.8 and details on 3/A2.8 – See Architectural Drawing A2.8:
Roof Plans – Building “A” and Building “B”.
Clarification # 2
.1
Drawing A5.2 - Elevation D 7/A5.2: The elevation drawn is a duplicate of Elevation C 6/A5.2, which does not
match the floor plan layout. Can the correct elevation be provided?
Answer: Yes. Corrected elevation “D” for detail 7/A5.2 is attached as detail A501 herewith.
.2
Drawing A5.2 - Elevation B 8/5.2: Elevation indicates island width to be 1525, floor plan indicates 1575. Which is
correct?
Answer: Elevation drawing is correct - island width should be 1525 mm.
.3
Drawing A5.2: Elevation A 7/5.2 - Indicates both north and south elevations to have a countertop depth of 815.
Elevation C - indicates the north elevation to have a 762 countertop depth. Please verify which is correct for the
north elevation?
Answer: Countertop depth should be 815mm.
Clarification # 3
Section 12 35 53.13 Item 1.2 says all gas, air and vacuum cocks, faucets, tail pieces, strainers, traps, electrical outlets,
non-integral sinks and drains are to be supplied and installed by this section. Section 22 42 00 Item 1.2.1.1 indicates the
supply and installation of plumbing fixtures and trim to be provided by mechanical. The Fixture Schedule noted in
mechanical drawings M-1, M-2 and M-4 also indicate that sinks and mechanical fixtures are supplied and installed by this
contractor (assume mechanical). Please confirm who is to provide this scope of work?
Answer: Section 22 42 00 will supply and install these items. We will clarify the sentence in Section 12 35 53.13 to
reference Section 22 42 00, by this addendum.
Clarification # 4
Section 22 42 00, Item 2.2 Fixtures, specifies Orion manufactured polyethylene sinks. Section 12 35 53.13 Item 2.19.4
specifies epoxy sinks. Please confirm epoxy sinks or polyethylene sinks??
Answer: Integral sinks to be epoxy sinks.
Solicitation No. - N° de l'invitation
Amd. No. - N° de la modif.
Buyer ID - Id de l'acheteur
ED001-162147/A
002
pwc021
Client Ref. No. - N° de réf. du client
File No. - N° du dossier
CCC No./N° CCC - FMS No./N° VME
R.075695.001
PWC-5-38186
________________________________________________________________________________________________________________________________)
Clarification # 5
Section 12 35 53.13, Item 2.14.1.3 specifies pegboard size to be 36” x 30”. All of the elevation drawings indicate the
pegboards to be 36” x 36”. Please confirm pegboard size?
Answer: Pegboard size should be 915 mm x 915 mm. We will revise the specification clause by this addendum.
Clarification # 6
.1
Which section are the fume hoods to be supplied under?? Section 11 53 00 or 23 38 16?
Answer: Fume hoods are supplied and installed by Section 23 38 16.
.2
Section 11 53 00 Item 2.1.1 says: "The following laboratory equipment is to be purchased, installed and
connected to new services as part of the work of this contract."
Does this mean all items noted in this section are to be provided under Section 11 53 00? This obviously would
include the fume hoods, acid and chemical storage cabinets etc., meaning Section 23 38 16 is for reference only
for specification purposes, not that the fume hoods are to be provided by mechanical contractor under this scope
of work?
Answer: Section 11 53 00 outlines all of the laboratory equipment for this Contract that the General Contractor is
ultimately responsible for. As new lab equipment purchased and installed under this contract, the fume hoods,
acid storage cabinets, chemical storage cabinets and bio-safety cabinet are listed in Section 11 53 00, Paragraph
2.1 – New Laboratory Equipment with references to the mechanical sections under which they are specified.
Clarification # 7
Similar to clarification #2, should all of the electrical fixtures etc. be supplied under Section 26 27 26 (electrical
contractors)?
Answer: That is correct. Exception is fume hood electrical components (eg. lights, outlets, etc.) which are by Section 23
38 16.
Clarification # 8
Will you accept Daybar Steel Doors & Frames ( www.daybar.com ) as an approved equal.
Answer: Yes, Daybar Steel Doors & Frames are acceptable and is added to the specification section by this addendum.
Clarification # 9
Openings 114, 116, 118 and X118 are Type B-B and the Type B elevation has a half lite. There will be no room for a lite
cut out in the inactive door. Should the inactive door be a Type D door.
Answer: The narrow inactive leaf will be changed from type “B” to a type “A” door elevation for doors noted above.
Clarification # 10
Opening 118A on the floor plan has a wall type 4 (150 concrete block) but the door schedule has it as a type I frame
which is steel stud. What is required?
Answer: Partition is Type 4 (150 conc. block). The HM door frame should be type 3 similar for new concrete block.
Solicitation No. - N° de l'invitation
Amd. No. - N° de la modif.
Buyer ID - Id de l'acheteur
ED001-162147/A
002
pwc021
Client Ref. No. - N° de réf. du client
File No. - N° du dossier
CCC No./N° CCC - FMS No./N° VME
R.075695.001
PWC-5-38186
________________________________________________________________________________________________________________________________)
Clarification # 11
There is a key cabinet mentioned in Section 08 71 00 Part 2.1.11.1 & 3.2.5 but there is no spec on it ( model # and size ).
What is required?
Answer: A key cabinet is not required and will be deleted by this addendum.
Clarification # 12
Can Standard Metal Auto Flush Bolts F73MD ( Metal Door ) and F74WD ( Wood Door ) be used as alternate equals for
the Rockwood 2845 auto flushbolts.
Answer: Standard Metal Auto Flush Bolt F73M is acceptable for both HM and wood doors.
Clarification # 13
Can the following KN Crowder weatherstrip be used as alternates for Pemko?
Pemko # 290ASKN
Crowder # W-20S
1842APK
CT-40N
255x5AFG
CT-43-1 / CT-43-1 Frost Break
411ARL
CT-51
355CS
W-9S
Answer: Yes – these are acceptable alternates.
Clarification # 14
All of the 16 Ga. metal doors are steel stiffened. It is usually not recommended to use Steel Stiffened doors for exterior
use as these doors only have the fiberglass insulation in every second rib. You will have frost on the inside of the door
when it is very cold out. You will be able to tell when the insulation is and where it is not.
Answer: We are deleting fiberglass insulation core and changing to 16 Ga. HM door with polyisocyanurate insulation at
exterior locations, by this addendum.
Clarification # 15
1)
Section 11 53 00 Laboratory Equipment: certain items in this section are also specified in other sections:
- Item 2.1.3 Fume Hoods (FH) also specified in section 23 38 16.
- Item 2.1.4 Acid Storage Cabinets also specified in section 23 38 16.
- Item 2.1.5 Chemical (flammable) storage cabinets also specified in section 23 38 16.
- Item 2.1.6 Bio-Safety Cabinet (BIO-1) also specified in section 23 38 17.
The above items should be carried by division 23 38 16 & 23 38 17 as they are part of the fume hood assembly.
Answer: Correct, these items are to be provided by mechanical sections noted. See also answer to Clarification
# 6.
2)
Will all area of work be available at one time or will this be a phased renovation, please advise.
Answer: The project is not phased per say. Building “B” is unoccupied and is available for the Contractor’s
forces. Building “A” is occupied and as such scheduling of work in Building “A” spaces will require coordination
with Owner.
SPECIFICATIONS
.1
SECTION 07 72 45 – ROOF SAFETY RAILINGS
.1
Paragraph 2.1 – ROOF SAFETY RAILING, Sentence .1, Item .6 – Acceptable Product:
.1
Add the following acceptable product:
.2
Series 5001, RoofBarrier Modular Guardrail System, by Skyline Group.
Solicitation No. - N° de l'invitation
Amd. No. - N° de la modif.
Buyer ID - Id de l'acheteur
ED001-162147/A
002
pwc021
Client Ref. No. - N° de réf. du client
File No. - N° du dossier
CCC No./N° CCC - FMS No./N° VME
R.075695.001
PWC-5-38186
________________________________________________________________________________________________________________________________)
.2
.3
SECTION 07 92 00 – JOINT SEALING
.1
Paragraph 2.2 – MATERIALS, Sentence .1 - Sealants, Article .1 – Exterior Use, Item .1 – Sealant (Type
“A”):
.1
Add the following to the list of acceptable materials: Pecora 890NST.
.2
Paragraph 2.2 – MATERIALS, Sentence .1 - Sealants, Article .1 – Exterior Use, Item .2 – Sealant (Type
“B”):
.1
Add the following to the list of acceptable materials: Pecora 895NST.
.3
Paragraph 2.2 – MATERIALS, Sentence .1 - Sealants, Article .2 – Interior Use, Item .1 – Sealant (Type
“C”):
.1
Add the following to the list of acceptable materials: AC-20 + Silicone.
SECTION 08 11 00 – STEEL DOORS AND FRAMES
.1
Paragraph 2.1 – MATERIALS, Sentence .6, Door Core Materials
.1
Clause .2 - Insulated Core (exterior doors): Delete item .1 - Fiberglass.
.2
.4
SECTION 08 71 00 – FINISH DOOR HARDWARE
.1
Paragraph 2.1 – HARDWARE ITEMS
.1
Delete Item .11 – Key Cabinet.
.2
.5
Paragraph 2.7 – DOORS: HOLLOW STEEL CONSTRUCTION
.1
Revise Sentence .3 as follows:
.3
Fill voids between stiffeners of exterior doors with polyisocyanurate insulation.
Paragraph 2.2 – DOOR HARDWARE and Paragraph 3.7 – HARDWARE SCHEDULE
.1
Sentence .9 - Door Stops, Holders and Auxiliary Hardware, Clause .3 – Flush Bolts:
.1
Standard Metal Auto Flush Bolts F73M is an acceptable alternate for Rockwood 2845
auto flush bolts.
.2
Sentence .10 – Thresholds and Weatherstripping Thresholds:
.1
The following are acceptable alternates to products specified:
.1
KN Crowder W-20S is acceptable alternate to Pemko # 290ASKN.
.2
KN Crowder W-9S acceptable alternate to Pemko # 355CS.
.3
Sentence .11 – Door Gasketing and Edge Seals:
.1
The following are acceptable alternates to products specified:
.1
KN Crowder CT-40N is acceptable alternate to Pemko # 1842APK
.2
KN Crowder CT-43-1 / CT-43 Frost Break is acceptable alternate to Pemko #
255x5AFG.
.3
KN Crowder CT-51 is acceptable alternate to Pemko # 411ARL.
SECTION 09 67 26 – EPOXY FLOORING
.1
Paragraph 2.2 – MATERIALS, Sentence .1 – Epoxy Flooring:
.1
Add the following system to the list of acceptable material:
.3
Ureco STS flooring system by Powerblast Canada.
Solicitation No. - N° de l'invitation
Amd. No. - N° de la modif.
Buyer ID - Id de l'acheteur
ED001-162147/A
002
pwc021
Client Ref. No. - N° de réf. du client
File No. - N° du dossier
CCC No./N° CCC - FMS No./N° VME
R.075695.001
PWC-5-38186
________________________________________________________________________________________________________________________________)
.5
SECTION 09 67 26 – EPOXY FLOORING (continued)
.2
Delete Paragraph 2.3 – CRACK ISOLATION MEMBRANE and replace with new Paragraph 2.3 as
follows:
2.3 PRIMER
.1
.3
Primer: 2 component, 100% solids thermosetting epoxy primer designed to be part of
epoxy flooring system.
Delete Paragraph 2.4 – JOINT FILLER and replace with new Paragraph 2.4 as follows:
2.4 EPOXY SUB-FLOOR FILLER
.1
Sub-Floor Filler: multi-component, high fill and bulk building heavy-duty cementitious
polyurethane system, designed to be part of epoxy flooring system.
.4
Paragraph 2.5 – MIXES, change Sentence .1 to read as follows:
.1
Mix and apply primer, filler, floor base coat mortar and top coat sealer in accordance with
manufacturer’s written application instructions.
.5
Add new Paragraph 2.6 as follows:
2.6 ANCILLARY
.1
Degreaser: apply in accordance with manufacturer’s written application instructions.
.6
.7
Paragraph 3.3 – PREPAPATION:
.1
Delete Sentences .3 through .6.
.2
Add new Sentences .3 through .7 as follows:
.3
Apply degreaser to shot-blasted substrate where required due to presence of grease or
other substances deleterious to a good bond. Apply in accordance with manufacturer’s
written instructions.
.4
Apply primer to prepared substrate in accordance with manufacturer’s written
instructions.
.5
Patch cracks, holes and other openings, and fill in sloped floor depression to new level
surface using filler product. Apply in accordance with manufacturer’s written instructions.
.6
Complete preparatory work penetrating substrate before installing coating.
.7
Grind down uneven joints, rough areas, projections and foreign matter from surfaces to
receive flooring and base.
Paragraph 3.4 – INSTALLATION:
.1
Change Sentence .2 to read as follows:
.2
Prime shot-blasted and clean concrete substrates as recommended by epoxy flooring
manufacturer. Degrease concrete substrates where presence of grease or other
deleterious substances can inhibit good bond.
.2
Change Sentence .3 to read as follows:
.3
Apply epoxy sub-floor filler to cracks, depressions and low spots, and to level out area of
sloped floor to achieve floor level to a tolerance of 1:1000. Allow to cure.
Solicitation No. - N° de l'invitation
Amd. No. - N° de la modif.
Buyer ID - Id de l'acheteur
ED001-162147/A
002
pwc021
Client Ref. No. - N° de réf. du client
File No. - N° du dossier
CCC No./N° CCC - FMS No./N° VME
R.075695.001
PWC-5-38186
________________________________________________________________________________________________________________________________)
.6
SECTION 12 35 53.13 – STEEL LABORATORY CASEWORK
.1
Delete Paragraph 1.2 – PRODUCTS SUPPLIED BUT NOT INSTALLED BY THIS SECTION, and replace
with new Paragraph 1.2 as follows:
1.2
PRODUCTS SUPPLIED AND INSTALLED BY OTHERS
.1
Gas, air and vacuum cocks, faucets, tail pieces, strainers, traps, electrical outlets, nonintegral sinks and drains are supplied and installed by others. Refer to Section 22 42 00.
.2
Paragraph 2.2 – CASEWORK GENERAL, Sentence .1 – Casework, Item .2 Standard of Acceptance:
Add as acceptable product: S - Line Series Premium Painted Steel Casework, by CIF Lab
Solutions Inc,, Vaughan, Ontario
.3
Paragraph 2.14 – ACCESSORIES, Sentence .1 – Wall-mounted Epoxy Lab Pegboard, Item .3 – Size:
Change size to read: 915 mm high x 915 mm wide.
DRAWINGS
.1
DRAWING 1/A2.4 - BUILDING A – SECOND FLOOR PLAN
.1
Room (205) – Pathology Lab: Change dimension of island lab casework to 1525 mm.
.2
DRAWING 1/A2.5 - BUILDING B – FIRST FLOOR DEMOLITION
.1
Rooms (114), (115), (116,) (117), and (118B): Floors shown shaded to be shot-blasted after removal of
quarry tile.
.3
DRAWING A2.9 – DOOR AND FINISH SCHEDULES
.1
Door Schedule:
.1
Doors Nos. (114), (116), (118) and (X118):
Change door types to read: B / A (inactive narrow leaf to be type A).
.2
.4
Doors No. (118A):
Change HM frame type to read: type 3 similar – for new concrete block partition.
DRAWING A5.2 – CASEWORK ELEVATIONS
.1
Drawing 1/A5.2, Elevations B and D: Change casework dimension from 762 mm. to 815 mm.
.2
Drawing 2/A5.2, Elevation B: Change casework dimension from 762 mm. to 815 mm.
.3
Drawing 4/A5.2, Elevation D: Change casework dimension from 762 mm. to 815 mm.
.4
Drawing 6/A5.2, Elevation B: Add dimension 815 mm. (depth) to casework.
.5
Drawing 7/A5.2, Elevation C: Change casework dimension as shown on attached Detail A-501.
.6
Drawing 7/A5.2, Elevation D: Change casework elevation as shown on attached Detail A-501.
FLAMABLE
STORAGE
ACID
STORAGE
T