Drawings, Specifications and Addendum

Transcription

SCOPE OF WORK
PART A GENERAL
Work to be carried out under this project includes:
1.
2.
3.
4.
5.
6.
7.
8.
9.
Demolition
Doors and Guards
Masonry & Ceiling
Accessible Washroom
Men’s Washroom
Women’s Washroom
Electrical
Plumbing
Finishes
Items must be installed/constructed according to the drawings, OBC, the Facility
Accessibility Design Manual (FADM) and any other regulatory body.
City will obtain the building permit and the contractor is responsible for obtaining
any associated ESA permits.
Verify site measurements prior to ordering materials, partitions and accessories.
DEMOLITION
The demolition includes the removal and disposal of interior washroom partitions,
interior doors and frames, and portions of the concession counter space.
• Remove men’s and women’s interior washroom doors and frames and
block in that area to match existing.
• Remove and dispose of all interior washroom partitions in the men’s and
women’s washrooms
• Removal all washroom fixtures and save for relocation or to return to the
city if they are not needed in the new layout.
• Remove accessible, men’s and women’s exterior doors and extend
openings to receive larger doors. Install new lintel as required.
• Remove the accessible washroom’s interior door and extend opening to
receive larger door. Install new lintel as required.
• Remove a portion of sightline barrier walls on the outside of the men’s and
women’s washroom and repair wall at cut as needed.
• Remove portions of the counter space in the concession to allow for the
movement of the wall into the concession space. Finish with a clean edge,
no sharp objects are to be protruding
SP1
DOORS & GUARDS
The door installations includes the removal of 3 exterior doors, 1 interior door,
alteration of 3 openings to the exterior and 1 to the interior, the installation of 4
new 38” hollow metal doors and 2 accessible door operating system on the
interior and exterior doors of the accessible washroom.
•
Modify 3 existing exterior openings and 1 interior opening. Add new lintels
as required. Repair any damage to the walls from extending the opening.
•
Install a new exterior painted 38” hollow metal door and frame for the
men’s washroom. Frame will need to be painted a different colour to meet
the visually impaired guidelines in the FADM
o Utilize existing door closure
o Install new door sweeps
o Install a pull style handle for the outside washroom door and a
stainless steel push plate for the interior of the door.
o Install a medico deadbolt lock utilizing existing lock configuration
and key
o Install a sign on the outside of the door indicating a male
washroom.
Must include a pictogram and words, as well as Braille and
tactile features as per the FADM
•
women’s washroom. Frame will need to be painted a different colour to
meet the visually impaired guidelines in the FADM
o Install a pull style handle for the outside washroom door and a
stainless steel push plate for the interior of the door.
o Install a medico deadbolt lock utilizing existing lock configuration
and key
o Install a sign on the outside of the door indicating a female
washroom.
SP2
•
accessible washroom. Frame will need to be painted a different colour to
o Install a Schlage “D” series – outside handle is non-operable with a
key lock and the inside is operable with no lock for the accessible
washroom. Key must match existing
o Install a sign on the outside of the door indicating a unisex
washroom.
•
Install one new interior painted 38” hollow metal door and frame for the
accessible washroom. Frames will need to be painted a different colour to
o Install a Schlage “D” series – outside handle is non-operable with a
key lock and the inside is operable with no lock for the accessible
washroom. Key must match existing.
o Install a sign on the outside of the door indicating a unisex
washroom.
•
Install a detectable safety guard railing on the floor behind the accessible
door. It is to me made from steel and have one vertical component and
two horizontal components. One is to be at a height of 36” and the other at
a height of 20”. The point where the top horizontal component and the
vertical component meet must be rounded. Where the horizontal points
meet the wall there must be brackets that can be bolted to the wall as well
as for the vertical portion that meets the floor. Bolt railing to the floor. The
railing should be painted with two coats of latex paint (colour to be
approved by city).
•
Install an automatic door opener on the exterior door
o That will take not less than 3 seconds to move from the closed to
the fully open position; and
o Require a force of not more than 66 N (13.8 lb.) to stop the door
movement
SP3
•
Install an automatic door opener on the interior door
o That will take not less than 3 seconds to move from the closed to
the fully open position; and
o Require a force of not more than 66 N (13.8 lb.) to stop the door
movement
•
Install wireless push buttons for both doors according to drawings and
FADM Requirements
o incorporate circular controls that are clearly visible which are at
least 150 mm (5-7/8 in.) in diameter;
o incorporate the International Symbol of Access for Persons with
Disabilities;
o to be installed as per the FADM
•
Install a lock button inside the accessible washroom which when engaged
will disable both outside push buttons.
o The button must be red.
o to be installed as per the FADM
•
All doors must have the minimal threshold to meet the accessibility
requirements
MASONRY & CEILING
The masonry work involves the construction of various interior walls as well as
repairs to existing walls.
•
Construct 6” concrete block interior walls between the washrooms
(locations indicated on drawings)
o Where dowels, anchor bolts, etc are shown projecting into
masonry, grout these tight into masonry voids with concrete or
cement mortar.
o Provide a minimum of 16” depth of 100% solid masonry units for
bearing of steel, concrete or masonry lintels and for a minimum of
8” past bearing plate each side
o All masonry must be set with fully filled joints using mortar as
defined in the national building code and/or CSA A179M. Mortar to
be type “S” unless noted otherwise.
o All masonry grout shall conform to CAN/CSA A179-04 and shall be
fine type grout with a minimum 28 day compressive strength of 10
MPa.
SP4
•
•
•
o The concrete block shall conform to CSA standard CAN3-A165
series-04
o The masonry wire reinforcing shall conform to CSA A370-04
o No masonry work shall be permitted with temperature below 5
degrees Celsius unless provisions are made for heating the
materials and protecting the work without written approval of the
engineer
o All masonry construction shall conform to CSA standards A371-04
o Provide lintels as required
o Vertical reinforcing shall be continuous. Lap bars 18”
o Reinforcing all opening through masonry walls with two 15 M
vertical bars each side of the opening and extending 16” past
opening.
o Provide one course bond beam complete with two 15 M continuous
for all bearing walls under roof structures and all floor structures.
Repair any portions of the walls damaged from extending the openings for
the larger doors. Install a piece of metal flashing where the exposed block
from cutting the opening would be. Colour to be approved by City.
Finish ceiling to match existing with the coloured metal sheet metal (colour
to match existing)
Finish walls at the ceiling with a metal sheet boarder, similar to existing
(colour to match existing)
ACCESSIBLE WASHROOM
The accessible washroom work includes the relocation of interior walls, fixtures
and the installation of various accessories.
• Install new interior 6” block partition walls as per the drawing.
•
Relocate the existing toilet to the new location. Provide all new seals as
necessary. Trench the floor for the new drainage piping
o To be located with the centerline 18 ½” from the wall.
o Flush handle to be located on the open side of the toilet.
•
Relocate the existing sink to the new location. Include all necessary parts
to relocate sink. Utilize existing vent. Modify plumbing as necessary
o To be located 18” from the side wall
o To be located with the top of the sink 32” from the floor
•
Install counter beside sink. Edge is not to protrude past the curve of the
end of the sink. Counter must comply with FADM. This will be a very small
counter. The top of the counter must be flush with the top of the sink.
SP5
•
Install new fold down grab bar (Bobrick B-4998.99) according to FADM
o To be located 17 ½” from the centre line of the toilet to the centre
line of the grab bar
•
Install new “L” grab bar (Bobrick 816722.99) according to FADM
o To be located 26” from the ground and the vertical portion is
supposed to be 5-7/8” past the end of the toilet.
•
Relocate the behind the toilet grab bar (Bobrick B-5806.99, 24” long)
according to FADM
o To be located a minimum of 6” from the top of the toilet but must
not be located more than 36” from the floor.
•
Install new collapsible coat hook (Bobrick B-983) according to the
drawings and FADM. To be located with the centerline 42” from the floor
and 24” from the side wall.
•
Install new recessed hand drier (Bobrick B- 750) according to FADM
o To be located with the bottom 40” from the ground
•
Install new soap dispenser. (Bobrick B-2111) according to FADM
o To be located with the bottom of the soap dispenser 40” from the
floor (which is 7 ½” from the counter surface) and have it in line with
the edge of the counter.
•
Install new Mirror (Bobrick B-1556) according to FADM
o To be located above the sink with the bottom 37” off of the floor.
•
Install an emergency assistance (nurse call type) help button. Rather then
a button it must have a pull string. It is to be mounted no more than 30” off
of the ground just inside the L shaped grab bar. It is to be connected to 3
warning lights to signify distress. One warning light is to be in the lobby
above the accessible washroom door, one is to be in the concession, and
the last is to be outside above the accessible washroom door. The exterior
light must be resistant to the elements.
•
Relocate existing fire pull station. (more details in electrical section)
•
Relocate hose bib. (more details in plumbing)
WOMEN’S WASHROOM
This work includes the construction of new block walls as well as the installation
and relocation of washroom fixtures and accessories
•
Install new 6” block walls as per the drawings and masonry section
•
Install Hadrian powder coated steel partitions in the women’s washroom.
Partitions are to meet requirements of the FADM including the clear
opening of 35” into the accessible stall (36” door).
o Colour to be approved by the city. Must include the anti graffiti
finish.
o Include optional masonite reinforcement to provide additional
resistance
o The Toilet Partitions shall include the furnishing of all necessary
screws, special screws, bolts, special bolts, expansion shields,
locking devices and all other devices necessary for the proper
installation and application of the Toilet Partitions. (Use stainless
steel hardware and channels)
o Locking device in accessible toilet stall must be a slide latch.
o Install an additional handicapped 5” D style handle on the interior of
the accessible door as per the FADM.
o For standard water closets the partitions must be installed so the
minimum interior width is not less than 36”
•
Reinstall one of the existing toilets in the accessible toilet stall
o Toilet must be 18 ½” from the wall
o Flushometer must be on the open side of the toilet.
o Install new fold down grab bar (Bobrick B-4998.99) according to
FADM. To be located 17 ½” from the centre line of the toilet to the
centre line of the grab bar
o Install new “L” grab bar (Bobrick 816722.99) according to FADM.
To be located 26” from the ground and the vertical portion is
o Install new behind the toilet grab bar (Bobrick B-5806.99, 24” long)
according to FADM. To be located a minimum of 6” from the top of
the toilet but must not be located more than 36” from the floor.
o Install new collapsible coat hook (Bobrick B-983) in the accessible
stall according to the drawings and FADM. To be located with the
centerline 42” from the floor and 2’ from the side wall.
•
Reinstall one of the existing toilets in the remaining toilet stall
SP6
•
Reinstall the existing sink in the women’s washrooms.
o To be located 18” from the side wall according to the drawings
•
Install counter beside sink. Edge is not to protrude past the curve of the
end of the sink. Counter must comply with FADM. This will be a very small
counter. The top of the counter must be flush with the top of the sink.
•
Install new surface mount hand drier (Bobrick B- 700) according to FADM
•
•
Install new Mirror (Bobrick B-1556) according to FADM
o To be located above the sink with the bottom 37” off of the floor.
•
Relocate 2 existing toilet paper dispensers to the new locations
o To be located with the bottom at least 24” from the ground
o To be located a maximum of 11 ½” from the end of the toilet bowl to
the edge of the dispenser and have a 3” clearance between the
grab bar and the dispenser where applicable
MEN’S WASHROOM
This work includes the construction of new block walls as well as the installation
and relocation of washroom fixtures and accessories
• Install new 6” block walls as per the drawings and repair ceiling with
painted sheet metal to match existing. Finish at ceiling with a sheet metal
boarder and colour is to match existing. (more details in the masonry
section)
• Install Hadrian powder coated steel partitions in the women’s washroom.
Partitions are to meet requirements in the FADM including the clear
opening of 35” into the accessible stall (36” door).
o Colour to be approved by the city. Must include the anti graffiti
finish.
o Include optional masonite reinforcement to provide additional
resistance
o The Toilet Partitions shall include the furnishing of all necessary
screws, special screws, bolts, special bolts, expansion shields,
locking devices and all other devices necessary for the proper
installation and application of the Toilet Partitions. (Use stainless
steel hardware and channels)
SP7
o Locking device in accessible toilet stall must be a slide latch.
o Install an additional handicapped 5” D style handle on the interior of
the accessible door as per the FADM.
o For standard water closets the partitions must be installed so the
minimum interior width is not less than 36”
•
Reinstall the existing toilet in the accessible toilet stall
o Toilet must be 18 ½” from the wall
o Flushometer must be on the open side of the toilet.
o Install new fold down grab bar (Bobrick B-4998.99) according to
FADM. To be located 17 ½” from the centre line of the toilet to the
centre line of the grab bar
o Install new “L” grab bar (Bobrick 816722.99) according to FADM.
To be located 26” from the ground and the vertical portion is
o Install new behind the toilet grab bar (Bobrick B-5806.99, 24” long)
according to FADM. To be located a minimum of 6” from the top of
the toilet but must not be located more than 36” from the floor.
o Install new collapsible coat hook (Bobrick B-983) in the accessible
stall according to the drawings and FADM. To be located with the
centerline 42” from the floor and 2’ from the side wall.
•
Reinstall one urinal
o To be installed at the barrier free recommended height of 17” to the
top of the bowl.
•
Install two Bobrick B580.99 24” vertical grab bars on either side of the
accessible urinal.
o To be installed with the centerline of both grab bars 15” from the
centerline of the urinal.
•
Reinstall the 2 existing sinks in the men’s washrooms.
o To be located 18” from the side wall according to the drawings
•
Install one counter beside the one sink as indicated on the drawing. Edge
is not to protrude past the curve of the end of the sink. Counter must
comply with FADM. This will be a very small counter. The top of the
counter must be flush with the top of the sink.
•
Install new recessed hand drier (Bobrick B- 750) according to FADM
SP8
•
•
Relocate existing toilet paper dispenser to the new location
o To be located with the bottom at least 24” from the ground
o To be located a maximum of 11 ½” from the end of the toilet bowl to
the edge of the dispenser and have a 3” clearance between the
grab bar and the dispenser where applicable
ELECTRICAL
The electrical work includes the supply of electricity to the various fixtures
•
Provide electricity to the new recessed hand driers in the washroom.
Wiring to run in the wall where possible and in conduit for exposed areas.
•
Relocate light fixtures if necessary due to reconfiguration of the walls and
how they intersect with the ceiling.
•
Relocate light switches to just inside the door of each washroom. Any
exposed wiring is to run within EMT conduit along the face of the wall
•
Relocate electric unit heater due to reconfiguration of the walls and how
they intersect with the ceiling.
•
Provide electricity for the automatic door openers in the accessible
washroom. Wiring to run in the wall where possible and in conduit for
exposed areas.
•
Provide a GFIC outlet beside one sink in each washroom for a total of 3
outlets.
•
Relocate the receptacles within the wall on the concession side that will be
moved.
•
Relocate the fire alarm pull station within the accessible washroom since
the existing wall will be relocated by 16”.
SP9
PLUMBING
The plumbing work includes the modification to the supply, sanitary and venting
lines for the existing fixtures in the new location.
•
There is currently a hose bib located in the accessible washroom. This will
need to be relocated to the new location as per the drawings. Also install a
vacuum breaker on the hose bib. All new piping needed is to be Type L
copper piping.
•
Install the plumbing fixtures as shown on the drawings and according to
the FADM
•
Any new supply piping is to be the applicable size type L copper piping.
Install a new ball valve before each fixture. Allow for the potential need to
connect to various piping materials. Any new drainage piping is to be ABS.
•
Modify any existing, or add any necessary plumbing venting to
accommodate any changes to the location of fixtures.
FINISHES
The finishes in the space are to include
•
Painting the new block walls (colour to match existing colour). Painting to
include one coat of latex primer and two coats of latex paint.
•
Paint the new doors (colour to be approved by the city). Painting to include
one coat of latex primer and two coats of latex paint.
•
Painting the new door frames (colour to be approved by the city and to be
different then the door colour). Painting to include one coat of latex primer
and two coats of latex paint.
•
Painting (touching up) any areas damaged by the work. (Colour to match
existing). Painting to include one coat of latex primer and two coats of
latex paint.
•
New sheet metal for the ceiling is to match existing colour
•
Install new ¼” thick rubberized flooring tile to match existing (To be
approved by City) and to include a 4” vinyl base (colour to be approved by
the city).
END OF SCOPE OF WORK
SP10
City of Guelph Facility Accessibility Design Manual 2005
Requirements for Design and Construction
Attached is a segment of the Wellington Accessibility Partnership’s Facility
Accessible Design Manual. The manual in its entirety can be found at:
http://guelph.ca/uploads/CS_Group/documents/2005_Accessibility-DesignManual.pdf
This manual addresses accessibility requirements for the design and
construction of new facilities, as well as the retrofit, alteration or addition to
existing facilities, owned, leased or operated by the City of Guelph. The design
manual particularly addresses the needs of persons with disabilities, including,
but not limited to, persons who are mobility impaired, hearing impaired, visually
impaired or cognitively impaired, persons who are deaf-blind and persons with
limited stamina and/or dexterity. It is intended to encompass the intent of the
Ontario Human Rights Code, in terms of respecting the dignity of persons with
disabilities which means recognize the privacy, confidentiality, comfort, autonomy
and self-esteem of persons with disabilities, which maximizes their integration
and which promotes full participation in society.” (Ontario Human Rights
Commission)
Where conflicts exist between scoping and/or dimensional requirements of this
design manual and standards or legislation enacted by the federal or provincial
governments, the most accommodating requirements shall apply (i.e. the
requirement(s) that will result in the most accommodating environment, but never
less than the minimum requirements of the current Ontario Building Code),
provided federal or provincial approvals are obtained where required.
Dimensions used in this manual are in metric units. Nearest imperial equivalent
dimensions are in parentheses.
For the purposes of this design manual, words and terms in italics have their
meanings defined in Section 2.0. (Refer to the web address in the first paragraph
of this paper).
SP11
Please contact the attending project manager/coordinator if you have any
questions or conflicts.
SEE Web Site Guelph.ca For
SECTIONS 4.1.2
SECTIONS 4.1.5
Ground & Floor Surfaces Entrances
SECTIONS 4.1.6
Doors
SECTIONS 4.2.3
Toilets
SECTIONS 4.2.4
Lavatories
SECTIONS 4.2.6
Washroom Accessories
SECTIONS 4.2.7
Individual Washroom
SECTIONS 4.2.10
Grab Bars
SECTIONS 4.4.26
Controls and Operating
Mechanisms
SECTIONS 4.4.14
Materials and Finishes
SECTIONS 4.4.15
Texture and Colour
Please note; these sections are given as a review starting point and are not
limited to these sections only. Your scope of work may involve related sections in
addition to those suggested as indicated above.
SP12
Supplementary Conditions
1.0
General
The following supplements shall modify, delete and/or add to the “General Conditions of the Stipulated
Price Contract” of the Standard Construction Document – CCDC#2 – 1994. The Supplementary
Conditions shall apply to all Work and shall be read in conjunction with the General Conditions of the
Contract.
1.1
Article A-5 Payment
.1 Article 5.3.1; modify as follows:
…an award by arbitration or court, interest at one percent (1%) per annum above the bank rate…
1.2
Article A-6 Receipt of and Addresses for Notices
.1 Article 6.1; modify as follows:
…..or to an officer of the corporation for whom they are intended by hand, by registered post, by
facsimile or by email; or if sent by…….
1.3
Definitions
.1 Add the following definitions:
21.
Completion of the Contract
The Contract shall be deemed to be completed when the price of completion or correction
of known defects is not more than the lesser of:
1% of Contract Price, or
$1,000.00.
22. Total Net Value of Work
Total Net Value of Work is used in Change Orders to determine the mark-up for overhead
and profit on the change. Total Net Value of Work means the cost of additional work by
the Contactor and all Sub-contractors minus the cost of deducted work, without any markups by Contractors or Sub-contractors.
1.4
GC 1.1 Contract Documents
.1 Article 1.1.9.1; modify as follows:
……shall be
• Supplementary Conditions
• The Agreement between the Owner and the Contractor
• The Definitions
• The General Conditions……..
.2 Article 1.1.9.5; new paragraph as follows:
If detailed standards in the specifications conflict with the specifications, the specifications shall
govern. If specifications conflict with specifications, the more stringent specifications shall govern.
.3 Article 1.1.10; delete and insert the following:
The Owner shall provide the Contractor up to 10 sets of the Contract Documents to perform the
Work. Additional sets may be purchased from the City.
1.5
GC 2.2 Role of the Consultant
.1 Article 2.2.15; new paragraph as follows:
The Owner will chair and record the minutes of meetings between the Contractor, the
1
and the Owner. The Owner reserves the right to make audio tape recordings of the meetings to
be used for any future purpose.
1.6
GC 2.3 Review and Inspection of Work
Delete the phrase “reasonable notice” and replace with “5 Working days notice”.
The Owner shall be permitted temporary or trial use of all equipment supplied under the Contract
before Substantial Performance of the Work. The Contractor shall supply all labour and materials
required for the temporary or trial use. Any damage or breakdown due to faulty materials or
Workmanship shall be made good by the Contractor.
1.7
GC 3.1 Control of the Work
Upon award of the contract by either a letter of intent, a purchase order or the signed Contract,
whichever comes first, the Contractor shall submit proper bonding, insurance and WSIB clearance
prior to entering the site. Within ten (10) working days of award of the Contract the Contractor shall
conduct a preconstruction meeting with Owner.
As time is of the essence the Contractor is responsible to carry out all functions in a timely manner
to ensure the Work does not incur any unnecessary delays and is performed within the Contract
Time.
1.8
GC 3.4 Document Review
The Contractor shall review the Contract Documents within 10 working days after the date of the
Owner’s Letter of Intent, or the date of the Purchase Order, and shall report promptly to the
Consultant any error, inconsistency, or omission the Contractor may discover.………..The
Contractor shall not be liable for damage or costs resulting from such errors, inconsistencies, or
omissions in the Contract Documents, which the Contractor did not discover within this 10 working
day period noted above………….
The Contractor may submit to the Consultant requests for information, clarification or changes to
the Contract. Any requests for information, clarification, or changes to the Contract that are already
clearly shown, detailed and/or specified in the Contract Documents, according to the Consultant,
will be subject to a charge for the Consultants time at their regular hourly rates plus mark-up
payable by the Contractor through a credit to the Contract Price. The Contractor may not submit
more than three (3) requests for information per day unless agreed to by the Consultant.
1.9
GC 3.5 Construction Schedule
……….prior to the first application for payment, a critical path construction schedule that indicates
manpower loading and timing of the activities of the Work and provides…..
………and update the schedule on a monthly basis indicating progress of each scheduled line item,
changes in manpower loading and any changes required to perform the Work in conformity with the
Contract Time; and
Failure to submit an appropriate critical path schedule, or failure to submit an appropriate updated
2
schedule on a monthly basis may result in the withholding of all progress payments which may be
due.
1.10
GC 3.6 Construction Safety
Any repetitive or flagrant breach of safety legislation will be considered failure to comply with the
requirements of the Contract to a substantial degree.
If the Owner performs work or awards separate contracts for performing work on the site during the
Work of the Contract, then the Contractor agrees to become the constructor for the Owner’s
workers or contractor(s). The Owner agrees to pay a fee, including mark-up, of $300 per week for
up to ten (10) of the Owner’s workers or contracted workers, or $500 per week for over ten (10) of
the Owner’s workers or contracted workers. The Owner’s contractor(s) will provide copies of
insurance, WSIB, safety policy, Canadian Construction Association form 1000, WHMIS training,
and fall arrest training to the Contractor.
1.11
GC 3.7 Supervisor
.1 Article 3.7.1; modify the second sentence as follows:
The supervisor shall not be changed except for valid reason and as approved by the Owner.
The Contractor shall replace the supervisor with an equivalent or more competent person, if
requested by the Owner, within 10 working days of the request.
1.12
GC 3.9 Labour and Products
.1 Article 3.9.1; add the following sentence:
The Contractor shall not be entitled to a change in the Contract Price due to any increase in the
cost of labour, materials or equipment regardless if the Contract Time is extended or not.
.2 Article 3.9.2; add the following sentences:
All Products which are specified by their proprietary names, part number, or catalogue number are
to form the basis for the Tenders. Substitutions must be approved by the City. The Contractor
may include with his submission alternative prices on a separate sheet of paper from the Tender
submission, indicating any effect that the substitution may have on the Contract Price. The
Contractor will use all Products in strict accordance with the manufacturer’s directions except when
specified otherwise.
Unless submitted in writing with the Tender, no consideration will be given by the Owner to claims
by the Contractor of the unsuitability of any Products, nor to the Contractors unwillingness to use
any Products, nor to any relaxation of the requirement to provide good workmanship or of the
applicable warranties.
1.13
GC 3.11 Shop Drawings
When manufacturer’s literature is submitted in lieu of scaled shop drawings, clearly mark the
item(s) to be reviewed.
.2 Article 3.11.4; delete the second sentence and insert the following:
3
The Contractor shall prepare a schedule of the dates for submission of all shop drawings no later
than 10 Working days after the date of the Owner’s Letter of Intent, or the date of the Purchase
Order.
Failure to submit the shop drawing schedule within the specified period, or failure to submit shop
drawings according to the shop drawing schedule may result in the withholding of all progress
payments which may be due.
1.14
GC 3.12 Use of the Work
The Owner shall have the right to enter and occupy the building in whole or in part for the purpose
of placing Products and equipment, or for other use or for other work before completion of the
Contract provided that, in the opinion of the Owner and Contractor, such entry, occupation or work
will not prevent or interfere with the Contractor in the performance of the completion of the
Contract. Such entry or occupation will not be considered as acceptance of the Work, or in any
way relieve the Contractor from his responsibility to complete the Contract on schedule.
1.15
GC 4.1 Cash Allowance
Where the total cost for all cash allowance items exceeds the total amount of all cash allowances,
the Contractor shall be compensated for any excess incurred and substantiated…….
The Contract Price shall be adjusted by Change Order to provide for any difference between the
total actual cost and the total cash allowance.
1.16
GC 5.1 Financing Information Required of the Owner
Delete this Section in its entirety and all references thereto.
1.17
GC 5.2 Applications for Progress Payment
…….supported by invoices indicating the quantity, description, and value of the Products. If the
Products are not incorporated into the Work, then a copy of the Suppliers invoice showing “Paid in
Full”, must be attached to the progress claim otherwise the value of these Products may be
deducted. Products delivered to the Place of Work are the Contractors responsibility until built-in.
The Contractor shall submit with each application for progress payment a Certificate of Clearance
from the Workers Safety Insurance Board In addition, after the first and with each subsequent
application for payment, submit a Statutory Declaration that all accounts for labour, subcontracts,
Products and services have been paid to the end of the period covered by the preceding
applications, and that none of the material on site has been purchased under a conditional sale or
any type of hire-purchase agreement.
1.18
GC 5.3 Progress Payment
Delete the phrase “5 days”, and replace with “30 days”.
4
1.19
GC 5.4 Substantial Performance of the Work
If any defects are corrected after Substantial Performance of the Work the Warranty for the Work,
with reference to Products and Workmanship in accordance with GC 12.3 Warranty, will start from
the date when such defects are corrected. If a designated portion of the Work is Substantially
Performed, the Warranty of that portion of the Work will start from the same date when all defects
are corrected.
1.20
GC 5.5 Payment of Holdback Upon Substantial Performance of the Work
.1 Article 5.5.1.3: new paragraph as follows:
submit evidence of compliance with the Construction Lien Act, 1990, regarding advertisements,
indicating date of and name of publication etc., with the application for payment of holdback
submit all specified written guarantees, bonds, maintenance manuals, as-built record drawings,
certificates, etc., with the application for payment of holdback
submit a Certificate of Clearance from the Workers Safety Insurance Board, with the application for
payment of holdback
.4 Article 5.5.3; delete this article and all references thereto.
1.21
GC 5.7 Final Payment
.1 Article 5.7.1; delete and replace with the following:
When the Contractor considers that he has reached the completion of the Work, the Contractor
shall submit an application for final payment. In consideration of the completion of the Work,
deficiencies or defects will be valued as follows:
.1 Approved as-built drawings and maintenance
manuals (with warranties, extended warranties,
sign-off permits including Hydro Inspection
The greater of 0.25% of the
Certificate.)
Contract Price or $10,000.
.2 Keys
$2,000
.3 Clean-up
The greater of 0.1% of the
Contract Price or $5,000
.4 Other deficiencies or defects
Value as per Owner
Delete the phrase “5 days”, and replace with “30 days”.
1.22
GC 5.8 Withholding of Payment
The Owner may withhold partial payments to cover the cost of any deficiencies as determined by
the Owner. Notwithstanding GC 5.3 Progress Payment, the Owner may withhold all payments
as per GC 3.5 Construction Schedule, GC 3.11 Shop Drawings, and GC 6.2 Change Orders.
1.23
GC 6.1 Changes
5
The Contractor will inform the Bonding Companies of any changes to the Contract so that the
Performance Bond still covers the Contract as specified. If any change to the Contract requires
adjustments to the Bond, the Contractor is to initiate and pay for the adjustments. Provide proof to
the Owner as requested of the validity of coverage.
1.24
GC 6.2 Change Order
If the proposed change in the Work will affect the Contract Price or the Contract Time, then the
Contractor will provide all quotations detailing the hours of labour, labour rates, payroll burden,
itemized materials including quantities and costs, equipment, supervision, overhead & profit.
Subcontractors will provide similar information. Mark-ups for overhead and profit (OH&P) will be as
per the table below and will be on the Total Net Value of Work for the Contractor and all
Subcontractors. [Example: Contractor – additional work $6,000, deduction in work $2,000, net
$4,000; Subcontractor – additional work $100,000, deduction in work $40,000, net $60,000; Total
Net Value of Work - $64,000; Contractor OH&P 7.5% of $4,000 and 5% of $60,000; Subcontractor
OH&P 7.5% of $60,000]. The mark-up for overhead shall include, but not be limited to, office
space and all associated costs, copying, printing, phones, fax, utilities, toilets, safety costs and
flagmen, project management team members, Contractor supervision, benefits, taxes other than
Value Added Taxes, all insurance types, bonding, transportation, temporary space and services,
hand tools, delivery costs, and permits, fees and licenses. If the change will affect the critical path
schedule to extend the date of Substantial Performance as substantiated by Contractor
documentation, then the Contractor may add site supervision costs in addition to OH&P. Once a
Change Order is signed, no further claims may be made for Contract Price or Contract Time as it
relates to that change.
Total Net
Value of
Work
< $5,000
$5,000 <
$50,000
$50,000 and
over
Contractor mark-up
on own work
15%
10%
7.5%
Subcontractor
mark-up on own
work
15%
10%
Contractor mark-up
on Subcontractor
work
10%
5%
Subcontractor
mark-up on
Subcontractor work
10%
5%
5%
3%
7.5%
As time is of the essence, the Contractor must submit a price for a pending Change in a
reasonable amount of time as determined by the Consultant, but in no case more than ten (10)
working days from the date of receipt. The submission must be complete in all respects as outlined
in 6.2.1. If the Consultant requests re-pricing of a Change, the re-pricing must be submitted within
two (2) working days. Failure to comply with these requirements may result in withholding all
progress payments.
1.25
GC 6.3 Change Directive
…..Contractor agreeing upon the adjustment in Contract Price and Contract Time, or if the Owner
requires a change to be expedited for any reason, the Owner shall issue a Change Directive.
.2 Article 6.3.4.2; delete this article and all references thereto.
.5 Article 6.3.4.8; add the following statement:
provided they are not due to the negligence of the Contractor.
6
The final amount of any Change Directive can be adjusted based on the determination of the
Consultant. If there is agreement on the adjustment to the Contract Price for the change in the
Work, then the value of the Change Directive to perform the work shall be as per the agreed to
price.
1.26
GC 6.4 Concealed or Unknown Conditions
Fractured bedrock, clay or broken shale is not considered materially different than granular soils.
1.27
GC 6.5 Delays
The Contractor shall not be entitled to payment for costs incurred from the settlement of a labour
dispute, strike, or lock-out.
The notice of delay, notice of potential delay, impact notice or the like, must be accompanied with
complete documentation indicating exactly how the critical path schedule will be affected, otherwise
no claim for delay will be allowed. The Consultant has 10 Working Days after receipt of the notice
to respond before there is consideration for a change to the Contract, however this time may be
extended if the Contractor has not complied with Article 3.4.2.
1.28
GC 7.2 Contractor’s Right to Stop Work or Terminate the Contract
……..including reasonable profit to the date of termination. The Contractor’s entitlement shall be
determined on the basis of an evaluation of the Work performed and Products supplied under the
Contract in relation to the Contract Price plus any Change Orders or Change Directives, for loss
sustained upon Products and construction machinery and equipment, and such other damages as
the Contractor may have sustained as a result of the termination of the Contract, all as determined
by the Consultant.
1.29
GC 8.2 Negotiation, Mediation, and Arbitration
Within five days receipt of the notice of arbitration by the responding party under paragraph 8.2.6
the Owner and/or the Contractor may give the Consultant a written notice containing:
.1 a copy of the notice of arbitration;
.2 a copy of supplementary conditions 8.29 to 8.2.15 of this Contract, and;
.3 any claims or issues which the Contractor or the Owner wishes to
raise in relation to the work arising out of the issues in dispute in the arbitration.
1.30
GC 9.1 Protection of Work and Property
Where permanent installations or otherwise, such as roads, curbs, sidewalks, boulevards, sod,
trees, hydrants, fencing, street lighting, landscaping, buildings or structures, outdoor pools, and
other such installed equipment abut, front and/or adjoin the Place of Work, the Contractor shall
7
identify the conditions of same prior to commencement of the Work and record said conditions in
such a manner as directed by the Consultant, to indemnify the Owner and the Contractor against
subsequent attributable to the Contractor. The Contractor shall be responsible to make good such
damage at his own expense or pay all costs incurred by others in making good such damage.
1.31
GC 9.3 Toxic and Hazardous Substances and Materials
1.32
GC 10.1 Taxes and Duties
When prices are computed for GC 6.2 Change Order, or GC 6.3 Change Directive, the Contractor
must exclude the Subcontractor’s and Supplier’s Value Added Taxes from the Contractor’s price.
1.33
GC10.2 Laws, Notices, Permits, and Fees
The Contractor shall obtain and pay for permits, licenses, or certificates necessary for the
performance of the Work which were in force at the date of bid closing with the exception of the
building permit which will be obtained by the Owner. The contractor is responsible for scheduling all
necessary inspections relating to the building permit.
1.34
GC 11.1 Insurance
.1 Article 11.1.1.4(3); add the following sentence:
As the Owner may be required to provide, maintain and pay for such insurance for total or partial
use of the Work, the Owner may deduct all such payments from the Contract Price in the event that
the Contractor was negligent in obtaining Substantial Performance within the specified Contract
Time as determined by the Owner.
1.35
GC 11.2 Bonds
The Contractor shall, prior to commencement of the Work or prior to the signing of the Contract
which ever is first, provide to the Owner a Performance Bond and Material Bond in the amount of
50% of the Contract Price covering faithful performance of the Contract and the payment of all
obligations arising thereunder. The premium for the required bond shall be paid by the Contractor.
The Performance Bond issued by the Surety agrees to repay to the Owner all expenses incurred
by the Owner including but not limited to legal fees, security services, heat, and power as a result
of its Obliges failure to faithfully perform this Contract whether resulting from the Contractor’s
bankruptcy or otherwise.
The Performance Bond shall continue as a guarantee bond for the warranty period and beyond the
warranty period until all deficiencies have been completed to the satisfaction of the Owner.
1.36
GC 12.1 Indemnification
.1 Article 12.1.1; modify the fourth line as follows:
8
Delete the phrase “provided such claims are:”.
1.37
GC 12.3 Warranty
.1 Article 12.3.1; modify the second line as follows:
…….the Work, or from the date when all defects and deficiencies are corrected whichever is later,
or those periods specified in the Contract Documents for certain portions of the Work or Products.
The Contractor shall provide properly executed and signed copies of all Guarantee Bonds,
Warranties, and Guarantees containing the Owners name, the name and address of the Project,
the date the Guarantee commences, what the Guarantee is covering as per the Specifications, and
the signature and seal of the Company issuing the Guarantee countersigned by the Contractor.
9

Drawings, Specifications and Addendum

Transcription

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