MMM Group, a WSP company
Regional District of Central
Kootenay
Arrow Creek Transmission
Main - Phase 4 and Erickson
Reservoir Site Grading
Tender Documents
Unit Price Contract
Reference No. 11-5700-ERK-20
COMMUNITIES
TRANSPORTATION
BUILDINGS
INFRASTRUCTURE
March 2016
MASTER MUNICIPAL CONSTRUCTION DOCUMENTS – UNIT PRICE CONTRACT
Arrow Creek Transmission Main – Phase 4 and Erickson Reservoir Site Grading
Reference No. 11-5700-ERK-20
CONTENTS
The complete Regional District of Central Kootenay (RDCK) Unit Price Contract Documents are based on the
Master Municipal Construction Documents and consist of the following parts:
1.
Standard Documents provided herein that Require Additional Information (available in the “MMCD
– Tender Document Production Manual” or on disk)
Invitation to Tenderers
Instructions to Tender – Part I
Form of Tender
Appendix 1 – Schedule of Quantities and Prices
Appendix 2 – Preliminary Construction Schedule
Appendix 3 – Experience of Superintendent
Appendix 4 – Comparable Work Experience
Appendix 5 – Subcontractors
Agreement
Schedule 1 – Schedule of Contract Documents
Schedule 2 – List of Drawings
Supplementary General Conditions
Supplementary Specifications
Supplementary Standard Detail Drawings
2.
Standard Documents that must be obtained by the Tenderer / Contractor and are Fully Complete
(available in the “MMCD – General Conditions, Specifications and Standard Detail Drawings”)
Master Municipal Construction Documents, Platinum Edition Volume II, 2009 (Available at MMCDA
website mmcd.net )
Instructions to Tender – Part II
General Conditions
Schedules and Diagrams
Schedule 17.5.3 – Letter Agreement with Referee
Flow Chart – Changes and Extra Work
Flow Chart – Disputes Resolution Process
Standard Specifications
Standard Detail Drawings
All MMCD Platinum Supplemental Updates, up to and including March 1st, 2016 (document
corrections prepared by MMCDA) (Available at MMCDA website mmcd.net ).
3.
Appendix A: Geotechnical Report – Golder Associates, file number 10-1494-0270 – included as Reference
Only
MMCD - JANUARY 1996 (REV. APRIL 2000)
Tenderer’s Initials
REGIONAL
DISTRICT
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
Owner:
Contract:
Reference No.:
OF
INVITATION TO TENDERERS
INVITATION TO TENDERERS
PAGE 1 OF 1
2016
The Regional District of Central Kootenay
Arrow Creek Transmission Main – Phase 4 and Erickson Reservoir
Site Grading
11-5700-ERK-20
The Regional District of Central Kootenay invites tenders for construction of watermain and
reservoir site grading works in Erickson, BC (near Creston). A summary of specific work items
includes the following:
•
•
Supply and installation of approximately 2,000 metres of 600 mm diameter and 400 m of
450 mm diameter PVC watermain including service replacements, all appurtenances
and all restoration works
Reservoir site grading including access road, overflow pond and associated works
Electronic Contract Documents are available on the RDCK web site at:
http://www.rdck.ca/EN/main/administration/bids-tenders.html
Hardcopy Contract Documents are not available. A bidder’s list will be compiled by the Contract
Administrator at the mandatory site meeting. The list will be made available upon request.
It is the sole responsibility of the proponent to check the RDCK’s website for any updated information and
addenda issued before the closing date. www.rdck.ca is the only authorized website to obtain competitive
bid documents for RDCK opportunities. The RDCK shall not be held responsible for our competitive bid
documents that are located on any other website. The opportunity will be advertised on BCBid but the
Electronic Contract Documents will not be available on BCBid.
Tenderers are required to attend a mandatory site meeting on Thursday March 10th, 2016 at
1:00 PM at the project site at the intersection of 36th Avenue and Haskins Road. Tenderers are
reminded that 1pm in Creston is 12pm Pacific Standard Time.
Questions and clarifications regarding the Tender must be submitted to MMM Group no later
than March 23rd, 2016 at 3:00 PM.
Tenders are scheduled to close:
Tender Closing Time: 2:00 PM Local Time
Tender Closing Date: Thursday March 31st, 2016 at
The Regional District of Central Kootenay
202 Lakeside Drive, Nelson, BC V1L 5R4
For additional information, please contact:
Jim Roe, AScT, Contract Administrator
MMM Group, a WSP company
Phone: 250-869-1334
Email: RoeJ@mmm.ca
REGIONAL
DISTRICT
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
OF
INSTRUCTIONS TO TENDERERS PART I
TABLE OF CONTENTS
IT – PART I 1 OF 2
2016
1.0
Introduction ........................................................ """""""""""""""IT - 1
2.0
Tender Documents ............................................ """""""""""""""IT - 1
3.0
Submission of Tenders ......................................................... """""""""IT - 2
4.0
Additional Instructions to Tenderers"""""""" ............ """"""""IT - 3
REGIONAL
DISTRICT
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
OF
INSTRUCTIONS TO TENDERERS PART I
THIS PAGE INTENTIONALLY LEFT BLANK
TABLE OF CONTENTS
IT – PART I 2 OF 2
2016
THE REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
INSTRUCTIONS TO TENDERERS PART I
IT – PART I
IT - 1
2016
(FOR USE WHEN UNIT PRICES FORM THE BASIS OF PAYMENT TO BE USED ONLY WITH THE GENERAL CONDITIONS AND OTHER STANDARD
DOCUMENTS OF THE UNIT PRICE MASTER MUNICIPAL CONSTRUCTION DOCUMENTS.)
(TO BE READ WITH “INSTRUCTIONS TO TENDERERS - PART II” CONTAINED IN THE EDITION OF THE
PUBLICATION “MASTER MUNICIPAL CONSTRUCTION DOCUMENTS” SPECIFIED IN ARTICLE 2.2 BELOW)
Owner:
The Regional District of Central Kootenay
( NAME OF OWNER )
Contract:
Arrow Creek Transmission Main – Phase 4 and Erickson Reservoir Site
Grading
( TITLE OF CONTRACT )
Reference No.
11-5700-ERK-20
( OWNER’S CONTRACT REFERENCE NO. )
1.0
Introduction
1.1
These Instructions apply to and govern the preparation of tenders for
this Contract. The Contract is generally for the following work:
•
•
Supply and installation of approximately 2,000 metres of 600
mm diameter and 400 m of 450 mm diameter PVC
watermain including service replacements, all appurtenances
and all restoration works
Reservoir site grading including access road, overflow pond
and associated works
( BRIEF DESCRIPTION OF THE WORK )
1.2
Direct all inquiries regarding the Contract, to:
Jim Roe, Contract Administrator
MMM Group, a WSP company
( NAME AND POSITION OF INDIVIDUAL WHO WILL ANSWER INQUIRIS )
Address:
540 Leon Avenue
Kelowna, BC V1Y 6J6
Email: RoeJ@mmm.ca
2.0
Tender
Documents
2.1
Phone: 250
869
- 1334
Fax: 250
862
- 4849
The tender documents which a tenderer should review to prepare a
tender consist of all of the Contract Documents listed in Schedule 1
entitled “Schedule of Contract Documents”. Schedule 1 is attached
to the Agreement which is included as part of the tender package.
The Contract Documents include the drawings listed in Schedule 2
to the Agreement, entitled “List of Contract Drawings”.
THE REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
3.0
Submission of
Tenders
IT – PART I
INSTRUCTIONS TO TENDERERS PART I
IT - 2
2016
2.2
A portion of the Contract Documents are included by reference.
Copies of these documents have not been included with the tender
package. These documents are the Instructions to Tenderers - Part
II, General Conditions, Specifications and Standard Detail Drawings.
They are those contained in the publication entitled “Master
Municipal Construction Documents - General Conditions,
Specifications and Standard Detail Drawings”. Refer to Schedule 1
to the Agreement or, if not specified in Schedule 1, then the
applicable edition shall be the most recent edition as of the date of
the Tender Closing Date. All sections of this publication are by
reference included in the Contract Documents.
2.3
Any additional information made available to tenderers prior to the
Tender Closing Time by the Owner or representative of the Owner,
such as geotechnical reports or as-built plans, which is not expressly
included in Schedule 1 or Schedule 2 to the Agreement, is not
included in the Contract Documents. Such additional information is
made available only for the assistance of tenderers who must make
their own judgment about its reliability, accuracy, completeness and
relevance to the Contract, and neither the Owner nor any
representative of the Owner gives any guarantee or representation
that the additional information is reliable, accurate, complete or
relevant.
3.1
Tenders must be submitted in a sealed envelope, marked on the
outside with the above Contract Title and Reference No., and must
be received by the office of:
Project Manager, Regional District of Central Kootenay
(TITLE OF POSITION)
on or before:
Tender Closing Time:
Tender Closing Date:
,
2:00
st
March 31 , 2016
pm local time
at
Address:
The Regional District of Central Kootenay
202 Lakeside Drive
Nelson, BC
Fax: 250
3.2
352
V1L 5R4
- 9300
(for tender amendments only)
Late tenders will not be accepted or considered, and will be returned
unopened.
THE REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
4.0
Additional
Instructions to
Tenderers
INSTRUCTIONS TO TENDERERS PART I
IT – PART I
IT - 3
2016
4.1
4.2
MMCD Instructions to Tenderers – Part II, Paragraph IT 15.1 is deleted
and replaced by the following:
15.1
The Owner reserves the right to:
15.1.1
reject any or all tenders; the lowest tender will not necessarily be
accepted.
15.1.2
waive informalities in or reject any or all tenders or accept the
tender deemed most favourable in the interest of the Regional
District of Central Kootenay.
15.1.3
reject any tenders of a tenderer if the tendered or its principal(s)
have, within two years of the date of Invitation to Tenders, been
engaged in pursuing claims for damages or compensation of any
kind against the Regional District of Central Kootenay in relation
to work similar to that being tendered.
15.1.4
cancel the tendering process at any time without reason and
without claim damages.
15.1.5
select a Contractor that will give the greatest value based on
quality, service and price.
Pre-Tender Meeting
A mandatory pre-tender meeting will be held on Thursday, March 10th,
2016 at 1:00 PM at the at the project site at the intersection of 36th Avenue
and Haskins Road. Design team members and the Regional District of
Central Kootenay will be available to answer questions regarding the
tender. Any new information that is requested or generated will be
included in an Addendum that will be issued at least three days prior to the
Tender Close.
4.3
Deadline for Questions and Clarifications
Questions and clarifications regarding the Tender must be submitted to the
Contract Administrator no later than March 23rd, 2016 at 3pm.
4.4
Construction Schedule
Milestone Dates for the project are listed in the Form of Tender, Appendix
2 – Preliminary Construction Schedule. Construction of certain portions of
the work will only be allowed between certain dates. Detailed schedule
requirements are identified in the Special Provisions.
4.5
Construction Site Surface Features
The existence and location of all surface features which may be
encountered during construction are not guaranteed to be shown on the
Drawings. Notwithstanding any other provision of this Contract, the
Contractor shall be solely responsible for confirming the existence, extent
and location of surface features either shown on the Drawings or not, and
the effect they may have on the Work. Surface features to be confirmed as
part of the tender preparation shall include but not be limited to retaining
walls, trees, shrubbery, ornamental features, signs, walkways, fences,
THE REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
INSTRUCTIONS TO TENDERERS PART I
IT – PART I
IT - 4
2016
irrigation and utility boxes. Unless specifically noted otherwise, no
additional compensation will be made for protection, restoration or
removal of surface features affected by the Work, or for the effect they
may have upon the Work itself.
4.6
Survey Layout and Digital Base Drawing
Survey layout for all Work shall be the Contractor’s responsibility. The
Contract Administrator will provide a digital base plan in AutoCAD
format, including survey control points and bench marks. The Contractor’s
surveyor shall locate, confirm and protect control points and preserve
permanent reference points during construction, including property pins
and survey monuments.
4.7
Reference Material
Geotechnical Assessment Report (See Appendix A)
A geotechnical assessment report prepared by Golder Associates is
contained in Appendix A. The report is provided as reference material only
and is not part of the Contract Documents. The report provides information
and recommendations for the design of the works and is prepared primarily
for the use of the Designer.
4.8
Traffic Management
The Contractor is responsible for the implementation of a traffic
management strategy that is acceptable to the Regional District of Central
Kootenay, the Town of Creston and the Ministry of Transportation and
Infrastructure. Additional traffic management requirements are identified
in the Special Provisions.
4.9
Incidental Items
This contract is intended to include all works necessary to complete the
project scope. Any items that are incidental to the project scope, as shown
on the drawings or described in the contract documents, are to be included
in the various unit prices on the Form of Tender.
4.10
The Owner may, at their sole discretion, choose to eliminate some or all
"DR41" PVC C905 Watermain from the project and replace it with
"DR32.5" PVC C905 Watermain. Should the Owner elect to make this
change, the 15% Variance Threshold Percentage for Unit Rate Item’s ‘4.1’,
‘4.2’, ‘4.5’ and ‘4.6’ will not be applicable. If the Owner makes this
change, applicable “DR32.5” Unit Rates will apply. There will be no
consideration for additional payment above the applicable ‘DR32.5’ Unit
Rates. This change, if made, will be formalized by way of Change Order
after the Award of the Contract.
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
FORM OF TENDER
FORM OF TENDER
PAGE 1 OF 3
2016
FOR USE WHEN UNIT PRICES FORM THE BASIS OF PAYMENT - TO BE USED ONLY WITH THE GENERAL CONDITIONS
AND OTHER STANDARD DOCUMENTS OF THE UNIT PRICE MASTER MUNICIPAL CONSTRUCTION DOCUMENTS.
The Regional District of Central Kootenay
Owner:
( NAME OF OWNER )
Arrow Creek Transmission Main – Phase 4 And Erickson Reservoir
Site Grading
Contract:
( TITLE OF CONTRACT )
11-5700-ERK-20
Reference No.
( OWNER’S CONTRACT REFERENCE NO. )
To Owner:
WE, THE
UNDERSIGNED:
1.1
have received and carefully reviewed all of the Contract
Documents, including the Instructions to Tenderers, the specified
edition of the “Master Municipal Construction Documents - General
Conditions, Specifications and Standard Detail Drawings” and the
following Addenda:
;
( ADDENDA, IF ANY )
ACCORDINGLY WE
HEREBY OFFER
1.2
have full knowledge of the Place of the Work, and the Work
required; and
1.3
have complied with the Instructions to Tenderers; and
2.1
to perform and complete all of the Work and to provide all the
labour, equipment and material all as set out in the Contract
Documents, in strict compliance with the Contract Documents; and
2.2
to achieve the Milestone Dates, including the dates for Substantial
Performance and Total Performance of the Work as listed in
Appendix 2 of this For of Tender; and
2.3
to do the Work for the price, which is the sum of the products of
the actual quantities incorporated into the Work and the
appropriate unit prices set out in Appendix 1, the “Schedule of
Quantities and Prices”, plus any lump sums or specific prices and
adjustment amounts as provided by the Contract Documents. For
the purposes of tender comparison, our offer is to complete the
Work for the “Tender Price” as set out on Appendix 1 of this Form
of Tender. Our Tender Price is based on the estimated quantities
listed in the Schedule of Quantities and Prices, and excludes GST.
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
FORM OF TENDER
FORM OF TENDER
PAGE 2 OF 3
2016
WE CONFIRM:
3.1
that we understand and agree that the quantities as listed in the
Schedule of Quantities and Prices are estimated, and that the
actual quantities will vary.
WE CONFIRM:
4.1
that the following appendices are attached to and form a part of this
tender:
WE AGREE:
5.1
4.1.1
the appendices as required by paragraph 5.3 of the
Instructions to Tenderers – Part II; and
4.1.2
the Bid Security as required by paragraph 5.2 of the
Instructions to Tenderers – Part II.
that this tender will be irrevocable and open for acceptance by the
Owner for a period of 30 calendar days from the day following the
Tender Closing Date and Time, even if the tender of another
tenderer is accepted by the Owner. If within this period the Owner
delivers a written notice (“Notice of Award”) by which the Owner
accepts our tender we will:
5.1.1
5.1.2
within 15 Days of receipt of the written Notice of Award
deliver to the Owner:
.1
a Performance Bond and a Labour and Material
Payment Bond, each in the amount of 50% of the
Contract Price, covering the performance of the Work
including the Contractor’s obligations during the
Maintenance Period, issued by a surety licensed to
carry on the business of suretyship in the province of
British Columbia, and in a form acceptable to the
Owner;
.2
a Baseline Construction Schedule, as provided by GC
4.6.1;
.3
a “clearance letter” indicating that the tenderer is in
Worksafe BC compliance;
.4
a copy of the insurance policies as specified in GC 24
indicating that all such insurance coverage is in place;
.5
a signed “Prime Contractor Declaration”
confirming requirements of GC 21.2;
.6
a suitable Business License;
form
within 2 Days of receipt of written “Notice to Proceed”, or
such longer time as may be otherwise specified in the
Notice to Proceed, commence the Work; and
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
FORM OF TENDER
5.1.3
WE AGREE:
6.1
FORM OF TENDER
PAGE 3 OF 3
2016
sign the Contract Documents as required by GC 2.1.2.
that, if we receive written Notice of Award of this Contract and,
contrary to paragraph 5 of this Form of Tender, we:
6.1.1
fail or refuse to deliver the documents as specified by
paragraph 5.1.1 of this Form of Tender; or
6.1.2
fail or refuse to commence the Work as required by the
Notice to Proceed,
then such failure or refusal will be deemed to be a refusal by us to
enter into the Contract and the Owner may, on written notice to us,
award the Contract to another party. We further agree that, as full
compensation on account of damages suffered by the Owner
because of such failure or refusal, the Bid Security shall be
forfeited to the Owner, in an amount equal to the lesser of:
6.1.3
the face value of the Bid Security; and
6.1.4
the amount by which our Tender Price is less than the
amount for which the Owner contracts with another party to
perform the Work.
OUR ADDRESS IS AS
FOLLOWS:
Phone:
Fax:
Attention:
This Tender is executed this
_______ day of ______________________, 20 ______.
Contractor:
(FULL LEGAL NAME OF CORPORATION, PARTNERSHIP OR INDIVIDUAL)
(AUTHORIZED SIGNATORY)
(AUTHORIZED SIGNATORY)
Regional Disctrict of Central Kootenay
UNIT PRICE CONTRACT
APPENDIX 1 SCHEDULE OF
QUANTITIES AND PRICES
Appendix 1
PAGE 1 OF 4
Arrow Creek Transmission Main – Phase 4 And Erickson Reservoir Site Grading
Reference # 11-5700-ERK-20
Form of Tender Appendix 1
QUANTITIES AND PRICES
Beam Road, 36th. Ave., Haskins
Road
Summary Sheet
Section
Title
1
General Requirements
2
Reservoir
3
Roads
4
Utilities
5
150mm watermain on Beam Road (Optional)
6
Additional Optional Items
Amount
Tender Price
GST %5
Tender Price plus GST
Tenderer's Initials
_____________________
March 1st, 2016
Regional Disctrict of Central Kootenay
UNIT PRICE CONTRACT
Payment Section Para
Item #
1
APPENDIX 1 SCHEDULE OF
QUANTITIES AND PRICES
Appendix 1
PAGE 2 OF 4
Item Description
Unit
Quantity
Unit Price
Amount
$20,000.00
$20,000.00
General Requirements
1.1
01 53 01
SSpec 1
Mobilization / De-Mobilization
l.s.
1
1.2
01 33 01
SSpec 2
Survey Layout and Project Record Documents
l.s.
1
1.3
01 55 00
SSpec 3
Traffic Control, Vehicle Access and Parking
l.s.
1
1.4
01 57 01
SSpec 4
Erosion and Sediment Control
l.s.
1
Sub-Total Division 1
2
Reservoir
2.1
31 11 01
SSpec 5
Clearing and Grubbing
l.s.
1
2.2
31 22 01
SSpec 6
Topsoil Stripping
m2
2385
2.3
31 22 01
SSpec 7
Mass Site Grading - Common Excavation - Excavation to
Embankment
m3
1725
2.5
31 23 17
SSpec 9
Rock Removal - To Embankment
m3
3840
m3
1330
2.7
31 24 13
Sspec 10
Rock Removal - To Offsite Disposal
2.8
33 11 01
1.8.1/.2
600mm diameter DR41 PVC Watermain
2.9
33 11 01
SSpec 12
2.10
33 11 01
2.11
33 11 01
2.12
l.m.
6
600 FxH Gate Valve
ea
2
SSpec 12
600 FxF Gate Valve
ea
1
SSpec 12
600F x 600H x 600F Tee
ea
2
33 11 01
SSpec 12
600mm diameter PVC Cap
ea
2
2.13
33 42 13
1.5.3
Storm Headwall
ea.
2
2.14
33 40 01
1.6.1/.2
2.15
33 44 01
1.5.1.1/.2
2.16
32 92 19
1.8.1/.2
450mm diamter SDR35 PVC Storm sewer
l.m.
70
1050mm diameter manhole c/w base, concrete riser, lid,
frame, and cover
ea.
3
Hydroseeding of disturbed areas following mass site
grading
m2
2600
Sub-Total Division 2
3
Roads
3.1
31 11 01
1.4.2
Tree Removal and Disposal
l.s.
1
3.2
32 11 16.1
1.4.3
Crushed Granular Sub-Base, 300mm thickness
m2
5446
3.3
32 11 23
1.4.2
Granular Base, 225mm thickness
m2
5067
3.4
32 12 16
SSpec 11
AC Pavement, 50mm thickness
m2
5018
Sub-Total Division 3
4
4.1
Utilities
33 11 01
1.8.1/.2
450mm diameter DR41 PVC C905 Watermain
l.m.
200
l.m.
134
4.2
33 11 01
1.8.1/.2
450mm diameter DR32.5 PVC C905 Watermain
4.3
33 11 01
1.8.1/.2
450mm diameter DR25 PVC C905 Watermain
l.m.
70
4.4
33 11 01
1.8.1/.2
600mm diameter DR25 PVC C905 Watermain
l.m.
780
4.5
33 11 01
1.8.1/.2
600mm diameter DR32.5 PVC C905 Watermain
l.m.
190
4.6
33 11 01
1.8.1/.2
600mm diameter DR41 PVC C905 Watermain
l.m.
998
4.7
33 11 01
1.8.5
150mm X 50mm diameter Blowoff Assembly as per MMCD
W8, c/w 1050mm x 300mm MH barrel, lid, frame & cover
ea.
1
4.8
33 11 01
1.8.4
25mm diameter water service: 100mm x 25mm service
saddle, corp stop, pipe, curb stop and all miscellaneous
fittings
ea
2
4.9
33 11 01
1.8.4
25mm diameter water service: 150mm x 25mm service
saddle, corp stop, pipe, curb stop and all miscellaneous
fittings
ea
3
4.10
33 11 01
1.8.4
50mm diameter water service: 150mm x 50mm service
saddle, corp stop, pipe, curb stop, coupler, and all
miscellaneous fittings
ea
9
4.11
33 11 01
1.8.4
50mm diameter twin water service: 100mm x 50mm
service saddle, 50mm corp stop, 15m x 50mm tubing,
50x25x25 Tee, 20m x 25mm tubing, 2-25mm curb stops, 2
marker posts
ea
1
Tenderer's Initials
_____________________
March 1st, 2016
Regional Disctrict of Central Kootenay
UNIT PRICE CONTRACT
Payment Section Para
Item #
APPENDIX 1 SCHEDULE OF
QUANTITIES AND PRICES
Item Description
Appendix 1
PAGE 3 OF 4
Unit
Quantity
4.12
33 11 01
1.8.4
50mm diameter twin water service: 150mm x 50mm
service saddle, 50mm corp stop, 15m x 50mm tubing,
50x25x25 Tee, 20m x 25mm tubing, 2-25mm curb stops, 2
marker posts
ea
2
4.13
33 11 01
1.8.4
50mm diameter water service: 600mm x 50mm service
saddle, corp stop, pipe, curb stop, coupler, and all
miscellaneous fittings
ea
4
4.14
33 11 01
1.8.4
75mm diameter water service: 150mm x 75mm service
saddle, 75mm gate valve, 75mm HDPE piping, and all
miscellaneous fittings
ea
1
4.15
33 11 01
SSpec 12
150H x 150H x 150H Tee
ea
3
4.16
33 11 01
SSpec 12
150mm Robar couplings
ea
6
4.17
33 11 01
1.8.1/.2
150mm Spool pieces flanged one end
ea
6
4.18
33 11 01
SSpec 12
150 FxF 45 degree bend
ea
2
4.19
33 11 01
SSpec 12
150 FxF gate valve
ea
2
4.20
33 11 01
SSpec 12
150 FxH gate valve
ea
3
4.21
33 11 01
SSpec 12
250FxF gate valve
ea
1
4.22
33 11 01
SSpec 12
250FxH 45 degree bend
ea
1
4.23
33 11 01
SSpec 12
250HxH 45 degree bend
ea
1
4.24
33 11 01
SSpec 12
250H x 250H x 150F Tee
ea
1
4.25
33 11 01
SSpec 12
250mm Robar couplings
ea
2
4.26
33 11 01
1.8.1/.2
250mm C900 PVC pipe
m
3
4.27
33 11 01
SSpec 12
450mm diameter mainline gate valves (all styles)
ea
2
4.28
33 11 01
SSpec 12
450mm HF 45 degree bend
ea
3
4.29
33 11 01
SSpec 12
450mm FH 11.25 degree bend
ea
1
4.30
33 11 01
SSpec 12
450mm FH 5 degree bend
ea
1
4.31
33 11 01
SSpec 12
600mm diameter mainline gate valve (all styles)
ea
3
4.32
33 11 01
SSpec 12
600mm HxH 45 degree bend
ea
7
4.33
33 11 01
SSpec 12
600mm HxF 45 degree bend
ea
3
4.34
33 11 01
SSpec 12
600mm HxH 22.5 degree bend
ea
7
4.35
33 11 01
SSpec 12
600mm HxH 11.25 degree bend
ea
1
4.36
33 11 01
SSpec 12
600mm HxH 5 degree bend
ea
1
4.37
33 11 01
SSpec 12
600F x 600F x 600F Tee
ea
1
4.38
33 11 01
SSpec 12
600H x 600H x 150H Tee
ea
3
4.39
33 11 01
SSpec 12
600H x 600H x 150F Tee
ea
2
4.40
33 11 01
SSpec 12
600H x 450F reducer
ea
1
4.41
33 11 01
SSpec 12
600H x 600H x 250F Tee
ea
1
4.42
33 11 01
1.8.5
Air Release Valve Assembly as per Detail 11 Dwg D102
ea.
1
4.43
33 11 01
1.8.9
Pipe Anchor Blocks as per MMCD Detail G8 Dwg D103
ea.
57
1.8.1/.2
Low Point Drain as per Detail 2 Dwg D101. Tee, bend and
gate valve are included in Fittings list above.
ea.
2
SSpec 13
Existing water system removals, salvage, disposal, and
decommissioning as shown on drawings
l.s.
1
SSpec 14
Relocate and reinstall existing water meter at 33rd
Avenue
ea.
1
SSpec 14
Relocate and reinstall existing water meter at 35th
Avenue
ea.
1
ea.
1
ea.
2
4.44
4.45
4.46
4.47
33 11 01
33 11 01
33 11 01
33 11 01
4.48
33 11 01
SSpec 14
Relocate and reinstall existing water meter at Sylvester
Road
4.49
33 11 01
SSpec 14
Relocate and reinstall existing water meter along Haskins
Road East
Tenderer's Initials
_____________________
Unit Price
Amount
March 1st, 2016
Regional Disctrict of Central Kootenay
UNIT PRICE CONTRACT
Payment Section Para
Item #
APPENDIX 1 SCHEDULE OF
QUANTITIES AND PRICES
Appendix 1
PAGE 4 OF 4
Item Description
Unit
Quantity
4.50
33 11 01
SSpec 15
Install new 50mm water meter along Haskins Road East
ea.
4
4.51
33 11 01
SSpec 15
Install new 150mm water meter along Haskins Road East
ea.
1
4.52
32 92 19
1.8.1/.2
Hydroseeding of disturbed areas following watermain
installation
m2
6000
Unit Price
Amount
Sub-Total Division 4
5
5.1
150mm Watermain on Beam Road (Optional)
33 11 01
1.8.1/.2
150mm diameter DR41 PVC C900 Watermain
l.m.
330
Sub-Total Division 5
6
Additional Optional Items
6.1
33 11 01
1.8.2/.3/.4
Install new water meter and chamber (MMCD Detail W2C)
on new 25mm water service
ea.
6
6.2
33 11 01
1.8.2/.3/.4
Install new water meter and chamber (MMCD Detail W2D)
on new 50mm water service
ea.
10
Sub-Total Division 6
Tenderer's Initials
_____________________
March 1st, 2016
REGIONAL DISTRICT OF CENTRAL
KOOTENAY
UNIT PRICE
APPENDIX 2 – PRELIMINARY CONSTRUCTION
SCHEDULE
APPENDIX 2
PAGE 1 OF 1
2016
CONTRACT
Arrow Creek Transmission Main – Phase 4 And Erickson Reservoir Site
Grading
Reference No.: 11-5700-ERK-20
( TITLE OF CONTRACT )
See paragraph 5.3.2 of the Instructions to Tenderers – Part II.
Indicate Schedule with bar chart with major item descriptions and time.
MILESTONE DATES:
nd
Anticipated Contract Award – April 22 , 2016
th
Construction Start – May 13 , 2016
th
Substantial Performance – Reservoir Site Grading – June 30 , 2016
th
Substantial Performance - Remainder of Work – September 30 , 2016
st
Total Performance – October 21 , 2016
ACTIVITY
CONSTRUCTION SCHEDULE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Note: In the case of a discrepancy between the Preliminary Construction Schedule prepared by the
Tenderer and the Milestone Dates prescribed by the Owner above, the Milestone Dates will govern.
Tenderer’s Initials
_______________________
20
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
APPENDIX 3 – EXPERIENCE OF SUPERINTENDENT
APPENDIX 3
PAGE 1 OF 1
2016
The Regional District of Central Kootenay
Arrow Creek Transmission Main – Phase 4 And Erickson Reservoir
Site Grading
Reference No.: 11-5700-ERK-20
( TITLE OF CONTRACT )
See paragraph 5.3.3 of the Instructions to Tenderers – Part II.
Name:
Experience:
Dates:
Project Name:
Responsibility:
References:
Dates:
Project Name:
Responsibility:
References:
Dates:
Project Name:
Responsibility:
References:
Dates:
Project Name:
Responsibility:
References:
Tenderer’s Initials
_______________________
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
APPENDIX 4 – COMPARABLE WORK EXPERIENCE
APPENDIX 4
PAGE 1 OF 1
2016
The Regional District of Central Kootenay
Arrow Creek Transmission Main – Phase 4 and Erickson Reservoir
Site Grading
Reference No.: 11-5700-ERK-20
( TITLE OF CONTRACT )
See paragraph 5.3.4 of the Instructions to Tenderers – Part II.
OWNER / CONTACT NAME
PROJECT
PHONE and FAX
Owner /
Contract
Phone
(
)
Fax
(
)
Phone
(
Owner /
Contract
)
Fax
(
)
Phone
(
Owner /
Contract
)
Fax
(
)
Phone
(
Owner /
Contract
)
Fax
(
)
Phone
(
Owner /
Contract
)
Fax
(
)
Phone
(
Owner /
Contract
)
Fax
(
)
Phone
(
Owner /
Contract
)
Fax
(
)
Phone
(
Owner /
Contract
)
Fax
(
)
Phone
(
Owner /
Contract
)
Fax
(
)
Phone
)
Fax
(
)
Owner /
Contract
Tenderer’s Initials
(
_____________________________
WORK
DESCRIPTION
VALUE ($)
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
APPENDIX 5
PAGE 1 OF 1
2016
APPENDIX 5 - SUBCONTRACTORS
The Regional District of Central Kootenay
Arrow Creek Transmission Main – Phase 4 And Erickson Reservoir
Site Grading
Reference No.: 11-5700-ERK-20
( TITLE OF CONTRACT )
See paragraph 5.3.5 of the Instructions to Tenderers – Part II.
TENDER ITEM
Tenderer’s Initials
TRADE
SUBCONTRACTOR NAME
_______________________
PHONE NUMBER
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
FORM OF AGREEMENT
FORM OF AGREEMENT
PAGE 1 OF 7
2016
(FOR USE WHEN UNIT PRICES FORM THE BASIS OF PAYMENT TO BE USED ONLY WITH THE GENERAL CONDITIONS AND
OTHER STANDARD DOCUMENTS OF THE UNIT PRICE MASTER MUNICIPAL CONSTRUCTION DOCUMENTS.)
BETWEEN OWNER AND CONTRACTOR
This agreement made in duplicate this
day of
Contract:
, 2016.
ARROW CREEK TRANSMISSION MAIN – PHASE 4 AND ERICKSON
RESERVOIR SITE GRADING
( TITLE OF CONTRACT )
Reference No. 11-5700-ERK-20
(OWNER’S CONTRACT REFERENCE NO.)
BETWEEN:
The
The Regional District of Central Kootenay
( NAME OF OWNER )
(the “Owner”)
AND:
( NAME AND OFFICE ADDRESS OF CONTRACTOR )
(the “Contractor”)
The Owner and the Contractor agree as follows:
Article 1 The Work
Start /
Completion
Dates
1.1
The Contractor will perform all Work and provide all labour,
equipment and material and do all things strictly as required by the
Contract Documents.
1.2
The Contractor will commence the Work in accordance with the
Notice to Proceed. The Contractor will proceed with the Work
diligently, will perform the Work generally in accordance with the
construction schedules as required by the Contract Documents and
will achieve the Milestone Dates, including Substantial Performance
and Total Performance of the Work on or before the dates listed in
Appendix 2 of the Form of Tender, subject to the provisions of the
Contract Documents for adjustments to the Contract Time.
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
Article 2 Contract
Documents
Article 3 Contract
Price
Article 4 Payment
FORM OF AGREEMENT
FORM OF AGREEMENT
PAGE 2 OF 7
2016
1.3
Time shall be of the essence of the Contract.
2.1
The “Contract Documents” consist of the documents listed or
referred to in Schedule 1, entitled “Schedule of Contract
Documents”, which is attached and forms a part of this Agreement,
and includes any and all additional and amending documents
issued in accordance with the provisions of the Contract
Documents. All of the Contract Documents shall constitute the
entire Contract between the Owner and the Contractor.
2.2
The Contract supersedes all prior negotiations, representations or
agreements, whether written or oral, and the Contract may be
amended only in strict accordance with the provisions of the
Contract Documents.
3.1
The price for the Work (“Contract Price”) shall be the sum in
Canadian dollars of the following
1.1.1
the product of the actual quantities of the items of Work listed in
the Schedule of Quantities and Prices which are incorporated into
or made necessary by the Work and the unit prices listed in the
Schedule of Quantities and Prices; plus
1.1.2
all lump sums, if any, as listed in the Schedule of Quantities and
Prices, for items relating to or incorporated into the Work; plus
1.1.3
any adjustments, including any payments owing on account of
Changes and agreed to Extra Work, approved in accordance with
the provisions of the Contract Documents.
3.2
The Contract Price shall be the entire compensation owing to the
Contractor for the Work and this compensation shall cover and
include all profit and all costs of supervision, labour, material,
equipment, overhead, financing, and all other costs and expenses
whatsoever incurred in performing the Work.
4.1
Subject to applicable legislation and the provisions of the Contract
Documents, the Owner shall make payments to the Contractor.
4.2
If the Owner fails to make payments to the Contractor as they
become due in accordance with the terms of the Contract
Documents then interest calculated at 2% per annum over the
prime commercial lending rate of the Royal Bank of Canada on
such unpaid amounts shall also become due and payable until
payment. Such interest shall be calculated and added to any unpaid
amounts monthly.
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
Article 5 Rights and
Remedies
Article 6 Notices
FORM OF AGREEMENT
FORM OF AGREEMENT
PAGE 3 OF 7
2016
5.1
The duties and obligations imposed by the Contract Documents
and the rights and remedies available thereunder shall be in
addition to and not a limitation of any duties, obligations, rights and
remedies otherwise imposed or available by law.
5.2
Except as specifically set out in the Contract Documents, no action
or failure to act by the Owner, Contract Administrator or Contractor
shall constitute a waiver of any of the parties’ rights or duties
afforded under the Contract, nor shall any such action or failure to
act constitute an approval of or acquiescence in any breach under
the Contract.
6.1
Communications among the Owner, the Contract Administrator and
the Contractor, including all written notices required by the Contract
Documents, may be delivered by hand, or by fax, or by pre-paid
registered mail to the addresses as set out below:
The Owner:
The Regional District of Central Kootenay
202 Lakeside Drive
Nelson, BC V1L 5R4
Fax:
250‐352‐9300
Attention:
Jeff Phillips, Project Manager
The Contractor:
Fax:
Attention:
The Contract Administrator:
MMM Group Limited
540 Leon Avenue
Kelowna, BC V1Y 6J6
6.2
Fax:
(250) 862-4849
Attention:
Jim Roe
A communication or notice that is addressed as above shall be
considered to have been received
1.1.4
immediately upon delivery, if delivered by hand; or
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
FORM OF AGREEMENT
FORM OF AGREEMENT
PAGE 4 OF 7
2016
1.1.5
immediately upon transmission if sent by fax and received in hard
copy; or
1.1.6
after 5 Days from date of posting if sent by registered mail.
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
Article 7 General
FORM OF AGREEMENT
FORM OF AGREEMENT
PAGE 5 OF 7
2016
6.3
The Owner or the Contractor may, at any time, change its address
for notice by giving written notice to the other at the address then
applicable. Similarly if the Contract Administrator changes its
address for notice then the Owner will give or cause to be given
written notice to the Contractor.
6.4
The sender of a notice by fax assumes all risk that the fax is
received in hard copy.
7.1
This Contract shall be construed according to the laws of British
Columbia.
7.2
The Contractor shall not, without the express written consent of the
Owner, assign this Contract, or any portion of this Contract.
7.3
The headings included in the Contract Documents are for
convenience only and do not form part of this Contract and will not
be used to interpret, define or limit the scope or intent of this
Contract or any of the provisions of the Contract Documents.
7.4
A word in the Contract Documents in the singular includes the
plural and, in each case, vice versa.
7.5
This agreement shall ensure to the benefit of and be binding upon
the parties and their successors, executors, administrators and
assigns.
IN WITNESS WHEREOF the parties hereto have executed this Agreement
the day and year first written above.
Contractor:
(FULL LEGAL NAME OF CORPORATION, PARTNERSHIP OR INDIVIDUAL)
(AUTHORIZED SIGNATORY)
(AUTHORIZED SIGNATORY)
Owner:
The Regional District of Central Kootenay
(FULL LEGAL NAME OF CORPORATION, PARTNERSHIP OR INDIVIDUAL)
(AUTHORIZED SIGNATORY)
(AUTHORIZED SIGNATORY)
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
FORM OF AGREEMENT
FORM OF AGREEMENT
PAGE 6 OF 7
2016
(INCLUDE IN LIST ALL DOCUMENTS INCLUDING, IF ANY, SUPPLEMENTARY GENERAL CONDITIONS,
SUPPLEMENTARY SPECIFICATIONS, SUPPLEMENTARY STANDARD DETAIL DRAWINGS.)
Schedule 1 Schedule
of Contract
Documents
The following is an exact and complete list of the Contract Documents, as
referred to in Article 2.1 of the Agreement.
NOTE: The documents noted with “*” are contained in the “Master Municipal
Construction Documents – Platinum Edition Volume II”, Printed 2009. All
sections of these publications are included in the Contract Documents.
1.1
Agreement, including all Schedules;
1.2
Supplementary General Conditions;
1.3
Special Provisions;
1.4
General Conditions*;
1.5
Supplementary Specifications;
1.5.1 Project Specific Supplementary Specifications;
1.6
Specifications*;
1.7
Supplementary Standard Detail Drawings;
1.8
Standard Detail Drawings*;
1.9
MMCD Supplemental Updates (available at www.mmcd.net);
All – up to and including March 1st, 2016
1.10
Executed Form of Tender, including all Appendices;
1.11
Contract Drawings listed in Schedule 2 to the Agreement –”List of
Contract Drawings”;
1.12
Instructions to Tenderers - Part I;
1.13
Instructions to Tenderers - Part II*;
1.14
The following Addenda (if any):
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
FORM OF AGREEMENT
PAGE 7 OF 7
FORM OF AGREEMENT
2016
(COMPLETE LISTING OF ALL DRAWINGS, PLANS AND SKETCHES WHICH ARE TO FORM A PART OF THE CONTRACT,
OTHER THAN STANDARD DETAIL DRAWINGS AND SUPPLEMENTARY STANDARD DETAIL DRAWINGS.)
Schedule 2 List of
Contract
Drawings
TITLE
DRAWING
NO.
DATE
REVISION
NO.
REVISION
DATE
000
2011/12/19
G
Project Overview
G000
2011/12/19
G
2016/03/01
2016/03/01
General Notes
G001
2011/12/19
G
2016/03/01
Key Plan – South
C100
2011/12/19
G
2016/03/01
South Watermain
Plan – Profile (Sta. 0+620 – 0+920)
C103
2011/12/19
G
Beam Road Distribution Main
Plan - Profile (Sta. 0+620 – 0+920)
C103A
2011/12/19
D
South Watermain
Plan – Profile (Sta. 0+920 – 1+220)
C104
2011/12/19
G
Beam Road Distribution Main
Plan - Profile (Sta. 0+920 – 1+220)
C104A
2011/12/19
D
South Watermain
Plan – Profile (Sta. 1+220 – 1+530)
C105
2011/12/19
G
South Watermain
Plan – Profile (Sta. 1+530 – 1+840)
C106
2011/12/19
G
South Watermain
Plan – Profile (Sta. 1+840 – 2+120)
C107
2011/12/19
G
South Watermain
Plan – Profile (Sta. 2+120 – 2+420)
C108
2011/12/19
G
South Watermain
Plan – Profile (Sta. 2+420 – 2+740)
C109
2011/12/19
G
South Watermain
Plan – Profile (Sta. 2+740 – Ph.2 Tie-in)
C110
2011/12/19
G
Erickson Reservoir Site Plan
R100
2012/05/14
B
2016/03/01
Erickson Reservoir Site Plan and Profiles
R101
2012/05/14
B
2016/03/01
Erickson Reservoir Sections
R102
2012/05/14
B
2016/03/01
Details
D101
2011/12/19
F
2016/03/01
Details
D102
2011/12/19
F
2016/03/01
Details
D103
2011/12/19
F
2016/03/01
Cover Sheet
2016/03/01
2016/03/01
2016/03/01
2016/03/01
2016/03/01
2016/03/01
2016/03/01
2016/03/01
2016/03/01
2016/03/01
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
SUPPLEMENTARY GENERAL CONDITIONS
PAGE 1 OF 6
2016
The General Conditions for this project are contained in the Master Municipal Construction Documents
(MMCD) Platinum Edition Volume II, 2009, except as specified in the following Supplementary General
Conditions and MMCD Supplemental Updates (see Schedule 1 of the Agreement). These Supplementary
General Conditions take precedence over the applicable MMCD General Conditions.
1.0
DEFINITIONS
SGC 1.21 – Contract Administrator
SGC 1.21.1 – Delete 1.21.1 and replace with the following:
“Contract Administrator” means the person appointed by the Owner and identified by the Owner
in writing to the Contractor. The Contract Administrator may be the Owner’s Engineer, other
employee or officer, or may be an outside consultant.
4.0
CONTRACTOR
SGC 4.3 – Protection of Work, Property and the Public
SGC 4.3.4 – Add the following paragraph:
(4) expose all connection points and crossing locations for proposed utilities at least one week prior
to construction at each site and notify the Contract Administrator of the exact location and
elevation of the connection points and crossing utilities for design confirmation. If this
confirmation is not completed as specified then the Contractor will not be eligible for any delay
claims or extra costs incurred by conflicts or changes necessary to complete the related
operations. Payment for pre-exposing of utilities will be incidental to payment for utility work
unless shown otherwise in the Schedule of Quantities and Prices.
SGC 4.7 – Superintendent
SGC 4.7.1 – Delete 4.7.1 and replace with the following:
The Contractor shall employ a competent senior representative at the Place of the Work (the
“Superintendent”) who shall have the responsibility to ensure that the Work is performed in
compliance with the Contract Documents. Unless otherwise permitted in writing by the Contract
Administrator, the Superintendent shall be the person whose experience was submitted in Appendix
3 of the Tender. The Contractor shall also employ necessary assistants for the Superintendent and
the Superintendent and assistants shall be in attendance at the Place of Work while Work is being
performed.
SGC 4.12 – Tests and Inspections
SGC 4.12.4 – Add the following:
As a minimum, the Contractor shall perform at their own cost all tests, inspections and approvals of
the Work necessary for Quality Control to ensure materials, products and workmanship are in strict
conformance with the Contract Documents. The Contractor shall provide the results of such tests,
inspections and approvals to the Contract Administrator upon request. This is considered incidental
to the project and so no separate unit rate is included for this requirement.
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
SUPPLEMENTARY GENERAL CONDITIONS
PAGE 2 OF 6
2016
SGC 4.12.6 (2) – Add the following:
In all cases, the Contractor is responsible to facilitate and provide access to all Works for the
purpose of inspection and testing.
6.0
OTHER CONTRACTORS
SGC 6.1.1 – Add the following:
The Contractor shall afford the Owner and any such Other Contractors reasonable opportunity for
the introduction and storage of their materials and the execution of their work. The Contractor shall
not commit or permit any act which will interfere with the performance of the work of the Owner or
Other Contractors.
SGC 6.1.2 – Add the following:
If the Contractor fails to cooperate with or coordinate the Work with the work of the Owner or Other
Contractors, he shall not make any claims founded on delays or costs which have resulted from
such failure and he shall save the Owner harmless from all claims made by Other Contractors,
which are founded on delays caused by such failure.
Copies of Drawings and Specifications relating to another contract and reasonably required by the
Contractor will be furnished to the Contractor on request, for his information in carrying out the
above provisions
SGC 6.4 – Shallow Utility Work and Work by Others – Add the following:
6.4.1 Utility removal, relocation, adjustment or upgrading work may be required to be completed
by others within the work area during the project. The Owner reserves the right to make
changes in the design and scope of the work as a result of conflicting utilities if required.
Standard Contract clauses for Changes will apply.
6.4.2
9.0
The Contractor shall coordinate work with the RDCK, the Town of Creston, Gas, Electrical
and Communication Companies, as required, for any conflicts, adjustments or protective
measures. The Contractor shall permit and accommodate other contractors or companies
working within the site on shallow utility work or other utility improvements. Contractor shall
remain the Prime Contractor as per GC 21.2.
VALUATION OF CHANGES AND EXTRA WORK
9.4
Quantity Variations
GC 9.4, in its entirety, is not applicable to Unit Rate Item’s: ‘4.1, ‘4.2’, ‘4.5’, and ‘4.6’.
9.5
Adjustments of Contract Time
SGC 9.5.3 – Delete 9.5.3 and replace with the following:
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
SUPPLEMENTARY GENERAL CONDITIONS
PAGE 3 OF 6
2016
9.5.3 The Construction Schedule shall include allowance for all Optional Work unless specified
otherwise in the Contract Documents. If the Contract Administrator authorizes Optional
Work pursuant to GC 7.4.1 then the related Change Order shall not include any adjustment
to the Contract Time.
10.0 FORCE ACCOUNT
SGC 10.1 – Force Account Costs
SGC 10.1 – Add the following subsections:
10.1.2 Within 15 Days of receipt of the written Notice of Award, the Contractor shall deliver a Force
Account Rate Schedule to the Owner. The Force Account Rate Schedule shall include
hourly rates for all Labour and Equipment intended to be used in completion of the works.
These hourly rates are to be 'all‐inclusive', or 'all‐found'. Labour rates are to be inclusive of
wages, insurance, holiday pay, benefits, small tools, overhead, and profit. Equipment rates
are to be inclusive of operator, overhead, and profit.
If the Owner is in agreement with the Force Account Rate Schedule as submitted, the
payment for Force Account Work shall be calculated based on the rates included in the
Force Account Rate Schedule, instead of the rates noted in General Conditions item 10.1.1.
However, if the Owner does not agree to the rates shown in the Force Account Rate
Schedule, or if the Contractor utilizes Labour, Equipment, or Subcontractors whose rates are
not shown in the Force Account Rate Schedule, then MMCD items 10.1.1 (1), (2), (3), and
(4) will be used to determine applicable payment for Force Account Work.
13.0 DELAYS
SGC 13.1 – Delay by Owner or Contract Administrator
SGC 13.1.1 (2) – Delete 13.1.1 (2) and replace with the following:
13.1.1 (2) reimbursement by the Owner for directly related out of pocket additional costs reasonably
and necessarily incurred by the Contractor as a result of such delay, plus payment of a
markup of 10% on such costs shall be allowed for overhead, plus a further markup of
10% on the total of the foregoing shall be allowed for profit. No payment shall be owed for
lost opportunity of other indirect cost. Internal rentals and equipment standby costs are
not an out of pocket additional cost.
SGC 13.9 – Liquidated Damages for Late Completion
Delete GC 13.9.1 (1) and replace with the following:
13.9.1(1) as a genuine pre-estimate of the Owner’s increased costs for the Contract Administrator
and the Owner’s staff caused by such a delay an amount of $1,500.00 per day or pro rata
portion for each Day that the actual Substantial Performance is achieved after the
Substantial Performance Milestone Date; plus
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
18.0
SUPPLEMENTARY GENERAL CONDITIONS
PAGE 4 OF 6
2016
PAYMENT
SGC 18.2 – Supporting Documentation
SGC 18.2.3 – Add the following clause:
18.2.3 The Contractor shall provide an invoice in agreement with a finalized Payment Certificate.
The invoice will accompany the Payment Certificate, and will be submitted by the Contract
Administrator to the Owner for payment.
SGC 18.5 - Payment
SGC 18.5.1 – Delete GC 18.5.1 and replace with the following:
18.5.1 The net amount shown for payment on a Payment Certificate (and accompanying invoice
per SGC 18.2.3) shall be due and payable to the Contractor on or before the 30th calendar
day after the issuance of the Payment Certificate.
SGC 18.6 – Substantial Performance
SGC 18.6.4 – Delete GC 18.6.4 and replace with the following:
18.6.4 The Contract Administrator shall include the date of Substantial Performance in the
Certificate of Substantial Performance. The date for Total Performance shall be the set
number of Days after Substantial Performance as listed in Appendix 2 of the Form of
Tender, unless otherwise agreed by the Contract Administrator.
SGC 18.6.5 – Add the following:
The Contract Administrator shall prepare a Payment Certificate for release of the lien holdback and
the amount shall be due and payable in accordance with GC 18.5.1. The Contractor shall submit an
invoice to the Regional District of Central Kootenay for the release.
SGC 18.7 – Total Performance
SGC 18.7.4 – Add the following clause:
If the Total Performance is not achieved on the date as outlined in SGC 18.6.4, upon written
notification to the Contractor, the Owner may complete or cause to be completed any and all
outstanding deficiencies. All resulting costs incurred by the Owner in completing the Work,
including administration and inspection costs, will be deducted from the amounts owing by the
Owner to the Contractor.
21.0
WORKERS COMPENSATION REGULATIONS
SGC 21.2 – Contractor is “Prime Contractor”
SGC 21.2 – Add the following clause:
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
SUPPLEMENTARY GENERAL CONDITIONS
PAGE 5 OF 6
2016
21.2.2 Prior to the issuance of the Notice to Proceed, the Contractor shall sign and submit a Prime
Contractor Agreement form (to be provided by the Contract Administrator), acknowledging
acceptance and understanding of the requirements and obligations of the Prime Contractor
role. If at any time the Contractor believes he is no longer acting as the Prime Contractor,
due to multiple contractors or other factors, written notification must be provided by the
Contractor to the Contract Administrator. An investigation will then be completed and the
Prime Contractor status will be confirmed or amended as warranted.
22.0
INDEMNIFICATION
SGC 22.1 – Contractor to Indemnify
SGC 22.1.1 - Delete GC 22.1.1 and replace with the following:
22.1.1 The Contractor releases, indemnifies and saves harmless the Owner (The Regional District
of Central Kootenay) and its elected officials, officers, employees, contractors, consultants,
solicitors, assigns and agents from and against all claims, demands, actions, proceedings,
suits, loss, damage, costs (including legal costs), fines, penalties, charges and expenses (in
this section collectively "Claims") which the Owner may incur, suffer or be put to arising out
of or in connection with this Agreement or acts or omissions of the Contractor under this
Agreement, including:
a. those arising out of or in connection with any loss or damage to persons (including bodily
injury and death) or property as a result of or in connection with, directly or indirectly, this
Agreement,
b. economic loss,
c. those arising from a breach by the Contractor/Consultant of any of its agreements,
representations, warranties or covenants set forth in this Agreement,
provided, however, that this obligation to indemnify the Owner shall not apply to Claims to
the extent, if any, to which they may arise from the wrongful or negligent act or failure to act
of the Owner or from any Owner breach of this Agreement. Without limitation, the Contractor
shall promptly pay the Owner in respect of any Claims recoverable by a third party from the
Owner or the property of the Owner.
SGC 22.1.2 - Add the following:
22.1.2 The Contractor shall indemnify the Owner from third party liability with respect to health care
costs recoverable under the Health Care Costs Recovery Act arising out of the Contractor’s
performance of the Contract Work.
24.0
INSURANCE
SGC 24.1 Required Insurance
SGC 24.1.1(1) - Increase the automobile liability insurance from $3,000,000 to $5,000,000 each
occurrence, all inclusive on owned, non-owned or hired vehicles.
SGC 24.1.1(4) – Add the following clause:
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
SUPPLEMENTARY GENERAL CONDITIONS
PAGE 6 OF 6
2016
24.1.1(4) Contractor’s Pollution Liability or Environmental Impairment Liability with a limit of not less
than One Million ($1,000,000.00) Dollars per occurrence for claims arising from bodily
injury, death, or property damage caused or alleged to be caused by a spill, discharge,
emission, dispersal, seepage, leakage, migration, release or escape of pollutants in or
upon land, the atmosphere, drainage or sewage system, watercourse or body of water
arising out of the performance of this contract.
SGC 24.1.6 – Add the following clause:
24.1.6 Notwithstanding anything contained elsewhere herein, it is understood and agreed that the
Owner shall not be liable for any loss or damage to the Contractor’s equipment including
loss of use thereof.
26.0
EARLY USE OF THE WORKS
SGC 26.3– Effect on Maintenance Period
Delete GC 26.3.1 and replace with the following:
26.3.1 There will be no effect on the Maintenance Period if the Owner takes over and begins to use
a portion of the Work before Substantial Performance is achieved. The Maintenance Period
for all Work shall commence from the date of Substantial Performance of the Contract.
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
SS
PAGE 1 OF 1
SUPPLEMENTARY SPECIFICATIONS
2016
The Construction Specifications for this project are contained in the Master Municipal Construction
Documents (MMCD) Platinum Edition Volume II, 2009, except as specified in the following Supplementary
Specifications and MMCD Supplemental Updates (see Schedule 1 of the Agreement). These
Supplementary Specifications take precedence over the applicable MMCD Specifications.
CONTENTS
Project Specific Supplementary Specifications
Section 01 10 00S
Section 01 29 00S
Section 02 41 14S
Special Provisions
Supplemental Payment Procedures
Site Demolition and Salvage
No. of Pages
10
3
3
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1.0
2.0
Section 01 33 01
SPECIAL PROVISIONS
SECTION 01 10 00S
PAGE 1 OF 9
2016
Project Record Documents
1.7
Recording Actual Site Conditions, Add the following:
.6
Contractor to complete and submit a complete digital survey of all Work in AutoCAD format
prior to Substantial Performance. Survey data shall include all visible and nonvisible
construction items, including but not limited to manholes, inspection chambers, inverts, end
stakes, valves, hydrants, curb stops, street lights, junction boxes, concrete curbs (horizontal
and vertical transitions) and extent of sidewalk works. The survey shall include buried items,
such as pipe inverts, bends, deflections and pipe crossings.
.7
The Contractor shall be responsible for the cost of verifying non-disturbance or replacing any
legal survey pins or monuments damaged during construction operations. In the event that
the Contractor requires the removal of any legal survey markers for the purpose of the Work,
the Contractor must receive written consent from the Contract Administrator and the pin
must be adequately referenced by a BCLS prior to removal.
Section 01 52 01
Temporary Structures – Site Office
Delete 1.3.1, no Site Office is required for the Contract Administrator.
3.0
Section 01 55 00
Traffic Control, Vehicle Access and Parking
1.4
Traffic Control, Add the following
.14
The Contractor will be required to provide a Traffic Control Plan for each stage of
construction, as described in the MoTI Traffic Control Manual for Work on Roadways (latest
edition). The Traffic Control Plan must be submitted to the Contract Administrator for review
and approval 5 Days prior to commencement of work in each stage. No work can
commence in the particular stage of construction until the Traffic Management Plan has
been approved by the Contract Administrator.
.15
All construction signage and traffic control must be in compliance with the Contract
Documents, MOTI Manual, and as directed by the Contract Administrator. All signage,
barricades, delineators and garments must comply with MoTI Technical Circular T09-05 for
Retro-Reflectivity.
.16
The Contractor shall designate a Traffic Control Supervisor responsible for site safety
(pedestrian, cyclist and vehicles) with specific training as identified in the MoTI Traffic
Control Manual. The Traffic control Supervisor and the Site Inspector will review signage
identified in the Contractor's Traffic Plan prior to construction on each stage and on a daily
basis. The Traffic Control Supervisor shall maintain a Traffic Control Log Book as required
by the MoTI Manual to facilitate a safe traffic control system for dynamic and static
construction zone operation.
.17
The Contractor will be required to provide the Contract Administrator and Owner with a
weekly notice of planned road or block closures, for review, before being passed on to local
media outlets.
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SPECIAL PROVISIONS
SECTION 01 10 00S
PAGE 2 OF 9
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.18
In addition to the Public Notice required in Section 01 58 01, the Contractor shall provide
additional written notice to residents and businesses two days prior to access closures or
restrictions. The content and form of the written notifications shall be reviewed and approved
by the Contract Administrator prior to delivery. Emergency access and pedestrian access to
all businesses and residences shall be maintained at all times. Vehicle access for business
and residential properties shall be maintained at all times unless otherwise approved by the
Contract Administrator. Suitable access shall have a minimum lane width of 3.0m and be
defined as a bladed and comfortable driving surface, free of potholes and other
impediments, sufficient to accommodate a standard two-wheel drive passenger vehicle at a
speed of 20 km/h.
.19
The Contractor shall provide daily/weekly notification and coordination with all emergency
and public services, including but not limited to fire, police, ambulance, transit, garbage
collection and Canada Post. If regular recycling or garbage collection is impeded due to
construction activity, the Contractor shall ensure that recycling and garbage is removed from
the curbside and disposed of.
.20
The Contractor shall make provision at all times for adequate separation between public and
work area hazards, active and inactive, such as construction equipment, excavations and
equipment by means of delineation, barricades and fencing. Applicable traffic control
devices used for night time service must have ASTM9 equivalent or diamond grade
equivalent reflectivity and flashing beacons. Where equipment enters or exists in the work
area, Traffic Control Persons shall be used.
.21
The Site Inspector is to approve any trenches left open overnight. These trenches shall be
fenced, in conjunction with reflectorized signs, barricades and flashers. Any trenches left
open overnight shall not disrupt access to or cause any other service inconvenience to any
dwelling, business or pedestrian walkway.
.22
The Contractor shall utilize H-20 traffic load steel plates for emergency crossings or other
short term trench or excavation crossings required for access purposes.
.23
Working hours shall be in accordance with the local bylaws unless otherwise approved by
the Contract Administrator.
.24
All regulatory signs that are affected by the work must be removed and replaced by Town or
MOTi crews only (i.e. stop signs, speed zone signs, etc.). Contractor to provide 7 days
written notice to Contract Administrator for sign removal.
.25
All affected roads shall be swept and have dust control applied as conditions warrant or as
directed by the Contract Administrator.
.26
Long Weekends – no intersection closures will be allowed from noon on the Friday
preceding the long weekend to 7am on the day following the long weekend.
.27
Where intersections are closed to allow for construction, turnarounds must be implemented
on each street to allow for cars to make a u-turn as they approach the affected intersection.
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.28
4.0
.5
SECTION 01 10 00S
PAGE 3 OF 9
2016
Two Dynamic Message Signs (DMS) are to be provided by the contractor and utilized from 7
days before construction begins up until Total Performance. Both signs will be located on
Highway 3, one east of the work site and one west of the work site.
Section 01 57 01
1.2
SPECIAL PROVISIONS
Environmental Protection
Temporary Erosion and Sediment Controls, Add the following:
Sediment Control Plan:
.1 The Contractor shall provide a “Sediment Control Plan” to the Contract Administrator a
minimum of one week prior to commencement of construction. No work can proceed
until the plan has been approved by the Contract Administrator.
1.4.3 Environmental Protection, .3 Pollution Control, Add the following:
.5
Ensure proper containment and disposal of concrete wash water.
.6
Prepare written Spill Contingency Plan prior to commencement of construction activities.
Spill Contingency Plan shall include the following:
.1
Provisions for secondary containment for all stationary bulk fuelling tanks, equipment
washing and maintenance areas. Secondary containment for fuelling tanks must be a
minimum 110% of the volume of the tank or 40% of the volume of all containers
stored, whichever is the greater volume.
.2
Spill Kits and protective equipment that include absorbent pads, booms, etc. for
containing and mopping up small spills, and gloves, coveralls, shovels, containers, etc.
to use to mop up spilled substances.
.3
Segregation and disposal procedures (or contingency plan) for contaminated soils
and/or contaminated groundwater.
.4
Reporting procedure that includes “reportable volumes” and numbers to call in the
event of a spill. For example, spills of oil or diesel fuel equal to or in excess of 100 L
must be reported to the Provincial Emergency Program (PEP) at 1.800.663.3456.
When calling PEP be prepared to answer the following:
•
•
•
•
•
•
•
•
Your name and contact phone number;
Name and telephone number of the person who caused the spill;
Location and time of the spill;
Type and quantity of the substances spilled;
Cause and effect of the spill;
Details of action taken or proposed;
Description of the spill location and surrounding area;
Names of the agencies on scene; and
REGIONAL DISTRICT OF
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•
.5
5.0
6.0
SPECIAL PROVISIONS
SECTION 01 10 00S
PAGE 4 OF 9
2016
Name of other persons or agencies advised concerning the spill.
Small spills may be dealt with by the Contractor provided equipment is available (may
be sub-contractor like NEWALTA) to contain and clean-up the spilled substances and
all soils affected by the spill. Any spill to a surface water or sewer utility must be
reported to the Fire Hall Dispatch at 250-428-4321, or use 911 in any emergency
situations where response times are critical.
Section 01 58 01
Project Identification
1.2.2
Public Notice, Delete 1.2.2.1 Public Notice and replace with the following:
.1
The Contractor shall be responsible for notifying, in writing, all residents and businesses
affected by the proposed construction within the project limits and affected area. This
notification shall be done on a block by block basis, with each occupied parcel contacted 7
days in advance of construction in the particular area or block. The content and form of the
written notification shall be reviewed by the Contract Administrator and the Contractor shall
incorporate any modifications or comments made into the notification prior to issuance.
.2
The written notice shall include an invitation for business owners and residents to meet the
Contractor’s Superintendent and Resident Inspector at a brief street meeting prior to the
commencement of the work in the particular block. Suggested time for the residential street
meetings are 6:00 pm to 6:30 pm.
Section 31 05 17
Aggregates and Granular Materials
1.3 Approvals, Add the following:
.5
7.0
Crushing and /or screening of granular aggregates for this or other projects shall not be
permitted within the project area or on any road right-of-way.
Section 31 23 01
Excavating, Trenching and Backfilling
1.7 Disposal, Add the following:
.2
Waste and/or excess clean excavated material and concrete not exceeding 300mm in
maximum dimension may be disposed of on private property only upon approval from the
property owner and provided it is legal and all necessary permits and approvals have been
obtained and all necessary fees paid. Either the Owner or the Contract Administrator may
request that a copy of the agreement between the Contractor and private property owner be
provided by the Contractor. Such request does not constitute approval of the agreement as
neither the Owner nor the Contract Administrator will be a party to the agreement.
3
Asbestos Cement (AC) pipe shall be separated from other waste and removed and disposed
of at the Contractor’s expense in accordance with WorkSafeBC requirements and Special
Waste Provisions of the Waste Management Act.
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
8.0
Section 33 11 01
SPECIAL PROVISIONS
SECTION 01 10 00S
PAGE 5 OF 9
2016
Waterworks
3.19
Testing Procedures, Add the following:
.7
Minimum test pressure at the highest point of the new watermain to be 1035 kPa (150 psi).
.8
As per the standards within “AWWA M23”, “AWWA C605” and the MMCD Platinum
Edition, Contractor to provide the Contractor Administrator a written plan that identifies the
Contractor’s pressure testing methods and procedures. This plan is to be submitted at least
one week prior to pressure testing. No pressure testing can commence until the plan has
been approved by the Contract Administrator.
3.21 Disinfection and Flushing Procedures, Add the following:
.10
As part of disinfection and bacteriological testing efforts, the contractor may need to install
temporary works to accommodate minimum flushing velocities (oversized blow-offs). This is
considered incidental to the work. No additional payment for this will be approved.
.11
Super-chlorinated water will need to be fully de-chlorinated prior to release. The preferred
location for release of the de-chlorinated water is into the ditch on the north side of Beam
Road at approximately station 1+470. At a minimum of one week before flushing, the
Contract Administrator will require a written plan from the Contractor that identifies dechlorination and flushing methods and procedures. No flushing can commence until the
plan has been approved by the Contract Administrator.
.12
As there are no testing labs in the vicinity of the project, bacteriological samples may need
to be couriered to an accredited lab. It is up to the Contractor to schedule testing so that
samples can be delivered within the allowable time limits. At a minimum of one week before
bacteriological testing, the Contract Administrator will require a written plan from the
Contractor that identifies the Contractor’s testing methods and procedures. No testing can
commence until the plan has been approved by the Contract Administrator.
3.23 Connection to Existing Mains, Add the following:
.2
Notify the Contract Administrator a minimum 48 hours in advance of all scheduled
connections (Tie-ins).
.3
All connections to existing mains will be completed by the Contractor and witnessed by the
Site Inspector.
.4
All connections to existing services will be completed by the Contractor and witnessed by
the Site Inspector. Connections to existing services can only be completed after all
watermain testing has been completed and accepted by the Contract Administrator.
.5
To facilitate the watermain connections at 3+030 (+-), the valve and fitting cluster must be
installed onto the existing watermains prior to tie-in day. With the fittings and valves in
place, the final connection at this location will be made on the south side of the new
transmission main gate valve at station 3+023 (+-).
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
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.6
9.0
10.0
11.0
SECTION 01 10 00S
PAGE 6 OF 9
2016
At a minimum of one week before final connections, the Contract Administrator will require a
written plan from the Contractor that identifies the Contractor’s methods, procedures and
proposed tie-in schedules. No final connections can commence until the plan has been
approved by the Contract Administrator. Connections to existing mains are considered
incidental to the work. No additional payment for this work will be approved.
Availability of AutoCAD Design Drawings
1.
The AutoCAD design drawings will be made available to the Contractor for the purpose of
site layout during construction.
2.
The Contractor will be solely responsible for survey layout at the Place of Work, including
the compilation or extraction of additional information from the AutoCAD Design drawings if
required to complete the Work.
3.
No additional information regarding layout of the Work will be supplied by the Owner unless
the Contract Administrator determines that requests for information pertaining to layout
cannot be extracted from the Contract Drawings or the AutoCAD design drawings.
Dewatering
1.
Dewatering may be required to complete portions of the Work in this Contract.
2.
The Contractor shall provide, and maintain in good running condition, gas or diesel powered
pumps for the purpose of dewatering within the limits of construction. The provision of this
equipment will be considered incidental to payment for work described in other Sections.
3.
Discharge of dewatering water directly to drainage systems will only be permitted by
approval of the Contract Administrator. Dewatering water can be discharged to ditches only
through approved settlement ponds and discharge structures.
Construction Schedule
1.
12.0
SPECIAL PROVISIONS
It is anticipated that staging (phasing) of construction will be required to facilitate vehicle,
cyclist and pedestrian movements during construction. Contractor to provide the Contract
Administrator with a construction staging plan at least five days before commencement of
construction.
Provisional Items
1.
Provisional Items or Provisional Sums are allowances to cover the costs of possible Work for
which the scope and extent is not known at the Tender Closing Date but which may,
pursuant to provisions of the Contract Documents, become part of the work. The finalization
and inclusion of these items is at the discretion of the Owner. The Owner will retain any
unused portion of the Provisional Sum, and the Contractor cannot make a claim for lost
overhead or profit on the unused portion of the Provisional Sum.
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
13.0
SECTION 01 10 00S
PAGE 7 OF 9
2016
Blasting
13.1
14.0
SPECIAL PROVISIONS
The Contractor shall provide a detailed blasting plan and conduct a Pre-Blasting Conditions
Survey. The Blasting Plan and Pre-Blasting Conditions Survey shall include the following:
13.1.1
Detailed descriptions and typical cross sections of how blast holes will be loaded
and initiated. A description of powder factors, delays, stemming, and loading
procedures and the use of blast mats must also be included.
13.1.2
A description of how the proponent will ensure the fly rock, rock slides or
overpressure and blast shock waves will not injure residents or damage any of the
neighbouring properties or buildings. In particular, a plan to survey all homes that
may be impacted by the project shall be conducted prior to commencement of the
project to determine any pre-existing structural or glass damage. A plan to monitor
blast overpressure and peak particle velocity shall be included. As well, videotaping
of all blasts must form part of the plan. A plan to resurvey all neighbouring buildings
and properties post-project completion must also be included.
13.2
Blasting will only be completed after securing approval from the Contract Administrator.
Damage caused by blasting shall be repaired by the Contractor at his expense. The method
and procedure for blasting and storage of explosives and other materials required to
complete the blasting work shall be in accordance with Federal, Provincial and Municipal
regulations. The Contractor shall not complete any blasting without first verifying that his
insurance covers any loss of life or damage that may result from this work and includes a
waiver of subrogation in favor of the Owner. The Contract Administrator, in granting approval
for blasting, does not in any way assume responsibility for injury, loss of life, or damage that
may result therefrom, and such approval shall not be construed as approval of the methods
employed by the Contractor in blasting, the sole responsibility therefore being that of the
Contractor.
13.3
Consistent with the above, the Contractor’s blaster must have experience in blasting work
similar to the blasting work that will be performed on this project.
Haul Routes
14.1
The Contractor shall obtain permission from the Contract Administrator to use any route as a
haul route. The Contractor shall be responsible for maintaining all haul routes in good
condition and free from excessive dust and mud.
14.2
The Contractor shall be responsible for damage and/or spillage on all roads used for hauling
materials and equipment to and from the site. The Contractor shall immediately clean and/or
restore the affected areas to the conditions that existed before the hauling of materials and
equipment commenced. The Contractor shall be responsible for maintaining a record of the
condition of the haul roads used for the supply of material and/or equipment through the use
of colour photographs that will record the condition of the haul roads prior to initiating the
work. These photographs shall be submitted to the Contract Administrator prior to
proceeding with the hauling of materials and equipment.
14.3
The Contractor shall be responsible to ensure all employees and subcontractor employees
obey all rules of the road, including the speed limit, while driving within the vicinity of the site.
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
15.0
16.0
17.0
SPECIAL PROVISIONS
SECTION 01 10 00S
PAGE 8 OF 9
2016
Barricades
15.1
The Contractor will conduct construction operations with minimum interference to adjacent
roadways, sidewalks and access facilities in general. Keep such areas free of material,
debris and equipment at all times.
15.2
Trenches are to have adequate barricades in accordance with all Provincial, Federal and
Municipal regulations, including, but not limited to, the Industrial Health and Safety
Regulations (WCB).
15.3
Temporary fencing shall be provided, installed and maintained to prevent unauthorized
public access to the work area at the end of each construction day or shift. Temporary
fencing shall also be provided, installed and maintained to prevent the public from entering
construction zones and on-site haul routes while construction activities are occurring. All
Temporary Fencing shall conform to Section 01550 of the general specifications and be
installed to the approval of the Contract Administrator and consistent with the Industrial
Health and Safety Regulations (WCB).
Site Security and Access
16.1
The Contractor shall make all reasonable efforts to prevent vehicular access to the site after
work hours.
16.2
No security will be provided or compensation paid by the Owner for material or work stolen,
lost, damaged or destroyed. The Contractor shall be responsible for watching the site at all
times and for making good all deficiencies at no extra cost to the Contract Price.
16.3
The Contractor shall ensure that the Subcontractors shall make their own arrangements to
ensure security of their own equipment, materials and work, in co-operation with the
Contract Administrator. The Contract Administrator shall designate certain areas to be used
as temporary lock fast stores and Subcontractors shall comply with the Contractor's
instructions in this regard.
16.4
The Contractor and the Subcontractors and their employees shall not park vehicles within
the construction area, unless approved by the Contract Administrator.
16.5
The Owner's, Consultant’s, Contractor's and other contractor's work vehicles and
construction equipment only will be allowed on the site.
16.6
The Contractor shall conduct construction operations with minimum interference to adjacent
roadways, sidewalks and access facilities in general. Keep such areas free from materials,
debris and equipment at all times. Confine operations to areas designated by the Contract
Administrator.
16.7
The entry and removal of all materials, equipment and tools onto and off the site will be
subject to inspection and approval.
Waste Disposal
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18.0
SECTION 01 10 00S
PAGE 9 OF 9
2016
17.1
Fires, burning, or burying of rubbish and waste materials on-site is not permitted.
17.2
All rubbish and waste materials that are generated by the Contractor during the performance
of the contract shall be removed from the site and disposed of in a location that complies
with all Provincial, Federal and Municipal regulations and must be approved by the
Consultant and will be at the expense of the Contractor.
Optional Items
18.1
19.0
SPECIAL PROVISIONS
Any items indicated in the Tender Form as “Optional” are to be considered as Optional
Work. This work will only occur if the Contract Administrator so directs by Change Order.
Notice to Affected Residents
190.1 The Contractor shall provide written notice to residents and businesses two days prior to
work in the direct vicinity of each affected property. Further to this, the Contractor shall provide one week
notice to residents and businesses where work is expected to proceed during that upcoming week. The
content and form of the written notifications shall be reviewed and approved by the Contract Administrator
prior to delivery. No overnight disruptions (loss of access) will be allowed which will affect any access to
any property within the project area or in areas that are outside the limits of the project.
20.0
Protection of Existing Utilities
20.1 Gas mains are in close proximity to the watermain works. The Contractor is to field locate
all gas mains within the project limits at least seven days prior to construction commencing. Once the field
locating has been completed, the Contractor shall layout relevant sections of the work and the Contract
Administrator will review the proposed watermain alignments. Should minor alignment adjustments be
required, the Contract Administrator will issue instructions to the Contractor regarding minor realignments.
Minor alignment changes are considered as incidental to the Contract. No additional compensation will be
approved. Should additional watermain or fittings be required due to these alignment changes, the
additional work will be paid for at the applicable unit rates.
20.2 The proposed watermain and service alignments may be in close proximity to telephone
poles, hydro poles and existing driveway culverts. These existing features may need to be
supported during construction. This effort, if required, is considered as incidental to the work. No
additional payment will be approved for supporting these existing features during construction.
21.0
Schedule
21.1 All work at the Reservoir site must be completed by June 30th, 2016. This is to allow for
construction of a reservoir and control building as part of a separate construction contract. Due to
agricultural irrigation demands, the schedules for tie-in work must be approved by the Contract
Administrator. Tie-ins may need to be completed when weather is favourable (wetter weather).
Such approval by the Contract Administrator will not be unreasonably withheld.
END OF SECTION 01 10 00S
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
SUPPLEMENTAL PAYMENT PROCEDURES
SECTION 01 29 00S
PAGE 1 OF 5
2016
This section provides “Measurement for Payment” clauses for items not addressed in the MMCD
specifications or provides revised/amended clauses for items included in the MMCD. These items have an
"SSpec" notation in the 'Payment' column of Appendix 1 of the Form of Tender.
Note that any minor items not listed in the Form of Tender but typical for this type of work, such as but not
limited to utility locates, exploratory digging, protection of utilities, temporary construction fencing, disposal
of waste materials, adjustment of existing surface features or appurtenances, removal and replacement of
trees, shrubs and landscaping, public relations, miscellaneous fittings, connections or removals shall be
considered incidental to the work and no separate payment will be made.
PART 1.0 - GENERAL
.1
Payments shall be made on the basis of the lump sum prices and the unit prices bid in the Unit
Price Schedules in the Tender Form.
.2
The prices bid for various items of work, unless specifically noted otherwise, shall include the supply
of all labour, materials, plant and equipment required to construct the work in accordance with the
drawings and specifications.
.3
The method of measurement of the quantities for payment and the basis for payment will be in
accordance with the following items of this section. Except as defined in the Supplemental
Payment Procedures, the Contract Administrator will do all measurements. When requested
by the Contract Administrator, the Contractor must provide construction survey information to the
Contract Administrator.
.4
The prices bid for supply and installation of materials shall be full compensation for supplying,
delivering, loading, unloading, handling, storage, breakage, waste, hauling, installing, cleaning,
testing and placing in service the work together with all work subsidiary and incidentals thereto for
which separate payment is not provided elsewhere. Payment shall be only for materials actually
installed.
.5
All existing materials that are on-site, whether structures, vegetation, topsoil, gravel, sand or other
excavated, or piled materials are the property of the Owner on which the work is located. Only
those materials specifically noted in the specifications or on the drawings as belonging to the
Contractor shall become the Contractor's property.
.6
Where there are excess excavated materials, unsuitable materials or materials of any kind that are
not used in the work, such materials are not the property of the Contractor unless authorized in
writing by the Contract Administrator or are specified to be disposed of by the Contractor.
.7
The sum of the payments in the Unit Price Schedules of the Tender Form shall constitute full
payment for the complete works as described in these documents. Extra payment will only be
made for items adding to the scope of the works, as described in these documents and/or shown on
the drawings and as evident from inspection of the site of the works.
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
SUPPLEMENTAL PAYMENT PROCEDURES
SECTION 01 29 00S
PAGE 2 OF 5
2016
PART 2.0 - NON-PAYMENT ITEMS
.1
Supply of all equipment, labour, materials, plant, and services required to complete the Work for
which no specific payment item has been assigned in the Unit Price Schedules of the Tender Form
shall be considered incidental to the Works.
.2
There shall be no separate payment for incidental work. Payment for incidental work shall be
considered to be included in the total tendered price of the Unit Price Schedules of the Tender
Form.
.3
All work shown on the plans and drawings, or referred to in the General Conditions, the
Supplementary General Conditions, or the General Specifications shall be considered as part of the
complete work unless specifically deleted.
.4
There shall be no separate payment for bonding and insurance. All bonding and insurance costs
incurred by the contractor for the works shall be considered incidental work and shall be considered
to be included in the total price of the Unit Price Schedules in the Tender Form.
.5
Environmental Protection
Environmental Protection is considered incidental work.
PART 3.0 – MEASUREMENT AND PAYMENT
1.
Mobilization / De-Mobilization (Section 01 53 01) is a fixed lump sum allowance item (amount predetermined by Owner) and will be paid 50% with the first progress payment and 50% with final
progress payment after Total Performance has been achieved. The second 50% amount will not
factor into the calculation for determination of Substantial Performance.
2.
Survey Layout and Project Record Documents (Section 01 33 01) is a lump sum item with 50% to
be paid as a percentage of the completed contract survey work and 50% after submission of the
digital record drawings.
3.
Traffic Control, Vehicle Access and Parking (Section 01 55 00) is a lump sum item and will be paid
as a percentage of the completed contract work.
4.
Erosion and Sediment Control (Section 01 57 01) is a lump sum item and will be paid 50% following
substantial completion of the mass earthworks and 50% following Total Performance of the Contract.
The lump sum price is to include supply, installation and maintenance of all erosion and sediment
control measures and environmental protection as shown on the drawings and as directed by the
Contract Administrator.
5.
Clearing and Grubbing (Section 31 11 01) will be paid at the lump sum price shown in the Tender
Form. For each progress payment, the Engineer shall estimate the percentage of work complete for
this item. The lump sum price shall include allowances for all labour, material and equipment to clear
and grub the site of all vegetation; tree cutting and pruning; excavation; loading; hauling; unloading;
disposal at an approved off-site location; tipping fees; preservation of trees as required; and all other
work incidental for a complete product.
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
SUPPLEMENTAL PAYMENT PROCEDURES
SECTION 01 29 00S
PAGE 3 OF 5
2016
6.
Topsoil Stripping (Section 31 22 01) will be measured and paid at the unit price in the Tender Form.
The measurement will be based on the existing ground surface based on the current survey, and the
ground surface following stripping. The Contractor shall complete the survey required to define the
ground surface following stripping. Assumed stripping depth is 0.4m. Stripping shall be as directed by
the Contract Administrator but the Contractor shall control and monitor their stripping activities such
that the Contract Administrator’s directions are followed. If the stripping depth is more, or less, than
0.4m the Contractor shall immediately notify the Contract Administrator. The unit price is to include
stock-piling for re-use; erosion and sediment control measures relating to the stockpiling of materials;
and placement of topsoil on disturbed areas following mass grading, as directed by the Contract
Administrator.
7.
Mass Site Grading – Common Excavation - Excavation to Embankment (Section 31 22 01) will
be measured and paid at the unit price in the Tender Form. The measurement will be based on the
existing ground surface following stripping and the finished ground surface in excavation (cut) areas.
The Contractor shall complete the survey required to define the ground surface following excavation.
Payments are for excavation (cut) volumes only and the contractor will not be paid for excavation
beneath the proposed design grades. The unit price for “Mass Site Grading – Common Excavation Excavation to Embankment” is to include cut and fill works including on-site redistribution and
compaction to design elevations and grades.
8.
Mass Site Grading – Common Excavation - Excavation to Offsite Disposal (Section 31 22 01) will
be measured and paid at the unit price in the Tender Form. The measurement will be based on the
existing ground surface following stripping and the finished ground surface in excavation (cut) areas.
The Contractor shall complete the survey required to define the ground surface following excavation.
Payments are for excavation (cut) volumes only and the contractor will not be paid for excavation
beneath the proposed design grades. The unit price for “Mass Site Grading – Common Excavation Excavation to Offsite Disposal” to include all work that is required to complete the work. The
Contractor is to provide a location for disposal as part of the unit rate for this item. No additional
payment will be made if the disposal location and / or distance to the disposal location changes.
9.
Rock Removal – To Embankment (Section 31 23 17) will be measured and paid at the unit price in
the Tender Form. Measurement will be based on actual volume removed from solid rock masses as
determined by the Contract Administrator. The calculation will be based on a survey of original
bedrock surface and design subgrade lines for excavation as per the excavation details in the
Engineering Drawings. The Contractor shall complete the survey that is required to define the bedrock
surface. Overblasting is required to a depth 0.6m below design subgrade lines for excavation as per
the excavation details in the Engineering Drawings. The overblast is to be removed, replaced and
compacted per the instruction of the Contract Administrator. Payment for rock removal will be made
for drilling and blasting or hydraulic rock hammer only. Rock removal of this type is only to be
undertaken after all reasonable attempts at ripping/conventional excavation are made by the use of a
D-9 Dozer with a ripping attachment. If the rock material is deemed suitable by the Contract
Administrator, it will be placed in fill areas. The unit price is to include all necessary drilling; vibration
monitoring and control to limits specified and all warning and protective measures; sorting, selecting
and processing of blast rock for fill; placement of excavated material in fill areas or disposal off site as
required; and all other work incidental to removing the rock material.
10.
Rock Removal – To Offsite Disposal (Section 31 23 17) will be measured and paid at the unit price
in the Tender Form. Measurement will be based on actual volume removed from solid rock masses as
determined by the Contract Administrator. The calculation will be based on a survey of original
bedrock surface and design subgrade lines for excavation as per the excavation details in the
Engineering Drawings. The Contractor shall complete the survey that is required to define the bedrock
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
SUPPLEMENTAL PAYMENT PROCEDURES
SECTION 01 29 00S
PAGE 4 OF 5
2016
surface. Overblasting is required to a depth 0.6m below design subgrade lines for excavation as per
the excavation details in the Engineering Drawings. The overblast is to be removed, replaced and
compacted per the instruction of the Contract Administrator. Payment for rock removal will be made
for drilling and blasting or hydraulic rock hammer only. Rock removal of this type is only to be
undertaken after all reasonable attempts at ripping/conventional excavation are made by the use of a
D-9 Dozer with a ripping attachment. The unit price is to include all necessary drilling; vibration
monitoring and control to limits specified and all warning and protective measures; sorting, selecting
and processing of blast rock; placement of excavated material at disposal site as required; and all
other work incidental to removing and disposing of the rock material. The Contractor is to provide a
location for disposal as part of the unit rate for this item. No additional payment will be made if the
disposal location and / or distance to the disposal location changes.
11.
Asphalt Concrete Paving (Section 32 12 16) includes all construction joint preparation, supply and
placing of the asphaltic concrete, compaction, adjusting and cleaning frames, covers and lids of all
castings affected and taped temporary pavement markings where warranted. Surface measurement
for asphaltic concrete paving will be made separately for each specified tender item. The
measurement will be based on the area of pavement actually installed.
12.
Fittings and Gate Valves (Section 33 11 01) will be measured and paid at the unit price in the
Tender Form. The measurement will be based on the number of gate valves and fittings actually
installed.
The unit price per gate valve or fitting shall include allowances for excavation; loading, hauling, and
stockpiling excavated material at an approved location; dewatering; supply and installation of cages
and shoring, as required; removal and disposal of existing gate valves or fittings, as required; supply
and installation of bedding materials; supply and installation of the gate valve or fitting; supply and
installation of thrust blocks or joint restraints; loading, hauling and placement of native backfill;
compaction; moisture conditioning the backfill material as required to achieve the required density;
and all other work incidental to a complete product.
13.
Decommissioning Existing Water (Section 33.11.01, 33.30.11, 33.40.01) will be paid at the lump
sum price shown in the tender form. The lump sum price shall include allowances for excavation;
loading hauling, and stockpiling excavated material at an approved location; dewatering; supply and
installation of cages and shoring, as required; removal and disposal of existing infrastructure as
required; supply and installation of bedding materials; supply and installation of the gate valve or
fitting; supply and installation of thrust blocks or joint restraints; loading, hauling and placement of
native backfill; compaction; moisture conditioning the backfill material as required to achieve the
required density; and all other work incidental to a complete product.
14.
Relocate and Reinstall Existing Water Meters (Section 33 11 01) will be measured and paid at the
unit price in the Tender Form. The measurement will be based on the number of water meters actually
relocated and reinstalled.
The unit price per water meter shall include allowances for excavation; loading, hauling, and
stockpiling excavated material at an approved location; dewatering; supply and installation of cages
and shoring, as required; removal of existing water meter; supply and installation of bedding
materials; installation of existing water meter; supply and installation of water meter chamber;
loading, hauling and placement of native backfill; compaction; moisture conditioning the backfill
material as required to achieve the required density; and all other work incidental to a complete
product.
REGIONAL DISTRICT OF
CENTRAL KOOTENAY
UNIT PRICE
CONTRACT
15.
SUPPLEMENTAL PAYMENT PROCEDURES
SECTION 01 29 00S
PAGE 5 OF 5
2016
Install Water Meters (Section 33 11 01) will be measured and paid at the unit price in the Tender
Form. The measurement will be based on the number of water meters actually installed.
The unit price per water meter shall include allowances for excavation; loading, hauling, and
stockpiling excavated material at an approved location; dewatering; supply and installation of cages
and shoring, as required; supply and installation of water meter; supply and installation of bedding
materials; supply and installation of water meter chamber; loading, hauling and placement of native
backfill; compaction; moisture conditioning the backfill material as required to achieve the required
density; and all other work incidental to a complete product.
END OF SECTION 01 29 00S
REGIONAL DISTRICT OF CENTRAL
KOOTENAY
SITE DEMOLITION AND SALVAGE
UNIT PRICE
CONTRACT
SECTION 02 41 14S
PAGE 1 OF 3
2016
1.0
GENERAL
.1
Section 02 41 14S refers to those portions of the work that are
unique to the salvage, demolition and/or removal of existing
site items and materials. This section must be referenced to
and interpreted simultaneously with all other sections pertinent
in the works described herein.
1.1
Related Work
.1
Environmental Protection
Section 01 57 01
.2
Shrub and Tree Preservation
Section 31 11 41
.3
Clearing and Grubbing
Section 31 11 01
.4
Dust Control
Section 31 1 560
.5
Site Grading
Section 31 22 01
.6
Excavating, Trenching and Backfilling
Section 31 23 01
.1
Dispose of all demolished items and materials off-site unless
specified otherwise in the Contract Documents.
.2
Except as specified in the Contract Documents disposal of
demolished items and materials from the road right of way will not be
without the written approval of the Contract Administrator.
.3
Dispose demolished items and materials on non-road right of way
property only upon approval from property owner and provided it is
legal and all necessary permits and approvals have been obtained
and all necessary fees paid.
.1
Salvage work includes the removal, protection, transport and storage
of salvaged items and materials identified in the Contract
Documents.
.2
Unless specified otherwise in the Contract Documents or approved
by the Contract Administrator, all items and materials identified for
salvage become the property of Owner.
.3
Except as indicated in the Contract Documents salvage work will be
the responsibility of the Contractor.
.4
Except as specified in the Contract Documents for re-use or
stockpiling, remove and store salvaged items and materials off-site.
1.2
Demolition
permitted
1.3
Salvage
REGIONAL DISTRICT OF CENTRAL
KOOTENAY
SITE DEMOLITION AND SALVAGE
UNIT PRICE
CONTRACT
SECTION 02 41 14S
PAGE 2 OF 3
2016
1.4
Protection of Work,
Property and Public
.1
Comply with General Conditions, Clause 4.3, Protection of
Work, Property and Public.
1.5
Approvals, Permits
and Fees
.1
Comply with General Conditions, Clause 20, Laws, Notices,
Permits and fees.
1.6
Measurement and
Payment
.1
Payment for salvage includes the dismantling, protection,
transport and storage or stockpiling of the salvaged items and
materials. Payment for salvage, if applicable, will be made by Lump
Sum.
.2
Payment for demolition includes demolition, transport and
disposal of all items and materials shown on the Contract Drawings.
Payment for demolition, if applicable, will be made by Lump Sum.
.3
No payment will be made for demolition, removal or disposal of items
and materials not shown in the Schedule of Quantities and Prices or
in excess of the features and limits shown on the Contract Drawings.
.4
All costs incurred as a result of unauthorized and illegal
demolition, removal or disposal are the responsibility of the
Contractor
2.0
PRODUCTS
3.0
EXECUTION
3.1
Preparation
3.2
Demolition
NOT USED
.1
Prior to demolition and salvage, verify locations and limits of items
and materials to be removed and identify methods to undertake
dismantling, protection, removal, storage and disposal.
.2
Protect existing features and surfaces not scheduled for removal
from damage.
.3
Coordinate scheduling of demolition and salvage with related work.
.1
Decommission utilities and irrigation system prior to demolition and
salvage.
.2
Take care to limit impacts of demolition work to the site of the feature
being demolished or to the extent of the demolition area shown on
the Contract Drawings.
.3
Time is of the essence in demolition and removal of items and
materials.
.4
Report any hazardous materials to the Contract Administrator.