INVITATION TO TENDER
Balmer Drive Roadway Pavement & Drainage Repairs
File 2011-3370
Date of Issue: 26-Aug-11
Closing Location:
Mail or courier:
District of Elkford
816 Michel Road (P.O. BOX 340)
Elkford, B.C. V0B 1H0
Closing date and time:
One (1) complete copy of each tender must be received prior to
10:00 a.m. Mountain Standard Time, Thursday, September 8, 2011
Contact:
Henry Vanderpyl, P.Eng. or Albert Tagoe, P.Eng
403.329.1404
All enquiries must be directed in writing to:
Email: vanderpylh@ae.ca
Associated Engineering
#1001, 400 – 4th Avenue South,
Lethbridge, AB T1J 4E1
MASTER MUNICIPAL CONSTRUCTION DOCUMENTS
MASTER MUNICIPAL CONSTRUCTION DOCUMENTS (2009)
UNIT PRICE CONTRACT
CONTENTS
The complete Master Municipal Construction Documents consists of the following parts:
1.
Standard Documents that Require Additional Information
Invitation to Tender
Instructions to Tenderers, 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
Bid Bond
Consent of Surety
Agreement
Schedule 1 – Schedule of Contract Documents
Schedule 2 – List of Drawings
Supplementary General Conditions
Supplementary Specifications
Supplementary Standard Detail Drawings
Appendices
Appendix A – Geotechnical Engineering Assessment Report, Levelton
Consultants Ltd., April 21, 2011
Appendix B – Location of Proposed Topsoil Stockpile Area at City
Landfill
Contract Drawings (bound separately)
Standard Documents that are Fully Complete
(available in the MMCD Volume II – Instructions to Tenderers Part II, General Conditions,
Specifications and Standard Detail Drawings)
2.
Instructions to Tenderers, Part II
General Conditions
Specifications
Standard Detail Drawings
UNIT PRICE CONTRACT
INVITATION TO TENDER
District of Elkford
Contract:
Balmer Drive Roadway Pavement & Drainage Repairs
The Owner invites tenders for:
The construction of roadway pavement and drainage repairs on Balmer Drive.
Specified work items are as follows:
Removal of approximately 600 S.M. of existing pavement structure and
subgrade waste excavation;
Construction of 3 manholes on existing 375mm storm main and reconnection of
existing catchbasin leads to these new manholes;
Reconstruction of approximately 600 S.M. of pavement structure including
120mm depth asphalt, 150mm depth crushed granular base course, 350mm
depth of granular sub-base, subgrade preparation and installation of sub drains.
Contract Documents are available at:
District of Elkford
Administration Office
816 Michel Road
P.O. Box 340
Elkford, B.C. V0B 1H0
or
Associated Engineering
1001, 400 – 4th Avenue S
Lethbridge, AB
T1J 4E1
Tenders are scheduled to close at:
District of Elkford
Administration Office
816 Michel Road
P.O. Box 340
Elkford, B.C. V0B 1H0
Tender Closing Time:
10:00 am local time
Tender Closing Date:
Thursday, September 8th, 2011
Instructions to Tenderers - Part I
(TO BE READ WITH “INSTRUCTIONS TO TENDERERS - PART II” CONTAINED IN THE
EDITION OF THE PUBLICATION “MASTER MUNICIPAL CONSTRUCTION
DOCUMENTS” SPECIFIED IN ARTICLE 2.1 BELOW)
IT Page 1
UNIT PRICE CONTRACT
District of Elkford
Contract:
Balmer Drive Roadway Pavement & Drainage Repairs
Ref. 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:
The construction of roadway pavement and drainage repairs on Balmer Drive.
Direct all inquiries, in writing, regarding the Contract, to:
Henry Vanderpyl, P.Eng (or Albert Tagoe, P.Eng)
Associated Engineering
1001, 400 – 4th Avenue S
Lethbridge, AB T1J 4E1
Fax:
Email:
2.0
403-329-1404
vanderpylh@ae.ca
tagoea@ae.ca,
Tender Documents
2.1
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.
2.2
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
IT Page 2
or relevant.
3.0
Submission of Tenders
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:
District of Elkford
Municipal Office
816 Michel Road
P.O. Box 340
Elkford, B.C. V0B 1H0
on or before:
Tender Closing Time: 10:00 am local time
Tender Closing Date:
3.2
4.0
Thursday, September 8, 2011
Late tenders will not be accepted or considered, and will be returned
unopened.
Additional Instructions to Tenderers
4.1
Pre-Tender Meeting
In accordance with “Instruction to Tenderers - Part II, Inspection of the Place
of the Work, Section 8.1.” All Tenderers are responsible to examine the Place
of the Work, before submitting a Tender.
4.2
Supplementary General Conditions
The Master Municipal Construction Documents (MMCD) are amended or
supplemented as shown in the Supplementary General Conditions.
4.3
Supplementary Specifications
The Master Municipal Construction Documents (MMCD) are amended or
supplemented as shown in the Supplementary Specifications.
4.4
Hours of Work
The Contractor may choose to work weekday evenings, Saturdays, and
statutory holidays, within the time limits of not before 0700 hours or after 2200
hours as identified in District of Elkford Noise Bylaw No. 198.82.
4.5
District of Elkford Business License
The Contractor must possess a valid District of Elkford business license.
4.6
Total Performance:
The date for Total Performance will be 20 working days following the date of
Substantial Performance. Failure to achieve Total Performance within the 20
day period will result in Liquidated Damages being applied.
FT Page 1
UNIT PRICE CONTRACT
FORM OF TENDER
District of Elkford
Contract:
Balmer Drive Roadway Pavement & Drainage Repairs
Ref. No.:
TO OWNER:
1.0
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 )
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
2.0
ACCORDINGLY WE HEREBY OFFER:
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 Substantial Performance of the Work on or before October 7, 2011;
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 HST.
FT Page 2
3.0
WE CONFIRM:
3.1
4.0
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:
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.
5.0
WE AGREE:
5.1
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 within 15 Days of receipt of the written Notice of Award deliver to the
Owner:
a) 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;
b) a Construction Schedule, as provided by GC 4.6.1;
c) a “clearance letter” indicating that the tenderer is in WCB
compliance; and
d) a copy of the insurance policies as specified in GC 24 indicating that
all such insurance coverage is in place
5.1.2 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
5.1.3 sign the Contract Documents as required by GC 2.1.2.
FT Page 3
6.0
WE AGREE:
6.1
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.
7.0
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)
FT Page 4a
UNIT PRICE CONTRACT
Form of Tender - Appendix 1
District of Elkford
Balmer Drive Roadway Pavement & Drainage Repairs
File 2011-3370
SCHEDULE OF QUANTITIES AND PRICES
(See paragraph 5.3.1 of the Instructions to Tenderers - Part II)
(All prices and Quotations including the Contract Price shall include all Taxes,
but shall not include GST. GST shall be shown separately.)
Summary Sheet
Section 1:
General
$ ________________
Section 2:
Removals
$ ________________
Section 3:
Storm Sewer
$ ________________
Section 4:
Roadworks
$ ________________
TENDER PRICE
$ ___________________
HST
$ ___________________
TENDER PRICE plus HST
$ ___________________
FT Page 4b
UNIT PRICE CONTRACT
Form of Tender - Appendix 1
District of Elkford
Balmer Drive Roadway Pavement & Drainage Repairs
File 2011-3370
SCHEDULE OF QUANTITIES AND PRICES
(See paragraph 5.3.1 of the Instructions to Tenderers - Part II)
(All prices and Quotations including the Contract Price shall include all Taxes,
but shall not include HST. HST shall be shown separately.)
ITEM
MMCD
REF.#
1.0
DESCRIPTION
UNIT
EST’D
QTY.
UNIT
PRICE
-
GENERAL
1.01
02110S
Mobilization & Demobilization
LS
1
1.02
015500
Construction Traffic Management
LS
1
TOTAL PART 1.0 GENERAL
AMOUNT
FT Page 4c
UNIT PRICE CONTRACT
Form of Tender - Appendix 1
District of Elkford
Balmer Drive Roadway Pavement & Drainage Repairs
File 2011-3370
SCHEDULE OF QUANTITIES AND PRICES
(See paragraph 5.3.1 of the Instructions to Tenderers - Part II)
(All prices and Quotations including the Contract Price shall include all Taxes,
but shall not include GST. GST shall be shown separately.)
ITEM
MMCD
REF.#
2.0
2.01
2.02
DESCRIPTION
UNIT
EST’D
QTY.
lm
30
REMOVALS
02100S
02100S
Sawcut Asphalt
Excavate and Dispose of Asphalt (Regardless of Depth)
TOTAL PART 2.0 REMOVALS
m
2
600
UNIT
PRICE
AMOUNT
FT Page 4j
UNIT PRICE CONTRACT
APPENDIX 1
FORM OF TENDER
District of Elkford
Balmer Drive Roadway Pavement & Drainage Repairs
File 2011-3370
SCHEDULE of QUANTITIES and PRICES
(see instructions to Tenderers Part II, paragraph 5.3.1)
(all prices and Quotations, including the Contract Price, shall include all Taxes, but shall not include HST. HST shall be shown
separately.)
ITEM
MMCD
REF.#
DESCRIPTION
3.0
STORM SEWER
3.01
Pipe (Regardless of Depth): Underdrains
3.02
02100S
02100S
.1
150 mm dia. PE, perforated c/w filter sock including
connection to Manhole
Manholes, 1050 mm dia. including Bases, Lids, Castings,
Riser sections and tie-ins
TOTAL PART 3.0 STORM SEWER
UNIT
EST’D
QTY.
lm
26
ls
3
UNIT
PRICE
AMOUNT
FT Page 4l
UNIT PRICE CONTRACT
APPENDIX 1
FORM OF TENDER
District of Elkford
Balmer Drive Roadway Pavement & Drainage Repairs
File 2011-3370
SCHEDULE of QUANTITIES and PRICES
(see instructions to Tenderers Part II, paragraph 5.3.1)
(all prices and Quotations, including the Contract Price, shall include all Taxes, but shall not include HST. HST shall be shown
separately.)
ITEM
MMCD
REF.#
4.0
4.01
DESCRIPTION
02100S
312413
4.03
321116.1
Common Excavation to Waste
Subgrade Finishing & Compaction, 300mm Depth
m3
350
2
600
m2
600
321123
m2
600
321213.2
4.06
321216
150 mm depth
Spray Primer
m2
600
m2
600
2
600
Asphalt Pavement
.1
.2
02100S
350 mm depth
Granular Base, 25mm crushed
.1
4.05
m
Granular Subbase, 75mm crushed
.1
4.07
EST’D
QTY.
ROADWORKS
4.02
4.04
UNIT
Base Course – 60 mm depth
Surface Course – 60 mm depth
Pavement Markings (center line and lane lines), painted
TOTAL PART 4.0 ROADWORKS
m
L.S.
1
UNIT
PRICE
AMOUNT
FT Page 5
UNIT PRICE CONTRACT
APPENDIX 2
FORM OF TENDER
District of Elkford
Balmer Drive Roadway Pavement & Drainage Repairs
File 2011-3370
PRELIMINARY CONSTRUCTION SCHEDULE
(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: SUBSTANTIAL PERFORMANCE – October 7, 2011
ACTIVITY
CONSTRUCTION SCHEDULE
1
2
3
4
5
6
7
8
9 10
11
12
FT Page 6
UNIT PRICE CONTRACT
APPENDIX 3
FORM OF TENDER
District of Elkford
Balmer Drive Roadway Pavement & Drainage Repairs
File 2011-3370
EXPERIENCE OF SUPERINTENDENT
(See paragraph 5.3.3 of the Instructions to Tenderers - Part II)
Name: ________________________________
Experience:
Dates:
___________________________________________________________________
Project Name:
_________________________________________________________________
Responsibility:
_________________________________________________________________
_________________________________________________________________
_________________________________________________________________
References:
_________________________________________________________________
Dates:
_________________________________________________________________
Project Name:
_________________________________________________________________
Responsibility:
_________________________________________________________________
_________________________________________________________________
_________________________________________________________________
References:
_________________________________________________________________
FT Page 7
UNIT PRICE CONTRACT
APPENDIX 4
FORM OF TENDER
District of Elkford
Balmer Drive Roadway Pavement & Drainage Repairs
File 2011-3370
COMPARABLE WORK EXPERIENCE
(See paragraph 5.3.4 of the Instructions to Tenderers - Part II)
PROJECT
OWNER/
CONTRACT NAME
PHONE
NUMBER
WORK
DESCRIPTION
VALUE
($)
FT Page 8
UNIT PRICE CONTRACT
APPENDIX 5
FORM OF TENDER
District of Elkford
Balmer Drive Roadway Pavement & Drainage Repairs
File 2011-3370
SUBCONTRACTORS
TENDER ITEM
TRADE
SUBCONTRACTOR NAME
PHONE NUMBER
AGT Page 1
UNIT PRICE CONTRACT
AGREEMENT
Between Owner and Contractor
THIS AGREEMENT made in duplicate this ____ day of ___________ , 2011
Balmer Drive Roadway Pavement & Drainage Repairs
File
BETWEEN:
District of Elkford
( the “OWNER” )
AND:
___________________________________________
( the “CONTRACTOR” )
AGT Page 2
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 Substantial Performance of the Work on or
before October 7, 2011 subject to the provisions of the Contract Documents for
adjustments to the Contract Time.
1.3
Time shall be of the essence of the Contract.
ARTICLE 2
CONTRACT DOCUMENTS
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.
ARTICLE 3
3. 1
CONTRACT PRICE
The price for the Work (“Contract Price”) shall be the sum in Canadian dollars of
the following:
3.1.1 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
3.1.2 all lump sums, if any, as listed in the Schedule of Quantities and Prices,
for items relating to or incorporated into the Work; plus
3.1.3 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.
AGT Page 3
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.
ARTICLE 4 PAYMENT
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.
ARTICLE 5
RIGHTS AND REMEDIES
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.
ARTICLE 6
6.1
NOTICES
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:
District of Elkford
Administration Office
816 Michel Road
P.O. Box 340
Elkford, B.C. V0B 1H0
Attn: Corien Speaker, C.A.O.
AGT Page 4
The Contractor:
(NAME OF “CONTRACTOR”)
(ADDRESS OF “CONTRACTOR”)
(TELEPHONE OF “CONTRACTOR”)
(FAX OF “CONTRACTOR”)
(ATTENTION)
The Contract Administrator:
Associated Engineering (Alberta) Ltd.
1001, 400 – 4th Ave S
Lethbridge, AB T1J 4E1
Fax: 403-329-4745
Attn: Albert Tagoe, P.Eng.
6.2
A communication or notice that is addressed as above shall be considered to
have been received:
6.2.1 immediately upon delivery, if delivered by hand; or
6.2.2 immediately upon transmission if sent and received by fax; or
6.2.3 after 5 Days from date of posting if sent by registered mail.
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 will be received
properly, and the provisions of paragraph 12.5 of the Instructions to Tenderers
apply to the sender.
AGT Page 5
ARTICLE 7
GENERAL
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 enure 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:
___________________________________________
(DISTRICT OF ELKFORD)
(AUTHORIZED SIGNATORY)
(AUTHORIZED SIGNATORY)
AGT Page 6
UNIT PRICE CONTRACT
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 - General Conditions, Specifications and Standard Detail
Drawings”, 2009. All sections of this publication are included in the Contract
Documents.
1
2
3
4
5
6
7
8
9
10
11
12
Agreement, including all Schedules;
Supplemental General Conditions;
General Conditions*;
Supplementary Specifications
Specifications*;
Supplementary Standard Detail Drawings;
Standard Detail Drawings*;
Executed Form of Tender, including all Appendices;
Contract Drawings listed in Schedule 2 to the Agreement –
“List of Contract Drawings”;
Instructions To Tenderers - Part I;
Instructions to Tenderers - Part II*;
The following Addenda:
AGT Page 7
UNIT PRICE CONTRACT
SCHEDULE 2
List of Contract Drawings
TITLE
DWG.
NO.
COVER SHEET
LOCATION PLAN, SITE PLAN & DETAILS
20113370-00-100
DATE
REVISION
DATE
REV’N
NO.
08/16/11
08/16/11
A
08/16/11
08/16/11
A
SUPPLEMENTARY SPECIFICATIONS
District of Elkford
Balmer Drive Roadway Pavement & Drainage Repairs
File 2011-3370
District of Elkford
Balmer Drive Pavement
& Drainage Repairs
2011-08/20113370
Section 00900S
SPECIAL PROVISIONS
1
General
1.1
GEOTECHNICAL ENGINEERING ASSESSMENT REPORT
Page 1 of 2
.1
A copy of the Geotechnical Engineering Assessment Report dated December,2009
prepared by Groundtech Engineering Ltd. is included in this document in Appendix A,
as reference material, to Bidders. The soils investigation report records properties of
the soils and recommendations for the design of the works and is prepared primarily
for the use during design.
.2
The report, by nature, cannot reveal all conditions which exist or can occur on the site.
Should subsurface conditions be found to vary substantially, in the opinion of the
Contract Administrator, from the geotechnical investigation report, changes in the
design and construction will be made with resulting credits or expenditures accruing to
the District. Subsurface conditions, which vary to an extent not judged substantial by
the Contract Administrator, shall not allow the Contractor to receive additional
compensation in respect thereof.
1.2
DELAYS
.1
1.3
Inclement weather shall not be a prima facie reason for the granting of an extension of
time, and the Contractor shall make every effort to continue work under prevailing
conditions. The Owner may, however, grant an extension of time if an unavoidable
delay as a result of inclement weather in fact occurs, and such shall then be classified a
“Delay”. An “inclement” weather delay day is defined as a day on which the
Contractor is prevented by inclement weather or conditions resulting immediately
there from adverse to the current controlling operation or operations, as determined by
the Construction Manager, from proceeding with at least 75 percent of the normal
labour and equipment force engaged on such operation or operations for at least 60
percent of the total daily time being currently spend on the controlling operation or
operations.
FULL DEPTH ASPHALT REMOVAL
.1
The removal and disposal of existing asphalt pavement shall consist of breaking the
asphalt into pieces, loading, hauling, and disposing of it.
.2
Temporary paved detours not incorporated into the final paving shall be removed at
the Contractor’s own expense.
.3
Alternatively the Contractor may select to undertake pavement removal by milling.
.4
The Contractor shall be responsible for the disposal of asphalt materials which are not
used in the Works. Materials shall be disposed of outside the limits of the project in a
manner satisfactory to the Contract Administrator and shall meet all environmental
requirements.
P:\20113370\00_BalmerDr_Upgrd\Engineering\07.00_Contract_Doc_Prep\S00900.doc:
District of Elkford
Balmer Drive Pavement
& Drainage Repairs
2011-08/20113370
1.4
Page 2 of 2
ASPHALT MILLING
.1
2
Section 00900S
SPECIAL PROVISIONS
Contrary to MMCD Section 02574 Article 1.0.2, the granular by product may not be
used as granular subbase or granular base.
Products
NOT USED
3
Execution
NOT USED
END OF SECTION
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District of Elkford
Balmer Drive Pavement
& Drainage Repairs
2011-08/20113370
1
General
1.1
GENERAL
02100S
MEASUREMENT AND PAYMENT
Page 1 of 4
.1
This section specifies the basis of measurement and payment for the items included in
the Contract and as listed on the Schedule of Quantities. Unless specified otherwise
herein, measurement and payment will be in accordance with MMCD.
.2
Payment for the Contract items shall be full compensation for all labour, materials,
equipment, and work necessary or incidental thereto for which separate payment is not
provided for elsewhere in the Contract.
.3
Lump sum prices represent the entire cost to the owner for the completed works as
specified and shown on the drawings for each lump sum item, exclusive of HST.
.4
The Contractor must work within the measurement for payment areas. Payment will
be based on neat line measurement. All costs incurred as a result of excavation
outside of the measurement for payment area will be at the expense of the Contractor.
1.2
MOBILIZATION & DEMOBILIZATION
.1
Mobilization & demobilization will be measured as a lump sum.
.2
This lump sum item to include all costs associated in administering the work; and
mobilizing, maintaining and demobilizing the site; required to execute the work
including:
.1 Specified insurance, equipment, operating overhead, mobilization and
demobilization costs required to maintain the workforce on site.
.2 Safe guarding the work areas including prime contractor responsibilities safety
program and other measures required to protect the public from the worksite and to
provide access at intersecting streets.
.3 Care of water including: protection of the work areas and completed construction
area and adjacent areas outside of the limits of construction from water or run-off
originating within, and/or adjacent the limits of construction.
.4
Temporary material storage and handling.
.5
Stockpile, material storage and handling.
.6 Notification of BC First Call and other private sources necessary to obtain all
underground utility locations.
.7
Survey requirements.
.8
Quality Control testing.
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District of Elkford
Balmer Drive Pavement
& Drainage Repairs
2011-08/20113370
.3
1.3
02100S
MEASUREMENT AND PAYMENT
Page 2 of 4
Payment will include all equipment and personnel necessary for mobilization,
demobilization, and other incidentals to the contract. Payment will be made at the
Contract Lump Sum Price shown in the Schedule of Quantities and Prices with 50% of
the Lump Sum at first progress, 25% of the Lump Sum paid prorated on a monthly
basis based on the percentage of the Contract completed and 25% of the Lump Sum at
Total Performance.
CONSTRUCTION TRAFFIC MANAGEMENT
.1
Construction traffic management as outlined in the Special Provisions will be
measured as a lump sum.
.2
Payment will include all aspects of Construction Traffic Management including, but
not limited to:
.1
Erecting and maintaining all traffic signage and traffic control
.2 Temporary paths, temporary delineators, barricades, flashing lights, flag persons
and other measures required to protect the public from the worksite and to provide
access to intersection streets.
.3 Weekly updates of road or zone closures which are passed on to locals by written
notice and/or media outlets
.4
.3
Contractor’s designated Traffic Control Supervisor.
The Payment of the Lump Sum price bid will be made as follows:
.1 Payment will be made at the Contract Lump Sum Price shown in the Schedule of
Quantities and Prices with 50% of the Lump Sum at first progress, 25% of the Lump
Sum paid prorated on a monthly basis based on the percentage of the Contract
completed and 25% of the Lump Sum at Total Performance
2
Removals
2.1
SAWCUT ASPHALT
.1
Sawcutting will be measured in lineal metres of asphalt pavement regardless of depth.
.2
Payment for sawcutting will include marking, sawcutting, and all incidental work.
2.2
EXCAVATE AND DISPOSE OF ASPHALT
.1
Measurement for excavate and dispose of asphalt will be measured in square metres
regardless of depth.
.2
Payment will include mobilization, demobilization, method of removal, breaking up
the pavement by ripping or other method as may be necessary, loading, hauling, and
placing in the embankment or disposal and all incidental work. The extent of full
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District of Elkford
Balmer Drive Pavement
& Drainage Repairs
2011-08/20113370
02100S
MEASUREMENT AND PAYMENT
Page 3 of 4
depth asphalt removal shall be marked out by the Contractor and approved by the
Contract Administrator prior to commencement.
.3
Where the full depth of asphalt is removed by milling it shall be paid at the Contract
Unit Price for Excavate and Dispose of Asphalt.
.4
The removal of roadway gravel below the asphalt shall be paid as Common
Excavation to waste.
3
Storm Sewer
3.1
UNDERDRAIN
.1
Measurement of underdrain pipe will be based on metres of pipe installed from inside
edge of manhole to stub end, as required, for the diameter and type of pipe noted in the
drawings, regardless of depth.
.2
Payment will include supply and installation of perforated pipe complete with filter
sock, excavation and removal of material, supply and placement of additional base
course material for bedding and backfill.
3.2
MANHOLES
.1
Measurement of manholes will be based on field count of number of manholes
supplied and installed.
.2
Payment will be based on lump sum for each manhole installed and includes base
gravel, concrete base, knock-outs for accommodation of existing main pipe,
connection of existing catchbasin leads, riser barrels, top slab, adjustment rings, frame
and cover.
4
Roadways
4.1
PAVEMENT MARKINGS
.1
Measurement for pavement markings will be based on a lump sum price.
.2
Payment will include layout of the centerline and lane lines, supply of all materials
and completing the painted pavement markings within the pavement replacement area
limits.
4.2
COMMON EXCAVATION TO WASTE
.1
Measurement for common excavation to waste will be based on cubic metres of
material excavated and placed in embankment as described in the Special Provisions
and shown on the Contract Drawings. The embankment volumes will be calculated
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District of Elkford
Balmer Drive Pavement
& Drainage Repairs
2011-08/20113370
02100S
MEASUREMENT AND PAYMENT
Page 4 of 4
from before and after cross sections as determined by the surveyor submitted to the
Contract Administrator and the neat lines shown on the Drawings including excess
excavated material left in stockpile.
.2
4.3
Payment will include excavation, hauling to stockpile as required, and levelling
stockpile as required.
SUBGRADE EXCAVATION
.1
Measurement for subgrade excavation will be based on square metres of material
excavated and compacted as shown on the Contract Drawings.
.2
Payment will include excavation, windrowing, compaction, and moisture conditioning
as required.
4.4
GRANULAR SUBBASE
.1
Measurement for granular subbase will be based on square metres calculated on the
neat lines as shown on the Contract Drawings for depths as specified in the Schedule
of Quantities.
.2
Payment will include supply, placement, compaction, and shaping.
4.5
GRANULAR BASE
.1
Measurement for granular base will be based on square metres, calculated on the neat
lines as shown on the Contract Drawings for the depths as specified in the Schedule of
Quantities.
.2
Payment will include supply, placement, compaction, and shaping.
END OF SECTION
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DRAWINGS
District of Elkford
Balmer Drive Roadway Pavement & Drainage Repairs
File 2011-3370
APPENDIX ‘A’
Copy of Geotechnical Report