REQUEST FOR QUOTATIONS
TITLE:
SANITARY SEWER RELINE AND
POINT REPAIR PROGRAM
REFERENCE No.:
1220-40-92-09
FOR THE SUPPLY OF GOODS AND SERVICES
REQUEST FOR QUOTATIONS
TABLE OF CONTENTS
Request for Quotations Invitation .................................................................................................. iii
General Requirements .................................................................................................................01
Schedule A
Schedule A – Scope of Services ..................................................................................................04
Schedule A-1 – Project Information ..............................................................................................06
Schedule B
Schedule B – Sample Agreement ................................................................................................12
Schedule B – Appendix 1 - Special Provisions .............................................................................17
Schedule B – Appendix 2 – Method of Measurement and Payment .............................................20
Schedule B – Appendix 3 – Supplementary Specifications (Project) ............................................22
Schedule B – Appendix 4– Schedule of Prices ............................................................................49
Schedule B – Appendix 5 – Construction Schedule .....................................................................50
Schedule B – Appendix 6 – Key Personnel, Equipment, Subcontractors and Material Suppliers .51
Schedule B – Appendix 7 – Prime Contractor Designation ...........................................................52
Schedule B – Appendix 8 – Risk, Health and Safety ....................................................................54
Schedule B - Appendix 9 – Compliance to Safety Procedure (Entry Procedure For Confined
Space)
......................................................................................................................................56
Schedule B - Appendix 10 – Compliance to Safety Procedure (Working In Confined Space) .......58
Schedule B – Appendix 11 – Statutory Declaration ......................................................................60
Schedule B – Appendix 12 – Certificates of Substantial Performance ..........................................62
Schedule B – Appendix 13 – Notice of Certification of Substantial Performance ..........................64
Schedule B – Appendix 14 – Post Compliance Form Certificate of Substantial Performance .......66
Schedule C
Schedule C – Form of Quotation ..................................................................................................68
RFQ (Goods and Services) No.: 1220-40-92-09
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CITY OF SURREY
REQUEST FOR QUOTATIONS
REFERENCE No. 1220-40-92-09
Quotations are invited for RFQ #1220-40-92-09 – SANITARY SEWER RELINE AND POINT
REPAIR PROGRAM. The general components of the work include but not limited to:








Pre and Post Closed Circuit Television (CCTV) inspection and deficiency reporting for
sanitary sewers.
Prepare linear design and submit sample for independent testing, including determining
required length.
Supply and install Relining and Point Repairs, including overlap and end grouting.
Reinstate affected service connections including interface grouting or connections.
Digital video inspection, preparation of interpretive reports complete with digital still photos
upon completion of all rehabilitation work.
Provision for traffic control and traffic diversion in accordance with the General Conditions.
Restrict and divert the sewage flow from the sewer section being inspected, tested or
rehabilitated, as required.
Any other related works.
Persons or firms submitting a Quotation shall be actually engaged in the lines of work required
by the specifications, and shall be able to refer to work of a similar character performed by
them.
Quotations, marked as to content “Request For Quotations #1220-40-92-09 – SANITARY
SEWER RELINE AND POINT REPAIR PROGRAM” will be received at City of Surrey,
Purchasing Section, Attention: Manager, Purchasing and Payments, 6645 – 148th. Street,
Surrey, B.C. V3S 3C7. The City would prefer to receive Quotations on or before Wednesday,
July 29, 2009. The City's office hours are 8:30 a.m. to 4:00 p.m., Monday to Friday, except
statutory holidays.
All inquiries shall be directed to Manager, Purchasing & Payments, Telephone: 604-590-7274
and written questions should be submitted to purchasing@surrey.ca or by facsimile
transmission to 604-599-0956.
If the value of the contract(s) resulting from this request for quotation exceeds the thresholds
stipulated in Annex 502.4 of the Agreement on Internal Trade, then all provision of Annex 502.4
of the Agreement on Internal Trade will apply.
Submissions will be evaluated based on the Contractors’ (and their subcontractors)
qualifications and track record, recent experience with similar scope of work projects, overall
project cost, proposed construction schedule, demonstrated ability to complete the project with
the proposed schedule, as well as any other factors the City deems to be relevant to the project
success. The City of Surrey reserves the right to reject any or all quotations, and to waive
informalities in any or all quotations.
RFQ (Goods and Services) No.: 1220-40-92-09
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REQUEST FOR QUOTATIONS – GENERAL REQUIREMENTS
1.
INTRODUCTION
The City of Surrey (the “City”) invites Contractors to provide a quotation on the form
attached as Schedule C (the "Quotation") for the supply of the goods (if any) and
services described in Schedule A (the "Goods and Services"). The description of the
Goods and Services sets out the minimum requirements of the City. A person that
submits a Quotation (the "Contractor") should prepare a Quotation that meets the
minimum requirements, and may choose, in addition, to also include goods, services or
terms that exceed the minimum requirements.
2.
TERM AND RENEWALS
The Contractor will provide the Goods and Services set out in Schedule A for the period
of three one-year periods commencing from the year 2009 (the "Term").
The City may at any time prior to 30 days before the end of the Term, by written notice to
the Contractor, extend the Term for a period of time not to exceed two one year periods.
If the City elects to extend the Term, the provisions of this Agreement will remain in
force, including the fees payable under the Quotation, except where amended in writing
by the parties.
3.
ADDRESS FOR DELIVERY
The Quotation should be submitted to the City at the office of:
Manager, Purchasing & Payments
City of Surrey - Purchasing Section
6645 – 148th Street
Surrey, British Columbia V3S 3C7 CANADA
Fax No.: 604-599-0956
Faxed Quotations are permitted, but a Contractor bears all risk that the City's fax
equipment functions properly so that the City receives the Quotation. Contractors
preferring to submit hardcopies should provide the original unbound and one (1) bound
copy, two in total.
4.
DATE
The City would prefer to receive Quotations on or before Wednesday, July 29th, 2009.
The City’s office hours are 8:30 a.m. to 4:00 p.m. Monday to Friday, except statutory
holidays.
5.
INQUIRIES
All inquiries related to this Request for Quotation ("RFQ") should be directed in writing to
the contact person in section 3 by sending an email to the purchasing section at
purchasing@surrey.ca
RFQ (Goods and Services) No.: 1220-40-92-09
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6.
ADDENDA
If the City determines that an amendment is required to this RFQ, the City will post a
written addendum on the City website at www.surrey.ca (the "City Website") and upon
posting will be deemed to form part of this RFQ. Upon submitting a Quotation,
Contractors will be deemed to have received notice of all addenda that are posted on the
City Website.
7.
DURATION OF QUOTATION
The Quotation will be open for acceptance by the City until:
(a)
(b)
8.
the date specified in this RFQ or in a Quotation; or
as described in a subsequent written notice which the Contractor may send to the
City.
NO CONTRACT
This RFQ is simply an invitation for quotations (including prices and terms) for the
convenience of all parties. It is not a tender and no obligations of any kind will arise from
this RFQ or the submission of Quotations. The City may negotiate changes to any terms
of a Quotation, including terms in Schedule A and Schedule B and including prices, and
may negotiate with one or more Contractors or may at any time invite or permit the
submission of quotations (including prices and terms) from other parties who have not
submitted Quotations.
9.
ACCEPTANCE
A Quotation will be an offer to the City which, subject to Section 7, the City may accept
at any time by signing the copy of the Quotation and delivering it to the Contractor.
Delivery of the signed Quotation by the City may be by fax. In that event, the contract
will be comprised of the documents included in the definition of Agreement in
Schedule B – General Terms and Conditions.
10.
CONTRACTOR'S EXPENSES
Contractors are solely responsible for their own expenses in preparing and submitting
Quotations, and for any meetings, negotiations or discussions with the City or its
representatives and consultants, relating to or arising from the RFQ. The City will not be
liable to any Contractor for any claims, whether for costs, expenses, losses or damages,
or loss of anticipated profits, incurred by the Contractor in preparing and submitting a
Quotation, or participating in negotiations for a contract, or other activity related to or
arising out of this RFQ.
11.
CONTRACTOR'S QUALIFICATIONS
By submitting a Quotation, a Contractor represents that it has the expertise,
qualifications, resources, and relevant experience to supply the Goods and Services.
12.
CONFLICT OF INTEREST
A Contractor must disclose in its Quotation any actual or potential conflicts of interest
and existing business relationships it may have with the City, its elected or appointed
officials or employees. The City may rely on such disclosure.
RFQ (Goods and Services) No.: 1220-40-92-09
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13.
SOLICITATION OF COUNCIL MEMBERS AND CITY STAFF
Contractors and their agents will not contact any member of the City Council or City staff
with respect to this RFQ, other than the contact person named in Section 3, at any time
prior to the award of a contract or the cancellation of this RFQ.
14.
CONFIDENTIALITY
All Quotations become the property of the City and will not be returned to the Contractor.
All Quotations will be held in confidence by the City unless otherwise required by law.
Contractors should be aware the City is a "public body" defined by and subject to the
Freedom of Information and Protection of Privacy Act of British Columbia.
15.
SIGNATURE
The legal name of the person or firm submitting the Quotation should be inserted in the
Quotation. The Quotation should be signed by a person authorized to sign on behalf of
the Contractor and include the following:
(a)
(b)
(c)
16.
If the Contractor is a corporation then the full name of the corporation should be
included, together with the names of authorized signatories. The Quotation
should be executed by all of the authorized signatories or by one or more of them
provided that a copy of the corporate resolution authorizing those persons to
execute the Quotation on behalf of the corporation is submitted;
If the Contractor is a partnership or joint venture then the name of the partnership
or joint venture and the name of each partner or joint venturer should be
included, and each partner or joint venturer should sign personally (or, if one or
more person(s) have signing authority for the partnership or joint venture, the
partnership or joint venture should provide evidence to the satisfaction of the City
that the person(s) signing have signing authority for the partnership or joint
venture). If a partner or joint venturer is a corporation then such corporation
should sign as indicated in subsection (a) above; or
If the Contractor is an individual, including a sole proprietorship, the name of the
individual should be included.
BONDS
(a)
No Bid Bond is required.
(b)
Consent of Surety
Quotations to also be accompanied by a Undertaking of Surety, given by a surety
company licensed to conduct business in Canada indicating that if the Quotation
is accepted, that the surety company will, within ten days of the execution of the
contract by the Contractor, provide:
i)
ii)
Performance Bond in the amount of 50% of the Contract Price; and
Labour and Material Payment Bond in the amount of 50% of the Contract
Price.
naming the City as the obligee and the Contractor as the principal under the said
bonds.
RFQ (Goods and Services) No.: 1220-40-92-09
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SCHEDULE A
SCOPE OF SERVICES
SANITARY SEWER RELINE AND POINT REPAIR
PROGRAM
RFQ (Goods and Services) No.: 1220-40-92-09
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SCHEDULE A
SCOPE OF SERVICES
1.
SCOPE OF SERVICES
Provide all labour, materials, tools, equipment, layout, survey, permits, inspections, and on
site supervision for the installation of point repairs and relines by approved methods, on
existing sanitary sewer gravity systems.
General components of work include, but not limited to:








Pre and Post Closed Circuit Television (CCTV) inspection and deficiency reporting for
sanitary sewers.
Prepare linear design and submit sample for independent testing, including determining
required length.
Supply and install Relining and Point Repairs, including overlap and end grouting.
Reinstate affected service connections including interface grouting or connections.
Digital video inspection, preparation of interpretive reports complete with digital still
photos upon completion of all rehabilitation work.
Provision for traffic control and traffic diversion in accordance with the General
Conditions.
Restrict and divert the sewage flow from the sewer section being inspected, tested or
rehabilitated, as required.
Any other related works.
The detailed scope of work is as described in Schedule B – Appendix 1, MMCD
Specifications (standard document – not included), and Supplementary Specifications
(Schedule B – Appendix 3).
Persons or firms submitting a Quotation shall be actually engaged in the lines of work
required by the specifications, and shall be able to refer to work of a similar character
performed by them.
The following terms are additional to the terms and conditions contained in the MMCD
– Instructions to Tenderers – Part II:
2.
TEST HOLES (section 6.4)
The City will not be arranging for the digging of test holes in this contract.
3.
PRICES (section 10.4)
If a Contractor has omitted to enter a price for an item of Work set out in the quotation, unless
the Contractor indicates to the contrary, the Contractor shall be deemed to have allowed
elsewhere in the quotation for the cost to carry out that item of Work and no increase will be
allowed on account of such omission.
RFQ (Goods and Services) No.: 1220-40-92-09
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SCHEDULE A - 1
PROJECT INFORMATION

PACP CCTV Inspection Form

PACP CCTV Inspection Continuation Form

NASSCO’s Pipeline Assessment and Certification Program Form
o Section 4 – Continuous Defect Coding
o Section 5 – Structural Defect Coding

NASSCO’s Pipeline Assessment and Certification Program Form
o Section 6 – Operational and Maintenance
o Section 7 – Construction Features Coding
o Section 8 – Miscellaneous Features Coding

Sanitary Sewer Flushing Procedure
SANITARY SEWER RELINE AND POINT REPAIR PROGRAM
REFERENCE #1220-40-92-09
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RFQ (Goods and Services) No.: 1220-40-92-09
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CITY OF SURREY
SANITARY SEWER FLUSHING PROCEDURE
 When flushing a sanitary sewer main line, it will be necessary to remove the I.C. lids (where
possible) to reduce the chance of pressure fluctuations (back or low pressure) in the house
plumbing.
 In the event the operator is requested, by the City to clear a sanitary sewer I.C. blockage, it is to be
pumped out in order to remove debris, and then flushed after plugging the private side of the
sanitary I.C. This is also to eliminate pressure fluctuations.
 If a pressure fluctuation situation does occur, the City shall be notified immediately.
 The Contractor is fully responsible for any damage caused by pressure fluctuations, and shall
be responsible to mitigate the situation with the property City.
 In the process of flushing, debris such as gravel, etc., when present, must be collected and
removed at the down-stream manhole.
 The following conditions shall be reported to the City, with pertinent information such as asset type
and identifying numbers, address or location, type of problem discovered or encountered, and
severity of problem, if known:
 Grease in a main line;
 Roots in a main line;
 Structural damage to a main line;
 Infiltration at a manhole;
 Structural damage in a manhole;
 Inability to locate or access an existing manhole because it is buried or obstructed.
 Where data recording or work order sheets are provided by the City, they shall be completed in
accordance with the instructions provided by the City.
 Unless otherwise specified, the Contractor is responsible for and shall adhere to all WCB
regulations and Health and Safety regulations, including, but not limited to:
 Traffic control;
 Safety apparel and apparatus;
 Confined space entry;
 Overhead electrical safety;
 Contaminated waste transport and disposal;
 Etc.
RFQ (Goods and Services) No.: 1220-40-92-09
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SCHEDULE B
SAMPLE AGREEMENT
for
SANITARY SEWER RELINE AND POINT REPAIR
PROGRAM
between
CITY OF SURREY
and
_________________________
(Contractor)
REFERENCE #1220-40-92-09
RFQ (Goods and Services) No.: 1220-40-92-09
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SANITARY SEWER RELINE AND POINT REPAIR PROGRAM
REF. #1220-40-92-09
SAMPLE AGREEMENT
THIS AGREEMENT made this _____ day of __________________, 2009.
BETWEEN:
CITY OF SURREY
14245 - 56th Avenue,
Surrey, British Columbia, V3X 3A2
(the "City")
AND:
CONTRACTOR
(name and office address of Contractor)
(the "Contractor")
WHEREAS:
A.
The City desires to engage the services of the Contractor for:
“Sanitary Sewer Reline and Point Repair Program”
B.
The Contractor has previously provided services to others of a similar nature and has the expertise for
the sanitary sewer rehabilitation & I/I reduction for the City.
THEREFORE, in consideration of $1.00 and other good and valuable consideration paid by each of the
parties to each other (the receipt and sufficiency of which hereby acknowledged) the City and the Contractor
agree as follows:
1.
THE WORK
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 Schedule as required by the Contract Documents and will achieve Substantial
Performance of the work on or before ______________________, 2010 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.
2.
CONTRACT DOCUMENTS
2.1
The Contract Documents consist of the documents listed or referred to, 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 City 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.
RFQ (Goods and Services) No.: 1220-40-92-09
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3.
CONTRACT PRICE
3.1
The price for the Work ("Contract Price") shall be the sum in Canadian dollars of the following:
3.2
a)
the product of the actual quantities of the items of Work listed in the Schedule C which are
incorporated into or made necessary by the Work and the unit prices listed in the Schedule C;
plus
b)
all lump sums, if any, as listed in the Schedule C, for items relating to or incorporated into the
Work; plus
c)
any adjustments, including any payments owing on account of Change Orders and agreed to
Extra Work, approved in accordance with the provisions of the Contract Documents.
The Contract Price shall be the entire compensation due 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.
Fees and GST shall not exceed the amount of $ ___________________, without the prior written
approval of the City.
4.
PAYMENT
4.1
Subject to applicable legislation and the provisions of the Contract Documents, the City shall make
payments to the Contractor.
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 City,
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.
NOTICES
6.1
Communications among the City, 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 City:
City of Surrey
Engineering Department
Operations Division
6645 – 148th Street,
Surrey, BC V3C 3C7
Fax: 604-591-7836
Attention: Mr. Brennan Sharma, Engineering Assistant
The Contractor:
Fax: (____) ______________________
Attention: ________________________
6.2
A communication or notice that is addressed as above shall be considered to have been received:
a) immediately upon delivery, if delivered by hand; or
b) immediately upon transmission if sent and received by fax; or
c) after 5 Days from date of posting if sent by registered mail.
RFQ (Goods and Services) No.: 1220-40-92-09
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6.3
The City or the Contractor may, at any time, change it 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 City 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.
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 City which can be unreasonably
withheld, 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 of intent of this Contract or any
of the provision 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 on the day and year first above
written.
City of Surrey:
by is authorized signatory:
Contractor:
by is authorized signatory:
________________________________
________________________
________________________________
________________________
RFQ (Goods and Services) No.: 1220-40-92-09
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SCHEDULE B – SAMPLE AGREEMENT
AGREEMENT SCHEDULE 1 - SCHEDULE OF CONTRACT DOCUMENTS
The following is an exact and complete list of 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 Volume
II”, (“MMCD”) edition dated 1996. All section of this publication are included in the
Contract Documents. The documents noted with “**” are contained in the City of Surrey
Supplementary Master Municipal Construction Documents, latest edition. All sections of
these publications are include in the Contract Documents.
1.
2.
3.
4.
5.
5.
7.
8.
9.
10.
11.
Agreement
Addenda
Supplementary General Conditions; if any,
General Conditions*
Special Provisions
Supplementary Specifications (Projects)
MMCD Specifications*
Contract Drawings
Supplementary Standard Drawings**
MMCD Standard Detail Drawings*
RFQ Document
RFQ (Goods and Services) No.: 1220-40-92-09
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SCHEDULE B - APPENDIX 1
SPECIAL PROVISIONS
S.P.1 Definitions
In these Special Provisions, unless the context otherwise requires,
“Calendar Year” means the time period form January 1 to December 31;
“Item” means item of the Schedule C;
“Section” means section of the Specifications or the Conditions of Contract; and,
“Year of the Term” as used herein shall mean each twelve-month period _________ to
______ in the Term.
S.P.2 Coordination
The Contractor will be responsible for coordinating with other contractors, building users, City
forces, outside agencies and others as required throughout the Contract.
S.P.3 Construction Access
The designated access to and from the construction site must be approved by the City. All
construction traffic must use the designated access including heavy equipment, trucks and
workers’ personal vehicles.
S.P.4 Site Security & Site Safety
The Contractor will be responsible for site security and site safety throughout the Contract
duration.
S.P.5 Proposed Substitutions
Acceptance of material specifications that are an equal or higher level of quality compared to
the material specified will not be unreasonably withheld.
Evaluation of the substitutions to be made solely by the City whose decision shall be final.
S.P.6 Qualifications of Contractor
Contractors, bidding for this project to have extensive experience in the scope of work as
outlined in this document. They should be able to deliver a cost-effective, reliable and
efficient system. Additionally, they shall be able to work, co-operate and communicate
effectively with City officials and Sub-contractors harmoniously.
S.P.7 Tradesmen
Should any dispute arise regarding the quality of the workmanship, materials or products
used in the performance of the work, the final decision regarding the acceptable quality of the
workmanship, and fitness of the materials and products rests strictly with the City.
Additionally, all works required hereunder will be performed as promptly as possible, and in
any event within the time stated by the City, and such work will be subject to approval and
acceptance of the City, but such approval and acceptance will not relieve the Contractor from
the obligation to correct any incomplete, inaccurate or defective work, all of which shall be
promptly remedied by the Contractor on demand, without cost to the City.
RFQ (Goods and Services) No.: 1220-40-92-09
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The Contractor to provide professional review of all facets of work as required from time to
time by the City.
S.P.8 Damage
The Contractor will be responsible for any and all damages to property or persons and for
any losses or costs to repair or remedy the works as a result of any negligent act or omission,
or misconduct in the performance of the works and its subcontractor’s work and shall
indemnify and hold harmless the City, its officers, agents and employees from all suits,
claims, actions or damages of any nature whatsoever resulting therefrom unless such loss,
damage, injury or loss results from or arises out of the error, omission and/or negligent acts
of the City, or its officers, for subsequent correction of any such error, omission and/or
negligent acts or of its liability for loss or damage resulting therefrom. Except as to
professional liability, these indemnities shall not be limited by the listing of any insurance
coverage.
S.P.9 Permits and Fees
The Contractor is to secure and pay for all permits, and governmental fees, licenses and
inspection necessary for proper execution and completion of the work which are customarily
secured after execution of an agreement and which are legally required. The Contractor is to
comply with and give notices required by Laws applicable to performance of the work.
S.P.10 Worksite Conduct
All labourers and workers, while working in and around the City’s facilities, shall act in a
professional manner. The Contractor is to enforce proper discipline and decorum among all
labourers and workers on the worksite and is to control, among other things: 1) noise,
including music; 2) the use of offensive language; 3) smoking or drinking of alcoholic
beverages on the worksite; 4) physical violence; 5) riding in the passenger elevators; 6)
thievery; and 7) the transportation of articles or materials deemed hazardous. If the City
determines, in its sole discretion, that any labourer need to be removed due to his or her
failure to comply with the terms of this provision, the Contractor will remove such labourers
from the worksite immediately.
Alcohol and drugs are not tolerated on this site at any time including anyone deemed to be
under the influence shall be escorted off site.
S.P.11 Protection of the Work and Use of Premises
During the performance of the work, the Contractor is to at all times keep the worksite and
such immediate surrounding areas which it may utilize from waste materials, debris and/or
rubbish and is to employ adequate dust control measures. If accumulation of such materials,
debris, rubbish or dust constitutes a nuisance or safety hazard or is otherwise objectionable
in any way, as reasonably determined by the City, the Contractor is to promptly remove them.
If any claim, suit, losses, or action be brought by a person affected by the transportation of
materials, equipment, goods or wastes to and from the worksite, the Contractor shall defend,
indemnify and hold harmless all indemnified parties.
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S.P.12 Worksite Clean-Up
Cleanup is to be done on a daily basis. Materials must be separated and placed into a
garbage container provided and located in designated area on site.
Furthermore, the Contractor is to, at all times, keep the premises free from accumulations of
waste materials or rubbish caused by the Contractor’s work. At the completion of the work,
the Contractor is to remove all project signs and all rubbish and temporary work, of every
nature, from and about the worksite. The Contractor is to remove all tools, scaffolding and
surplus materials and is to leave the worksite broom clean or its equivalent. If the Contractor
fails to clean up as required by this RFQ, the City may do so and the costs associated with
such clean up is to be charged to the Contractor.
S.P.13 Final Completion and Payment
When the work is finally complete and the Contractor is ready for a final inspection, the
Contractor is to notify the City, in writing and arrangements will be made for final inspection.
If the City confirms that the project is complete including all deficiencies, is in full accordance
with the contract and the Contractor has performed all of its obligations, is hereby entitled to
submit for final payment.
S.P.14 Term and Renewals
The Contractor will provide the Goods and Services set out in Schedule A and Schedule A-1
for the period commencing from August 1st, 2009 to July 31st, 2010 (the "Term").
The City may at any time prior to 30 days before the end of the Term, by written notice to the
Contractor, extend the Term for a period of time not to exceed four one year periods. If the
City elects to extend the Term, the provisions of this Agreement will remain in force, including
the fees payable under the Quotation, except where amended in writing by the parties.
S.P.15 Fee Adjustment
All Fees shall remain firm for the first twenty-four (24) months and thereafter the Fees shall
be subject to an increase during the term once per Year of the Term by a percentage which
shall not be greater than the percentage increase in the Consumer Price Index (All items) for
Vancouver, British Columbia as published by Statistics Canada ("CPI"), or any successor
government agency for the Calendar Year immediately preceding the applicable January 1st
of the current Calendar Year.
RFQ (Goods and Services) No.: 1220-40-92-09
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SCHEDULE B
APPENDIX 2
METHOD OF MEASUREMENT AND PAYMENT
SANITARY SEWER RELINE AND POINT REPAIR
PROGRAM
AT
VARIOUS CITY LOCATIONS
RFQ (Goods and Services) No.: 1220-40-92-09
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SCHEDULE B - APPENDIX 2
METHOD OF MEASUREMENT AND PAYMENT
The work in this contract is to be completed in accordance with the Master Municipal
Construction Document (MMCD) Specifications.
1.0
General
The method of measurement and payment as described in Section
02100 of the MMCD will not apply to the work in this contract. This
section replaces Section 02100 of the MMCD in its entirety.
1.1
Payment
.1
All payment for work within this Contract is included in the lump
sum(s) and unit prices listed in Appendix 5 - Schedule of Prices.
No separate or extra payment will be made for the work
described as part of the work in the Contract documents.
.2
The work includes all materials, labour, equipment, plant, cut and
waste, specified testing, other incidentals, and miscellaneous
materials necessary to complete the work in conformance with
the Contract drawings and specifications.
.3
The determination of the percentage of the work complete for the
purposes of a progress payment will be made by the City in
consultation with the Consultant and will be determined to an
accuracy of plus or minus 5%
RFQ (Goods and Services) No.: 1220-40-92-09
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SCHEDULE B
APPENDIX 3
SUPPLEMENTARY SPECIFICATIONS (PROJECT)
SANITARY SEWER RELINE AND POINT REPAIR
PROGRAM
AT
VARIOUS CITY LOCATIONS
RFQ (Goods and Services) No.: 1220-40-92-09
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SCHEDULE B – APPENDIX 3
SUPPLEMENTARY SPECIFICATIONS (PROJECT)
TABLE OF CONTENTS
Page
SSP 1
General
SSP 2
Scope of Work .............................................................................................................25
SSP 3
Description of Work ....................................................................................................25
SSP 4
Limits of Site ................................................................................................................25
SSP 5
Contract Time / Responsibilities ...............................................................................25
SSP 6
Liquidated Damages ...................................................................................................26
SSP 7
Access
SSP 8
Traffic Control ..............................................................................................................26
SSP 9
Supply of Water ...........................................................................................................27
SSP 10
Requirements of Work & Personnel ..........................................................................27
SSP 10.1
SSP 10.2
SSP 10.3
SSP 10.4
SSP 10.5
SSP 11
.................................................................................................................26
Units of Work Defined ..............................................................................27
Risk, Health & Safety ...............................................................................28
Safety.......................................................................................................28
Workers’ Compensation ..........................................................................29
Occupational Health and Safety ..............................................................29
Safety Procedures and Health Regulations .............................................................30
SSP 11.1
SSP 11.2
SSP 11.3
SSP 11.4
SSP 12
.................................................................................................................25
General ....................................................................................................30
Safety Training ........................................................................................30
Documentation to be Available on Site ...................................................31
Site Inspections and Audit .......................................................................31
Sewer Flow Management............................................................................................31
SSP. 12.1
Payment...................................................................................................32
SSP 13
Unit Price
.................................................................................................................32
SSP 14
Notification / Schedule of Work .................................................................................34
SSP 15
Quality of Work Performance .....................................................................................34
SSP 16
Dump Sites .................................................................................................................34
SSP 17
Sewer Cleaning ............................................................................................................35
SSP 17.1
SSP 17.2
SSP 17.3
SSP.18
Intent ........................................................................................................35
General ....................................................................................................35
Cleaning Equipment ................................................................................35
CCTV Inspection ..........................................................................................................36
SSP.18.1
SSP.18.2
SSP.18.3
SSP.18.4
SSP.18.5
SSP.18.6
General ....................................................................................................36
Process ....................................................................................................37
Recording Equipment ..............................................................................38
Safety Equipment ....................................................................................39
Inspection Reports ...................................................................................39
Measurements for Payments...................................................................40
SSP 19
Grease Removal ..........................................................................................................41
SSP 20
Point Repairs ...............................................................................................................41
SSP 21
Reline Mainline ............................................................................................................41
RFQ (Goods and Services) No.: 1220-40-92-09
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SSP 22
Point Repair & Reline Conditions ..............................................................................42
SSP 22.1
SSP 22.2
SSP 22.3
SSP 22.4
SSP 22.5
SSP 22.6
SSP.22.7
Liner Materials .........................................................................................42
Liner Design.............................................................................................42
Installation................................................................................................43
Liner Retrieval..........................................................................................43
Liner Finish ..............................................................................................43
Liner End Seals .......................................................................................43
Documentation ........................................................................................43
SSP 23
Quality Assurance .......................................................................................................44
SSP 24
Obstruction .................................................................................................................44
SS P 25
Warranty
SSP 26
Definitions .................................................................................................................45
.................................................................................................................44
RFQ (Goods and Services) No.: 1220-40-92-09
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SCHEDULE B – APPENDIX 3
SUPPLEMENTARY SPECIFICATIONS (PROJECT)
SERVICES PURSUANT TO GENERAL CONDITIONS
These specifications should be read in conjunction with the Master Municipal Construction Documents
(MMCD) Volume II – General Conditions, Specifications and Standard Detail Drawings 2000, as amended
(not included herein); and the City of Surrey Supplementary Master Municipal Construction Documents:
Supplementary Specifications and Supplementary Standard Drawings, January 2002 (not included herein).
The Bidder is required, as part of his obligation under the Quotation, to perform the various services and
activities described in the Supplementary Provisions SSP 1 to SSP 26 hereunder:
SSP 1
General
This section outlines all supplementary specifications (S.P.’s) related to sewer rehabilitation including flushing,
video, repair, inspections, relinings, manhole repairs, etc. ONLY those items related to the Scope of Work
outlined in SSP 2 will be applicable to this RFQ.
SSP 2
Scope of Work
The RFQ involves the delivery of labour, equipment and material for the installation of point repairs and relines
by approved methods, on existing sanitary sewer gravity systems. The work will be ordered by the City
solely based on an “as, if and when required” basis. There is no commitment on the City to any
quantities.
SSP 3
Description of Work
The work carried out under this Contract may be described generally as the installation of point repairs and
relines, by approved methods, on existing sanitary gravity sewer systems, including:









SSP 4
Flushing, grease cutting and cleaning sanitary sewers, and as required to permit testing service
interfaces as shown on contract maps.
Pre and Post Closed Circuit Television (CCTV) inspection and deficiency reporting for sanitary
sewers.
Prepare linear design and submit sample for independent testing, including determining required
length.
Supply and install Relining and Point Repairs, including overlap and end grouting.
Reinstate affected service connections including interface grouting or connections.
Digital video inspection, preparation of interpretive reports complete with digital still photos upon
completion of all rehabilitation work.
Provision for traffic control and traffic diversion in accordance with the General Conditions.
Restrict and divert the sewage flow from the sewer section being inspected, tested or
rehabilitated, as required.
Any other related works.
Limits of Site
The Site is limited to City right-of-ways and the private property covered by property impact statements, or
consented to by City.
SSP 5
Contract Time/Responsibilities
NOTICE OF CLIENT/CITY REQUIREMENTS which are relevant to and within the scope of work to be
performed under the contract.
MUNICIPAL AND OTHER LICENSES AND PERMITS and assistance in obtaining approvals or consent from
utilities or carriers such as the telephone company or other persons or organizations upon whose property or
authority performance of work under the contract might impinge; or a written release from responsibility for the
performance of work under the contract if and to the extent such work is precluded by the inability to obtain
approvals or consent.
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CLEARANCE OF BLOCKAGES OR OBSTRUCTIONS in the sewer system, if any, if such clearance is
required for performance of work under the contract and if such clearance is not otherwise provided for within
the contract.
LOCATION AND EXPOSURE OF ALL MANHOLES, unless otherwise provided for in the Technical
Specifications of the contract. The City will locate and designate all manhole access points open and
accessible for the work, and provide rights of access to these points.
A MANHOLE-NUMBERING SYSTEM referenced to a map for all areas of the project and accurate manhole
invert elevations when required for performance of the work will be supplied by the City.
THE SHUTDOWN OR MANUAL OPERATION OF PUMP STATIONS if such becomes necessary for
performance of the work should be by the City.
NOTICE TO THIRD PARTIES (such as public utilities and the telephone company) of the Contractor’s intent to
perform work in an area where such parties may have rights to underground property or facilities, and request
for maps or other descriptive information as to the nature and location of such underground facilities or
property and assurance of the Contractor’s ability to enter upon any public or private lands to which access is
required for performance of the work under the contract.
INFORMATION PERTINENT TO THE SITE of the project including reports prepared under previously
accomplished studies or surveys and other data relative to the project, including, maps, drawings,
construction specifications, sewer system records, etc.
SSP 6
Liquidated Damages
If the Contractor fails to meet the milestone date for substantial performance as set out in the form of
Quotation, then the City may deduct from any monies owing to the Contractor for the work.
1.
As a genuine pre-estimate of the City’s increased costs for the Contract Administrator and the City’s
own staff caused by such delay an amount of $500.00 per day or pro rata portion for each calendar
day that actual substantial performance is achieved after the substantial performance milestone date;
plus
2.
All direct out-of-pocket costs, such as costs for safety, security, or equipment rental, reasonably
incurred by the City as a direct result of such delay.
If monies owing to the Contractor are less than the total amount owing by the Contractor to the City under (1)
and (2) then any shortfall shall immediately, upon written notice from the City, and upon substantial
performance, be due and owing by the Contractor to the City.
SSP 7
Access
It is the responsibility of the Contractor to ensure vehicles are not parked over the manholes and other sanitary
sewer access points. The Contractor shall schedule work by posting no parking signs along the street on the
day before the scheduled operation. Traffic signs are available from the Engineering Operations Yard, 6645 148th Street, Surrey, for collection and must be returned before final payment can be made. Any loss or
damage to the sign shall be borne by the Contractor.
The City may have located the inspection chambers for conducting the video inspection of the service laterals.
The Contractor shall be responsible for any damage done to private property during the course of accessing
the inspection chambers to conduct the video inspection.
The Contractor shall notify residents prior to accessing easements and rights-of-way adjacent to private
property. Permission to access private property shall be obtained from the resident(s) prior to accessing the
property. When required, work shall be rescheduled so as not to disturb residents.
The Contractor shall notify the Contract Administrator of any sewer sections that cannot be video inspected
due to un-located manholes, inspection chambers or property access problems.
SSP 8
Traffic Control
Work shall not be performed on arterial and collector roadways between 6:00 a.m. and 9:00 a.m. or between
3:30 p.m. and 7:00 p.m., unless otherwise approved by the Contract Administrator.
RFQ (Goods and Services) No.: 1220-40-92-09
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SSP 9
Supply of Water
The Contractor may obtain water from the City as detailed below (with 24 hours notice) by contacting the
Sanitary Sewer Foreman, at 604-590-7219. This must be coordinated through the water operations group, as
permits may be required for water use.
a)
Designated standpipes
b)
Fire hydrants
SSP 10 Requirements of Work & Personnel
The following units of work defined pertain to sewer inspection and rehabilitation. Only those applicable to this
RFQ will be considered.
SSP 10.1
Units of Work Defined
SEWER LINE CLEANING shall be performed with hydraulically propelled, high-velocity jet, or
mechanically powered equipment. Selection of equipment shall be based on field conditions such as
access to manholes, quantity of debris, size of sewer, depth of flow, etc.
SEWER PIPE JOINT TESTING shall be performed to identify leaking (infiltration) pipe joints and shall be
accomplished by applying a positive test pressure to each sewer pipe joint, monitoring the test pressure
and monitoring the test media flow rate (water test) or the pressure decay time (air test).
SEWER PIPE JOINT SEALING shall be accomplished by the injection of chemical sealing (grouting)
materials into and/or through structurally sound joints from within the pipe (packer method.)
LATERAL SEWER SEALING shall be accomplished using special techniques and equipment working
from the main sewer or an access point.
LATERAL SEWER LINING shall be accomplished from a clean out, from an excavation, or remotely from
the mainline.
SEWER LINE SECTION SEALING including lateral connections and manholes shall be accomplished
using the flooding method with a net hydrostatic exfiltration head of at least 1.2 m.
PIPE POINT REPAIR shall be performed to repair short lengths of damaged pipe by injection of epoxy
resin using a flexible packer, or by sectional lining methods.
SEWER PIPE AND LINING INSERTION shall be performed in mainline sewers. Processes include
Cured-in-Place Pipe (CIPP), Fold and Form (Deformed/Reformed), Slipline Pipe, Pipe Sections Insertion,
Spiral Wound Liner, and Pipe Bursting.
SEWER MANHOLE SEALING shall be accomplished by structure sealing with chemical grout,
cementitious materials, resin-soaked oakum, and manufactured seals; by frame sealing with applied
materials or manufactured seals; and by cover sealing.
SEWER MANHOLE REHABILITATION shall be accomplished by application of sealing, plugging,
patching, coating, and lining processes and materials that will seal, protect or structurally rehabilitate the
manhole. Methods include lining and structural enhancement of the manhole using cast-in-place
concrete, spray applied cementitious material, cured-in-place thermoset pipe, profiled PVC (grouted)
liners, and prefabricated fiberglass (grouted). Work may include repair of manhole chimney and corbel;
by step removal or replacement; and by frame & cover reinstallation or replacement.
SEWER FLOW CONTROL shall be performed as required to comply with these specifications.
TELEVISION INSPECTION shall be required to reveal and document sewer line conditions and/or
performed in advance of or in conjunction with pipe testing/sealing, pipe repair, and pipe lining activities.
NOTICE OF CLIENT/CITY REQUIREMENTS which are relevant to and within the scope of work to be
performed under the contract.
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MUNICIPAL AND OTHER LICENSES AND PERMITS and assistance in obtaining approvals or consent
from utilities or carriers such as the telephone company or other persons or organizations upon whose
property or authority performance of work under the contract might impinge; or a written release from
responsibility for the performance of work under the contract if and to the extent such work is precluded
by the inability to obtain approvals or consent.
CLEARANCE OF BLOCKAGES OR OBSTRUCTIONS in the sewer system, if any, if such clearance is
required for performance of work under the contract and if such clearance is not otherwise provided for
within the contract.
LOCATION AND EXPOSURE OF ALL MANHOLES, unless otherwise provided for in the Technical
Specifications of the contract. The City will locate and designate all manhole access points open and
accessible for the work, and provide rights of access to these points.
A MANHOLE-NUMBERING SYSTEM referenced to a map for all areas of the project and accurate
manhole invert elevations when required for performance of the work will be supplied by the City.
THE SHUTDOWN OR MANUAL OPERATION OF PUMP STATIONS if such becomes necessary for
performance of the work shall be by the City.
NOTICE TO THIRD PARTIES (such as public utilities and the telephone company) of the Contractor’s
intent to perform work in an area where such parties may have rights to underground property or facilities,
and request for maps or other descriptive information as to the nature and location of such underground
facilities or property and assurance of the Contractor’s ability to enter upon any public or private lands to
which access is required for performance of the work under the contract.
INFORMATION PERTINENT TO THE SITE of the project including reports prepared under previously
accomplished studies or surveys and other data relative to the project, including, maps, drawings,
construction specifications, sewer system records, etc.
SSP 10.2
Risk, Health & Safety
Refer to the attached Risk, Heath and Safety Responsibility of Contractor requirements (Appendix 8) that
outline the responsibility for all Contractors working for the City of Surrey.
SSP 10.3
Safety
The Contractor shall, at all times, employ safety procedures required by the Workers’ Compensation
Board (Worksafe BC), and any other safety regulations relating to the control of vehicle and pedestrian
traffic.
The Contractor shall be solely and completely responsible for the safe condition of the work site including
safety of all persons and property during performance of the work. The Contractor shall operate at the
work site and perform the work in a manner, which meets the “Industrial Health and Safety Regulations”.
The requirements shall apply continuously and not be limited to only normal working hours. The
Contractor shall provide all safety equipment required to carry out the work in accordance with the above
procedures. The Contractor must supply proof of status and coverage, and such coverage must include
not only employees, but also management and principals if they will be physically involved in the project.
All personnel provided for the work and services shall, at the Contractor’s expense, be properly attired
with safety-toed footwear, hardhat, recognized clothing, and all other provisions of the Industrial Health
and Safety Regulations of the Workers’ Compensation Board of B.C.
Workers’ Compensation Board must cover all employees, and it is required to indicate your registration
number on the attached form.
Non-compliance to the above paragraphs by personnel will be considered in violation of the contract and
will result in immediate dismissal of personnel involved with the job site and continued non-compliance
will result in cancellation of the contract.
RFQ (Goods and Services) No.: 1220-40-92-09
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SSP 10.4
Workers’ Compensation
The Contractor agrees that it shall at its own expense procure and carry or cause to be procured and
carried and paid for, full Worker's Compensation Board (Worksafe BC) coverage for itself and all workers,
employees, servants and others engaged in or upon any work or service which is the subject of this
contract. The Contractor agrees that the City has the unfettered right to set off the amount of the unpaid
premiums and assessments for such Workers' Compensation Board coverage against any monies owing
by the City to the Contractor. The City shall have the right to withhold payment under this contract until
the Workers' Compensation Board premiums, assessments or penalties in respect of work done or
service performed in fulfilling this contract had been paid in full.
The Contractor agrees that it is the Prime Contractor for the purposes of the Workers' Compensation
Board Occupational Health and Safety Regulation for the Province of British Columbia. The Contractor
shall have a safety program that meets the requirements of the Workers' Compensation Board, shall
provide first aid services, and shall ensure that all Workers' Compensation Board safety rules and
regulations are observed during performance of this contract, not only by the Contractor but by all subContractors, workers, material men and others engaged in the performance of this contract. Prior to
commencement of construction, the Contractor shall complete and file a "Construction Notice of Project"
with the Workers' Compensation Board and shall provide a copy of the same to the City confirming that
the Contractor shall be the Prime Contractor responsible for co-ordination of safety and health under 20.2
- Notice of Project; 20.3 – Co-ordination of Multiple Employer Workplaces; and Section 118 – Coordination at Multiple Employer Workplaces of the Workers' Compensation Board Occupational Health
and Safety Regulation.
The Contractor shall provide the City with the Contractor's Workers' Compensation Board registration
number and letter from the Workers' Compensation Board confirming that the Contractor is registered in
good standing with the Workers' Compensation Board and that all assessments have been paid to the
date thereof prior to the City having any obligation to pay monies under this contract.
The Contractor shall appoint a designated qualified co-coordinator to ensure the co-ordination of Health
and Safety activities for the work locations, provide assurance of a written safety program in accordance
with the Occupational Health & Safety Regulation, and to conduct weekly toolbox safety meetings and
monthly formal safety meetings with the minutes forwarded to the Engineer. The safety program, all
written safe work procedures, and site maps are to be available at the work site prior to the
commencement of the work.
The Contractor shall indemnify the City and hold harmless the City from all manner of claims, demands,
costs, losses, sanctions and penalties and proceedings arising out of or in any way related to unpaid
Workers' Compensation Board assessments owing from any person or corporation engaged in the
performance of this contract or arising out of or in any way related to the failure to observe safety rules,
regulations and practices of the Workers' Compensation Board, including penalties levied by the Workers'
Compensation Board.
SSP 10.5
Occupational Health and Safety
The Contractor and its employees and the Contractor’s Sub-Contractors and their employees shall
conform to all health and safety laws, by-laws, or regulations of the Province of British Columbia including
any regulations requiring installation or adoption of safety devices or appliances. The City of Surrey may,
on twenty-four (24) hours written notice to the Contractor, suspend the work hereunder as a result of
failure to install such devices or because the conditions of immediate danger exist that would be likely to
result in injury to any person. Such suspension will continue until the default or failure is corrected.
Without limiting the generality of any other indemnities granted by the Contractor herein, the Contractor
shall indemnify and save harmless the City of Surrey against any loss or expense or penalty suffered or
incurred by the City of Surrey by reason of failure of the Contractor, its agents or employees, or any subContractors of the Contractor, its agents or employees to comply or ensure compliance with the health
and safety laws, by-laws and regulations mentioned above.
RFQ (Goods and Services) No.: 1220-40-92-09
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Further, the Contractor warrants that it will not produce or discharge in any manner or form, directly or
indirectly, chemicals or toxic substances and that all vehicles and equipment used will not pose a hazard
to, or harm or adversely affect anyone coming into contact with them and covenants and agrees to
provide the City of Surrey with an environmental plan (where applicable), acceptable to the City of Surrey,
which plan shall outline the procedures to be followed by the Contractor to prevent the production or
discharge of chemicals or toxic substances into the environment.
(a)
The Contractor shall provide all his work in such a manner that it ensures safety, of the
public and in accordance with the safety regulations of the Workers' Compensation Board.
(b)
It is required that the Contractor understands and undertakes to comply with all the W.C.B.
Industrial Health and Safety Regulations for hazardous materials and substances namely,
the new "Workplace Hazardous Materials Information Systems (WHMIS)" Regulations.
If you are unfamiliar with the Industrial Health and Safety Regulations covering hazardous materials and
substances, in particular the WHMIS regulations, or if you are uncertain as to how they relate to the work
you are performing for the City of Surrey on its premises/work site, we suggest you call the W.C.B. Head
Office in Richmond during normal business hours – (8:30 a.m. – 4:30 p.m., Monday to Friday).
WHMIS INFORMATION
RESEARCH AND STANDARDS DEPARTMENT
Worksafe BC. Occupational Safety and Health Division
6951 Westminster Highway, Richmond, B.C., V7C 1C6
SSP 11
Safety Procedures and Health Regulations
SSP 11.1
General
In addition to the City of Surrey’s General Safety requirements described in S.P.10, the following details
additional safety procedures and requirements associated with the special nature of this project.
The Contractor shall at all times employ safety procedures required by the Workers' Compensation Board,
BC. Electrical Inspection and City of Surrey's Confined Space Entry Safety Procedure.
The Contractor shall be solely and completely responsible for the conditions of the work site including
safety of all persons and property during performance of the work. The Contractor shall maintain the work
site and perform the work in a manner, which meets the "Industrial Health and Safety Regulations"
especially those pertaining to Confined Space Entry, the "Industrial First Aid Regulations" of the Worker's
Compensation Board of British Columbia, and the City of Surrey's Confined Space Entry Procedure in
Schedule B - Appendix 9. These requirements shall apply continuously and not be limited to normal
working hours. The Contractor shall provide his own lighting, ventilation equipment, breathing apparatus,
harnesses, man lift device and lifelines, free standing tripod point, gas detector, as well as any other
safety equipment required to carry out the work in accordance with the above procedures.
SSP 11.2
Safety Training
The Contractor will be responsible for ensuring that all workers have completed training, prior to the start
of work, in all applicable disciplines in accordance with WCB requirements. All training costs and the
equipment required to undertake this training are the sole responsibility of the Contractor. The City will
have the right to request proof of training and any specific information regarding the content of that
training.
Training will be required in, but not limited to, the following areas for this project:
•
•
•
•
•
•
Confined Space Rescue
Confined Space Entry
Ventilation
Atmospheric Monitoring
Self-Contained Breathing Apparatus
Personal Protective Equipment
The Contractor must be able to demonstrate to the City that their workers have an understanding, working
knowledge of confined space entry practices, and a working knowledge of all equipment required to carry
out the work.
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In the event that work involving untrained individuals is being undertaken, the City will have the right to
stop the work until properly trained individuals are assigned. Any costs incurred as a result will be borne
by the Contractor.
SSP 11.3
Documentation to be Available on Site
The Contractor shall keep on-site, during the duration of the project, the following documentation:
i)
Contractor's confined space entry program, including, but not limited to: confined space
entry procedures, lockout procedures, emergency response procedure, etc.
ii)
Written confirmation of confined space training received by employees.
iii)
Documentation verifying that equipment being used meets applicable WCB requirements.
S.S.P 11.4
Site Inspections and Audit
The Contractor shall allow the City the right of inspection and audit of site safety conditions and all
pertinent health and safety performance records to measure adherence to safety and health objectives.
Such inspection and/or audit may take place without prior warning or notice of intent.
SSP 12
Sewer Flow Management
One or more of the following methods shall be used to manage flow in the sanitary sewer systems when
performing a reline or point repair:
a)
Work to be scheduled during off-peak times subject to the approval of the City (Noise By-law shall be
complied with during this Contract work. Specifically, 7:00 p.m. - 9:00 a.m., Monday to Saturday). When
working during off-peak times, the Contractor will be responsible for notifying neighboring residents of the
intended work schedule a minimum of 48 hours before commencing the work.
b)
A sewer line plug may be inserted into the sewer section at a manhole upstream from the section to be
inspected. The plug shall be designed such that either all or a portion of the impeded sewage flow can be
released. During the inspection, testing and rehabilitation work, flow shall be either shut-off or
substantially reduced in order to inspect the pipe at the invert.
c)
All or a portion of the flow shall be diverted from the sewer section by diverting flow from the upstream to
the downstream of the sewer section concerned, including all the flow of the service connections to the
sewer section concerned if necessary or if diverted.
The Contractor is responsible for restricting or diverting sewage flows in the sewer mainline and service
connections as required for performing the point repair and pipe replacement work. Flow from service
connections for multi-family residential units must be diverted to the downstream manhole. The Contractor
shall be responsible for the cost of any damages arising from the failure to properly divert sewer flows.
The Contractor shall submit a bypass pumping plan to the Contract Administrator for approval minimum one
week in advance of commencing work. The plan shall detail how the Contractor proposes to divert sanitary
sewer flow without damage to the environment, public or private property. The plan shall detail the Contractor’s
emergency plan for spill containment, pump failure, residential service backup and other problems.
All temporary work shall be removed upon completion of the work or at the end of each shift as directed by the
City.
Payment for work that involves flows exceeded 21 liters per second shall be made utilizing rates provided in
tables 5 & 6 in the Sewer Flow Management section of Schedule C.
The Contractor shall take all precautions to prevent spills to the environment or back-up of sewerage onto
private property.
The Contractor shall report any spills and back-ups and remedial action taken to the Contract Administrator
within one (1) day. In addition, if the spill exceeds 200 liters the Contractor shall notify the Provincial
Emergency Program (PEP).
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SSP 12.1
Payment
Payment for management of the sewer flow system that is less than 21 liters per second (by-pass
pumping, isolation, blocking, diverting, etc.) will be included in the unit price for items under Sewer
Relining and Point Repair, including supply installation and removal of the temporary system, all
equipment and materials including safety and containment material and equipment.
Payment for management of the sewer flow system that is greater than 21 liters per second shall be
quoted in table 5 for labour rates and table 6 for equipment required for Sewer Flow Management, at a
per hour rate.
SSP 13
Unit Price
The following items relate to payment for all items related to sewer rehabilitation, ONLY those applicable to the
work of this contract shall apply. All measurements shall be as specified or made by conventional means with
accuracies consistent with field conditions and common practice. Should a discrepancy in measurement exist
which is greater than 10%, the item in question shall be measured by both the Contractor and the City’s
Representative for verification.
Measurements for payments shall be based on the following schedule:
A BRIEF SUMMARY of the work completed in the previous week (smoke tested areas, length of sewer
inspected/tested, # of service interfaces tested, # of manholes inspected/grouted)
SEWER LINE CLEANING shall be paid for at the unit price bid per linear meter of each size pipe.
Measurements of the actual number of meters cleaned shall be made from the center of the manholes.
TRAFFIC CONTROL shall be included in the unit price for Relining and Point Repairs. Basic set-up will include
two flag personnel and signs any traffic control beyond the basic setup will be paid for separately. The
Contractor is required to submit rates for Traffic Control personnel and equipment.
SEWER FLOW CONTROL:

PLUGGING OR BLOCKING of the sewer flow shall be considered incidental to the work and shall
not be considered for payment.

PUMPING AND BYPASSING of sewer flows that are less than 21 liters per second shall be
considered incidental to the work and shall be included in the unit rates for relines and point
repairs.

LOWER FLOW BYPASS PUMPING where a 5.5 horse power 75mm pump or equivalent is
sufficient flow management costs shall be included in the unit rates for reline and point repairs.
Any flows greater than 21 liters per second requiring additional bypass pumping will be paid as a
separate item agreed upon with the City. The Contractor shall provide a list of all bypass pumping
equipment with the corresponding flow rates for each.
TELEVISION INSPECTION of the sewer lines shall be paid for at the unit price bid per linear meter of each
size pipe, no payment shall be made for any re-setups required. Measurements of the actual number of feet
inspected shall be made from the center of the manholes.
DVD RECORDINGS shall be paid for at the unit price bid per linear meter of sewer line digitally video
recorded. Measurements of the number of meters digitally video recorded shall be made from the center of
the manholes. When a digital video record of only points of significance is made, it will be paid for at the unit
price bid per DVD used for the recordings. Measurements shall be based on the number of DVDs used for
recordings. DVD recordings may be purchased by the City and shall be paid for at the unit price bid per DVD
used for the recordings.
SEWER PIPE JOINT TESTING shall be paid for at the unit price bid per joint for each size pipe.
Measurements shall be based on the actual number of joints tested. No payment will be made for joints
requiring retesting or for joints tested after sealing.
SEWER PIPE JOINT SEALING including all materials shall be paid for at the unit price bid per joint for each
size pipe. Measurements shall be based on the actual number of joints sealed.
SLIPLINING OF SEWERS shall be paid for in accordance with the items listed below.
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Excavation of insertion pit, INSTALLATION OF LINER, pipe jointing, sealing of pipe in manholes, and cleanup
shall be paid at the unit price bid per linear meter of each size pip lined. Measurements of the actual number
of meters sliplined shall be made from the center of the manholes.
WELL POINTING of insertion pits and excavation points (when authorized by the City’s Representative) shall
be paid on a lump sum alternate, including all items necessary to keep the excavation dry; e.g. pumping,
energy costs, etc. Measurements shall be based on the actual number of insertion pits and excavation points
well pointed.
REMOVAL OF OBSTRUCTIONS to allow liner to be pulled shall be paid at the unit price bid for obstruction
removal.
CONNECTING BUILDING SEWERS shall be paid on a depth per each basis for the number of connections
made, including all materials, supervision, labor, equipment, installation, excavation, backfilling, and cleanup.
Measurements shall be based on the actual number of building sewers connected at the various depths.
Payment for the following items, which may or may not be used, shall be made as follows:
 LUMBER authorized to remain in excavations shall be paid for at the unit price bid per board meter
used.
 OTHER MATERIALS shall be paid for at the unit price bid per each based on the actual quantities
used.
SEWER MANHOLE SEALING, including all materials, shall be paid for in accordance with the items listed
below:
MANHOLE STRUCTURE SEALING shall be paid at the unit price bid per vertical meter of each type of
manhole sealed. Measurements shall be based on the actual number of vertical meters sealed of each type of
manhole.
PRECAST MANHOLE JOINT SEALING shall be paid at the unit price bid per joint sealed. Measurements
shall be based on the actual number of joints sealed.
MANHOLE FRAME SEALING (Manufactured Seal) shall be paid at the unit price bid per internal and external
seal and extension. Measurements shall be based on the actual number of internal seals, external seals and
extensions installed or applied.
MANHOLE COVER SEALING shall be paid at the unit price bid per manhole cover sealed. Measurements
shall be based on the actual number of manhole covers sealed or replaced.
SEWER MANHOLE REHABILITATION, including all materials, shall be paid for using the quoted price.
SEALING, PLUGGING, PATCHING, AND COATING shall be paid at the unit price bid per vertical meter of
manhole wall with the materials specified. Measurements shall be based on the actual number of vertical
meters of manhole wall rehabilitated.
LINING AND STRUCTURAL ENHANCEMENT of manhole structures.
CAST-IN-PLACE CONCRETE LINER shall be paid at the unit price bid for each manhole up to 2.4 meter deep
and at the unit price bid for each additional vertical meter of depth, for each manhole diameter. Payment for
appurtenant items shall be made at the unit price bid for those individual items. Measurement shall be based
on the actual number of each size (diameter) manhole that is 2.4 meters or less in depth and the actual
number of vertical meters of additional depth of each manhole diameter.
PRE-FABRICATED FIBERGLASS LINER shall be paid at the unit price bid per manhole. Measurement shall
be based on the actual number of various size (diameter) manholes lined.
MANHOLE STEP REMOVAL AND REPLACEMENT shall be paid at the unit price bid per step.
Measurements shall be based on the actual number of steps installed.
MANHOLE FRAME AND COVER REINSTALLATION OR REPLACEMENT including elevation adjustment
shall be paid for at the unit price bid for manhole frame and cover reinstallation or replacement. The unit price
bid for replacement shall include the cost of the new frame and cover. Measurement shall be based on the
actual number of frames and covers reinstalled or replaced.
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Measurement for payments shall be based on the following schedule:
The respective amounts of work and service to be done and carried out and materials to be furnished in the
Schedule C – Schedule of Unit Prices are an estimate for purpose of comparing quotations only. The City does
not expressly nor by implication agree that the actual amounts of work or material of any class will correspond
even approximately to this estimate, but reserves the right to increase or decrease the amounts of any class or
portion of the Work, or to omit portions of the Work that may be deemed necessary or expedient by the City.
The Contractor shall make no claim for anticipated profits, for loss of profit, for damages, or for any extra
payment whatsoever, except as provided for herein, because of any difference between the amount of actual
work done and material actually furnished.
SSP 14
Notification/Schedule of Work
The Contractor shall provide a weekly e-mail status report to the Sanitary Sewer Foreman and the Contract
Administrator containing:
 The anticipated schedule of activities and locations for the upcoming workweek
 A brief summary of the work completed in the previous week (smoke tested areas, length of
sewer inspected/tested, # of service interfaces tested, # of manholes inspected/grouted)
 Any problems or unusual finding encountered the previous week
 Any other issues related to the work progress
E-mail contact information will be provided at the pre-construction meeting.
Failure of the Contractor to provide notification will result in the application of liquidated damages.
The hours of work will be from 7:00 a.m. to 5:00 p.m. or as approved by the City.
The response time to complete all reline or point repair work shall be no greater than 4 weeks from the day
Contractor receives notice from the City.
The Sanitary Sewer Foreman and the Contract Administrator shall be informed one week in advance of any
stoppage or restart of work.
Operation for each of the items may be separate and may involve several mobilizations, setting ups and
demobilization. Payment for these services and works is deemed to be included in the Unit Rates bid in the
Schedule C – Schedule of Unit Prices.
As outlined below, the Contractor shall schedule some components of the Work to improve the effectiveness
of the inspection and rehabilitation in the areas provided by the City.
SSP 15
Quality of Work Performance
All sanitary sewers in the designated line to be CCTV inspected shall be cleaned completely of all foreign
materials.
Manhole covers shall be reinstated in a firm non-movable position.
The performance demonstration by the Contractor and what is required by the City in addition to this
performance demonstration shall be the minimum standard for the level of services to be provided in this
Contract.
The Contractor shall follow flushing procedures as outlined in the City’s Sanitary Sewer Flushing Procedures.
All damages resulting from the non-compliance of this procedure will be the responsibility of the Contractor.
The value of unresolved claims against the Contractor will be deducted from progress payments and held until
the claim has been resolved to the satisfaction of the City.
SSP 16
Dump Sites
All waste that is removed from sanitary sewers under the contract shall be disposed of by the Contractor at
their cost at an approved off-site disposal area.
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SSP 17
Sewer Cleaning
SSP 17.1
Intent
The intent of sewer line cleaning is to remove foreign materials from the lines and restore the
sewer to a minimum of 95% of the original carrying capacity or as required for proper seating of
internal pipe joint sealing packers. Since the success of the other phases of work depends a great
deal on the cleanliness of the lines, the importance of this phase of the operation is emphasized.
It is recognized that there are some conditions such as broken pipe and major blockages that
prevent cleaning from being accomplished or where additional damage would result if cleaning
were attempted or continued. Should such conditions be encountered, the Contractor will not be
required to clean those specific manhole sections. If in the course of normal cleaning operations,
damage does result from pre-existing and unforeseen conditions such as broken pipe, the
Contractor will not be held responsible.
SSP 17.2
General
1.
Prior to all CCTV inspection, all sewer sections shall be cleaned using hydraulically
propelled or high velocity hydro cleaning equipment or any acceptable method of cleaning
according to the City’s Sanitary Sewer Flushing Procedure in Schedule A-1.
2.
High velocity hydro cleaning equipment shall be capable of delivering 4.0 l/sec (60 gpm) at
a working pressure of 13,800 Kpa (1200 PSI) with nozzle capable of producing a scouring
action from 15º to 45º in all size sewers designated to be cleaned.
3.
All dirt, grit, grease, rocks, and all other foreign materials shall be collected, removed and
disposed of from the designated sewers and manholes.
4.
Precautions shall be taken to protect the sewers from damage from the cleaning operation.
Precautions shall also be taken to prevent any damage or flooding to public or provide
property served by the sewers section involved.
5.
It may be necessary to remove sanitary IC lids to reduce the chance of lack of pressure into
the house plumbing.
6.
Payment for cleaning shall be included in the unit rates in Schedule C, Schedule of Unit
Prices. No additional payment will be made for additional flushing or cleaning required
when performing service interface testing and grouting on lines that have already been
cleaned under the contract.
SSP 17.3
Cleaning Equipment
SSP 17.3.1
Hydraulically Propelled Equipment
The equipment used shall be of a movable dam type and be constructed in such a way that
a portion of the dam may be collapsed at any time during the cleaning operation to protect
against flooding of the sewer. The movable dam shall be equal in diameter to the pipe
being cleaned and shall provide a flexible scraper around the outer periphery to insure
removal of grease. If sewer cleaning balls or other equipment, which cannot be collapsed,
is used, special precautions to prevent flooding of the sewers and public or private property
shall be taken.
SSP 17.3.2
High-Velocity Jet (Hydrocleaning) Equipment
All high-velocity sewer cleaning equipment shall be constructed for ease and safety of
operation. The equipment shall have a selection of two or more high-velocity nozzles. The
nozzles shall be capable of delivering 4.0 l/sec (60 gpm) at a working pressure of 13,800
kpa (1200 PSI), and capable of producing a scouring action from 15 to 45 degrees, in all
size lines designated to be cleaned. Equipment shall also include a high-velocity gun for
washing and scouring manhole walls and floor. The gun shall be capable of producing
flows from a fine spray to a solid stream. The equipment shall carry its own water tank,
auxiliary engines, pumps, and hydraulically driven hose reel.
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SSP 17.3.3
Mechanically Powered Equipment
Bucket machines shall be in pairs with sufficient power to perform the work in an efficient
manner. Machines shall be belt operated or have an overload device. Machines with direct
drive that could cause damage to the pipe will not be allowed. A power rodding machine
shall be either a sectional or continuous rod type capable of holding a minimum of 228
meters of rod. The rod shall be specifically heat-treated steel. To ensure safe operation, the
machine shall be fully enclosed and have an automatic safety clutch or relief valve. (This
method is not used on this project).
SSP 17.3.4
Large Diameter Cleaning
For cleaning large diameter sewer, storm or combination pipes, consideration should be
given to a combination hydraulic high volume water and solids separation system. The flow
from the sewer will provide water for the pump operation so no potable water is necessary
and treatment costs are not a factor. Water volume of up to 250 GPM at 2000 PSI+ will
move solids to the downstream manhole in high flow conditions. The separation system will
dewater solids to 95% (passing a paint filter test) and transfer them to a dump truck for
transport to a sewage treatment plant or approved landfill. Sewer water will be filtered to a
point where it can be used in the pump for continuous cleaning. No bypassing of sewer
flows will be necessary. The unit shall be capable of 24-hour operation and the unit shall
not leave the manhole until a section is fully cleaned.
SSP 17.3.5
Cleaning Precautions
During sewer cleaning operations, satisfactory precautions shall be taken in the use of
cleaning equipment. When hydraulically propelled cleaning tools (which depend upon water
pressure to provide their cleaning force) or tools which retard the flow in the sewer line are
used, precautions shall be taken to insure that the water pressure created does not
damage or cause flooding of public or private property being served by the sewer. When
possible, the flow of sewage in the sewer shall be utilized to provide the necessary
pressure for hydraulic cleaning devices. When additional water from fire hydrants is
necessary to avoid delay in normal work procedures, the water shall be conserved and not
used unnecessarily. No fire hydrant shall be obstructed in case of a fire in the area served
by the hydrant
SSP 18
CCTV Inspections
SSP 18.1
General
1.
The Contractor shall use a pan and tilt type camera, and record in color, on MPEG2 or better
digital format. Each entrance and exit manhole shall also be visually inspected, digitally video
recorded and digitally photographed.
2.
The designated sanitary sewer shall be flushed and completely cleaned prior to inspection.
Digital video inspection shall be performed only after sewers have been thoroughly cleaned so
that a clear picture of the interior of the sewer can be obtained. Particular emphasis is made to
the removal of accumulated grease where standard flushing practices will loosen the material
so that cracks and breaks can be observed during digital video inspection. Where the camera
is impeded, the Contractor shall immediately notify the City of Surrey who will make
arrangements to clear the line. Dewatering the main segment shall not be considered an
acceptable line cleaning practice for the purpose of digital video inspections.
3.
The Contractor shall be equipped with a blower fan capable of de-misting sewers when
required.
4.
Original DVDs and full reports for each sewer section shall be submitted to the City within two
weeks of digital video inspection of that sewer section.
5.
Depth of flow in the sewer shall not exceed one-third the pipe diameter during the digital video
inspection.
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6.
For NEW mains, water must be present in the main to allow for proper evaluation and
determination of any Bellies/Sags that may be present.
7.
Digital video inspections with submerged or unclear sections longer than 3 meters in total
length between consecutive manholes will not be accepted.
8.
Scheduling of all digital video inspections shall be closely coordinated with the Sanitary
Sewer Foreman or his designated official to ensure that the inspections are conducted during
low flow periods. The Contractor shall proceed with the requested digital video inspection of
a section within 48 hours of receiving notice from the City. The City reserves the right to
cancel or alter scheduled inspections without notice. If determined by the City that the flow
conditions would impair the quality of the inspection results (due to surcharged conditions)
night time inspections may also be required subject to the approval of the City.
9.
Weekly totals of sewer lengths digitally video recorded and hours spent within the previous
week shall be submitted to the Sanitary Sewer Foreman and Contract Administrator every
Friday morning.
SSP 18.2
1.
Process
A sample of inspection report(s), digital video, and corresponding MPEG2 data file shall be
submitted for review by the Consultant to the Sanitary Sewer Department, and Contract
Administrator accordingly. This submission must satisfy all of the specifications contained
herein, and the submitted report submission will be used as a benchmark for subsequent
inspection submissions.
No video inspection surveys are to be carried out until an acceptable sample inspection
report has been approved by the Consultant, or by the Sanitary Sewer Foreman.
2.
A copy of the CCTV operator’s current NASSCO certification certificate shall be submitted to
the City’s Representative at least one week prior to the start of the CCTV Inspection
operations.
A copy of the CCTV operator’s certification must be submitted for each CCTV operator
working on the contract.
A copy of the CCTV reviewer’s certification must be submitted for each reviewer/inspector
working on the contract.
3.
At the beginning of each DVD, or when a substitute camera is introduced, a recording
resolution test using a Marconi or RETMA resolution chart shall be performed and recorded
on the DVD.
4.
Coding accuracy is to be a function of the number of defects or construction features not
recorded (omissions), and the correctness of the coding and classification recorded. Coding
accuracy must satisfy the following requirements:
Header accuracy
Detail accuracy
95%
90%
The Contractor is to implement a formal coding accuracy verification system, at the onset of
the work that is reviewed and approved by the Contract Administrator or the Sanitary Sewer
Foreman. The coding accuracy is to be verified by the Contractor on a random basis, on a
minimum of 10% of the inspection reports. The Contract Administrator or the Sanitary Sewer
Foreman shall be entitled to review the accuracy verification results, and be present when
the assessments are being conducted.
A minimum of two accuracy verifications are to be performed and recorded each working
week. Coding that does not satisfy the accuracy requirements, are to be recoded, and the
accuracy of the inspection report immediately preceding and following the non-compliant
inspection are to be verified. This process is to be repeated until the inspections meet the
accuracy requirements.
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The Consultant or the Contract Administrator reserves the right to request an independent
certified reviewer to assess the accuracy of the reports submitted, at the Contractor’s
expense.
An operator failing to meet the accuracy requirements on two occasions will not be permitted
to code on the remainder of the contract until they have successfully re-attended an
Operator’s Certification course and re-written the NASSCO Pipeline Assessment Certification
Program.
5.
The camera travel speed shall not exceed 0.15 metres/second, except when required to
prevent overflowing of the camera in high velocity sewers, and shall be pulled at a
continuous rate, when special permission is granted by the Consultant or the Sanitary Sewer
Foreman, or his representative, for special situations such as steep grade or floating
conditions in large diameter pipe.
Non-uniform or jerky movement will not be acceptable. The camera shall pause at each
defect as listed in this section and at each service connection.
Clear, well-defined pictures of the defects shall be taken, utilizing 360 degree rotating heads
and full pausing capabilities, and the lighting system.
6.
Digital video recording shall commence as close as practical to the face of the manhole. The
chainage measurement shall reflect the distance from the centre of the manhole. All reports
and digital video shall consider the length of the main segment being inspected as
commencing at the centre of the start manhole, and terminating at the centre of the end
(finish) manhole. A main segment shall be defined as the distance from centre to centre of
successive manholes.
SSP 18.3
a)
Recording Equipment
Digital video images and sound shall be recorded in MPEG2 format on new DVDs at
standard speed, and be supplied complete with approved jewel case, appropriately
labeled.
The DVD type / format (+/-), brand, make, model, etc. must be approved by the City
prior to conducting digital video inspections
Digital still images shall be recorded in JPG format onto a DVD stored in an approved
jewel case, appropriately labeled.
Each digital image shall be stored with a unique filename to match the image reference
number in the PACP form and PACP data exchange file. The naming convention shall
reflect the contract, and the sequence number of the photograph recorded on the data
sheet. The exact format requires approval from the Consultant, or by the Sanitary
Sewer Foreman, prior to commencement of a contract.
b)
Each DVD, CD-ROM and case shall be labeled as follows:
City of Surrey Engineering Department Video #YY-XXXX, (where “YY is the last two
digits of the current year, and "XXXX" is the consecutive DVD number starting at
"0001") for Engineering operations’ contracts, OR the appropriate
Surrey Contract Number.
Name of Contractor:
Contact Phone No:
Date:
Book No.:
Asset Type: (lateral/mainline)
Work Order No.:
Picture Sequence Number from XXX to XXX, (where "XXX" is the consecutive picture
number starting at "001" indicated on the data recording sheet).
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c)
All events and defects encountered in the sewer, including manholes, locations, and
direction changes, shall be audibly voice labeled in a clear and concise presentation.
d)
Each section of sewer shall be identified verbally and graphically on the DVD indicating
the upstream and downstream manholes, and the date and time of the digital video
inspection at the beginning of each main segment being inspected. Only the distance
measurement is to be displayed on the digital video during the main segment recording
process.
e)
The Contractor shall utilize NASSCO’s PACP (Pipe Assessment Certification Program)
to record pipe defects and observations.
- Continuous forward distance readout from the reference manhole and audible
notation shall be made at all pipe defects including:
- The defect description, as described by the NASSCO PACP codes.
- The forward distance from the centre of the reference manhole.
The Contractor shall provide the inspection data in the standard NASSCO
PACP
data exchange format. A sample of the data file on DVD, complete with pictures (JPEG),
video files (MPEG2 or better) shall be submitted to the Consultant or to the Sanitary
Sewer Foreman prior to commencement of the work, for approval.
SSP 18.4 Safety Equipment
The Contractor shall be fully equipped for traffic control and manhole (confined space)
entry, and employ safety procedures required by the Workers’ Compensation Board.
The Contractor will keep on-site, during the duration of the work, all documentation relating
to:
Confined Space Entry, including entry and emergency procedures;
Written confirmation of confined space training received by employees;
Documentation verifying that equipment being used meets applicable WCB requirements.
SSP 18.5
Inspection Reports
The City of Surrey is utilizing NASSCO's (http://www.nassco.org/) Pipeline Assessment
Certification Program (PACP). All CCTV inspection shall be conducted using this
standard.
A)
The required video inspection information shall be recorded and printed on
NASSCO”S CCTV. Inspection Form. See "Schedule A-1" for an example of the
form. Only one sewer section (manhole to manhole) shall be recorded in each
data sheet unless otherwise approved.
B)
Each pipe defect record shall be in accordance with NASSCO’s PACP coding.
C)
All field measurements shall be made using the SI unit system.
D)
Each report shall be filed in heavy duty letter size 3-ring binders complete with
filing tabs. Each binder shall be labeled on the front cover and filing tab as noted
below:
Front Cover: same as DVD label
File Tab:
City of Surrey, Engineering Department #YYXXXX
Name of Contractor, Contact Phone No., Date, (where “YY” is the last 2
digits of the current year, and “XXXX" is the consecutive video tape number
starting at "0001".) Each book shall be consecutively numbered, starting with
one.
E)
The first page of all reports shall be a copy of the City sewer map, as supplied as
part of the Contract Documents. All sections of video inspected mains contained
in this portion of the report, shall be highlighted in yellow.
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Each binder shall contain: not more than 100 data sheets, and the printed defect
photographs pertinent to the report. A summary of defects indicating the DVD
number, the location on the DVD manhole numbers and the nature of the
problem. An index sheet, listing by page number, the manhole sections and
locations, (in distance and photograph number).
The Contractor shall summarize all sewer sections requiring rehabilitation and the
type of rehabilitation required, in the format given.
F)
Digital images (still photographs) with a minimum 1024 x 768 pixel resolution (in
addition to the digital video record) shall be taken of all manholes and pipe
defects and observations as defined in NASSCO’s PACP, including but not
limited to the following:
-
broken, cracked or collapsing pipes,
presence of scale or corrosion
offset joints,
open joints,
fish mouth rubber rings,
infiltration,
pipe settlement or ponding sags,
roots,
grease build-up,
protruding and/or bad connections/infiltration,
corroding pipe,
exposed rebar,
grit, sediment deposits and other debris
blockage
missing pipe
alignment
any other defects
Still photographs shall be numerically numbered (a reference identification,
picture number in the data sheet, not exceeding 3 characters) to correspond with
the NASSCO PACP CCTV inspection form. The minimum dimensions of the
picture excluding the border shall be 100 mm x 135 mm. The printed images
shall indicate, without obstructing the defect being photographed, the upstream
and downstream manhole numbers, and the sequential picture number as
indicated on the data recording form.
Photograph pictures shall clearly indicate the sewer section identification
(upstream and downstream manholes), distance from reference manhole
(chainage) and picture number, without encroaching or obstructing the subject of
the photograph (defects, etc.).
G)
SSP 18.6
Each report shall be processed and submitted to the City for review no later than
two weeks after completion of video inspecting of the subject sewer.
PACP Data Exchange Process
A PACP database shall not contain multiple asset types (e.g. mainlines and laterals) and assets
from multiple work orders.
The Pipe Segment Reference ID will consist of a 10-digit number and will serve as the unique
identifier for each of the Sanitary Mainlines and Laterals. This ID will be available on each of the
maps that the City of Surrey provides and will, also, be exported into the Inspection table of the
PACP database(s).
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The Contractor must ensure that the Pipe Segment Reference ID corresponds with the pipe that
is being video inspected by referring to the maps provided by the City before commencing a
CCTV inspection. For Laterals the Contractor must also ensure that the property address
corresponds to the Pipe Segment Reference ID. Non-compliance will result in a failure to import
all observations acquired from the inspection into the City Works Management System.
If a Pipe Segment Reference ID is not provided by the City the Contractor shall attempt to contact
the City to obtain the Pipe Segment Reference ID. If all attempt fail then the following number
convention shall be followed to accommodate the mandatory fields in a PACP database.
Sanitary Mainlines:
Sanitary Laterals:
1000000001, 1000000002, 1000000003…
2000000001, 2000000002, 2000000003…
The Contractor may use the provided PACP version 4.2 Data Exchange File (s) complete with
pipe attribute exported from the City’s geographical database if provided by the City. All
observations gathered from CCTV inspections are to be collected and entered into the PACP
database(s) provided by the City of Surrey.
S.S.P 18.7
Measurements for Payments
Payment for the pre/post relines or point repair digital video inspection of the sanitary sewer lines
shall be included in the unit prices in Schedule C, Schedule of Unit Prices, Table 1 and 2; and
shall include all necessary recording and reporting.
SSP 19
Grease Removal
The removal of normal amounts of grease is included in the payment for Relines or Point Repairs Schedule of
Unit Prices. If excessive grease that cannot be removed using hydro cleaning equipment is encountered, the
Contractor shall notify the Contract Administrator, and request permission to remove the grease by alternate
means. The Contractor shall provide the Contract Administrator with an hourly rate for excessive grease
removal, including equipment, labour, disposal and all other costs for excess grease removal. If the quoted
hourly rate is accepted by the Contract Administrator, the Excessive Grease Removal will be paid for under a
change order. After receiving the Contract Administrator’s approval, the Contractor shall proceed with the
grease removal. The Contractor will be responsible for submitting records noting the location and time spent
on excess grease removal within 48 hours of the completion of the excessive grease removal work.
No payment will be made for excessive grease removal work without the prior approval of the Contract
Administrator, or if the records are submitted later than 48 hours after the completion of the work.
SSP 20
Point Repairs
Payment for Point Repairs shall be made at the respective quoted Lump Sum price under Table 1 in Schedule
C-1 for each point repair, and shall include flushing and cleaning the sanitary sewer line, degreasing, root
cutting, removing debris, pre/post point repair Closed Circuit Television (CCTV) inspection and reporting of the
sanitary sewer line, locating the point repair location, identifying service connection locations, notifying
residents, restricting and diverting sewage flow from mainline and service connections if required, provision of
traffic control, supply and installation of point repair relining, end grouting and testing, and any other related
work.
Sanitary sewers that have a cover of less than 0.75 meters shall be quoted individually as needed by the City.
SSP 21
Reline
Payment for Relining sanitary sewers shall be made per lineal meter at the quoted unit prices under Table 2
for sanitary mainlines and Table 3 for sanitary laterals in Schedule C-1 for the appropriate pipe diameter, and
shall include flushing and cleaning the sanitary sewer line, degreasing, root cutting, cutting protruding hubs,
removing debris, pre/post relining Closed Circuit Television (CCTV) inspection and reporting of the sanitary
sewer line, identifying service connection locations, determining actual liner length, liner design and
submission of sample for testing, notifying residents, restricting and diverting sewage flow from mainline and
service connections if required, provision of traffic control, supply and installation of relining, end grouting and
testing, service connection reinstatement including interface grouting and testing, and any other related work.
RFQ (Goods and Services) No.: 1220-40-92-09
41
The Contractor shall be responsible for selecting the most cost effective reline method (i.e. short connection
liner, T – liner) for complete reline from the inspection chamber to the mainline interface for sanitary laterals.
Sanitary sewers that have a cover of less than 0.75 meters shall be quoted individually as needed by the City.
SSP 22
Point Repair & Reline Conditions
S.S.P 22.1
Liner Materials
Acceptable liner technologies are Fold and Form and Cured in Place Pipe (CIPP). The liner
technology proposed for point repairs and liners shall be specified on the Product Description
form in the RFQ Submission Documents.
Folded (Thermoplastic) Pipe (FP)
The minimum specifications for the installation of Folded (Thermoplastic) Pipe (FP) shall conform
to the most recent National Association of Sewer Service Companies (NASSCO) performance
guidelines.
The rehabilitation of pipelines using FP shall be done by the installation of FP which, when
installed, shall be continuous and tight-fitting throughout the entire length of the original pipe. The
FP shall extend the full length of the original pipe from access point to access point for mainlines
and inspection chamber to mainline interface or manhole for laterals, and provide a structurally
sound and water-tight new pipe within a pipe.
The prices submitted by the Contractor shall include costs necessary for furnishing and installing
the FP in accordance with these specifications.
Cured-In-Place Pipe (CIPP)
The minimum specifications for the installation of Cured-In-Place Pipe shall conform to the most
recent National Association of Sewer Service Companies (NASSCO) performance guidelines.
The rehabilitation of pipelines using CIPP shall be done by the installation of a resin-impregnated
flexible tube which, when cured, shall be continuous and tight-fitting throughout the entire length
of the original pipe.
The CIPP shall extend the full length of the original pipe from access point to access point for
mainlines and inspection chamber to the mainline interface or manhole. The prices submitted by
the Contractor shall include all costs necessary for furnishing and installing CIPP in accordance to
these specifications. Minimum material requirements for CIPP liners to conform to ASTM D5813.
SSP 22.2
Liner Design
The Contractor shall be responsible for preparing designs for all relining and point repairs in the
Contract. Liner designs shall be signed and sealed by a Professional Engineer registered in the
Province of British Columbia, and submitted to the Contract Administrator prior to commencing
the work. No additional payment will be made for the design of the liners. Payment for this work
shall deem to be included in the unit prices quoted in the Schedule C.
The liner shall be sized such that there is no loss in capacity of the existing sewer. Calculations
of pipe flow before and after liner installation shall be submitted to the Contract Administrator for
approval. The Contractor shall field measure the internal circumference of the sewers to
determine the exact size of liner that is required so that the liner is tight to the wall of the existing
pipe.
The length of the liner shall be that deemed necessary by the Contractor to effectively carry out
the insertion and sealing of the liner at the inlet and outlet points. The Contractor shall verify the
lengths in the field before cutting the liner to length.
Point repairs shall be sized to allow for a minimum 500mm overlap from each end of the noted
defect. The estimated length of liner required for each point repair is included in the Point Repair
summary in Schedule C, however the Contractor shall be responsible for determining the actual
length of the point repair, including the overlap, by conducting the initial CCTV video inspection.
RFQ (Goods and Services) No.: 1220-40-92-09
42
SSP 22.3
Installation
The Contractor shall be responsible for clearing the line of obstructions such as solids, dropped
joints, protruding material (concrete, rocks, etc.) protruding branch connections or broken pipe
that will prevent the insertion of the liner. If inspection reveals an obstruction that cannot be
removed by normal “no-dig” techniques, the Contractor shall make a point excavation to uncover,
remove or repair the obstruction.
For “Pull-in” type installations, the Contractor shall use a recently calibrated Dynamometer with
the winch during the installation procedure.
No separate payment will be made for removing line obstructions. The payment for this
requirement shall be deemed to be included in the unit prices quoted in the Schedule of
Quantities & Prices.
Cured In Place Pipe shall conform to the most current Performance Specification Guideline for the
installation of Cured In Place Pipe (CIPP) prepared by NASSCO.
Folded pipe shall conform to the most current Performance Specification Guideline for the
installation of Folded (Thermoplastic) Pipe (FP) prepared by NASSCO.
SSP 22.4
Liner Retrieval
If the liner installation is terminated before completion, the Contractor shall be responsible for the
retrieval of the liner, at no additional cost. The existing sewer shall be reinstated to a condition
equal to or better than before the attempted liner installation.
SSP 22.5
Liner Finish
The finished lining shall be continuous over the entire length of an insertion run and shall be free
from visual defects such as foreign inclusions, dry spots, pinholes and delaminating. The lining
shall be impervious and free of any leakage from the pipe to the surrounding ground or from the
ground to the inside of the lined pipe.
Any defects, which will affect the integrity or strength of the linings, shall be repaired at the
Contractor’s expense.
SSP 22.6
Liner End Seals
The liner ends in the manhole shall be tight fitting. Any lip or obtrusion created by the liner shall
be gently tapered. The liner ends shall not obstruct sewage flow. A watertight sealing product,
compatible with the liner, shall be applied at the terminal points after the liner has fully stabilized.
If, due to broken or misaligned pipe at the access point, the lining fails to make a tight seal, the
Contractor shall apply a seal at that point. The seal shall be compatible with the liner and shall
make a tight seal.
Each end of point repairs shall be grouted to form a smooth transition from the original pipe to the
relined section. End grouting shall be air tested to a pressure of 5 psi to verify the effectiveness
and completeness of the grouting. End grouting that fails to pass the air test shall be re-grouted
and retested until the air test is past. The volume of grout used for end grouting shall be
recorded.
Liner end work shall not commence until the liner has fully stabilized.
SSP 22.7
Documentation
The Contractor will document the conditions under which each section of sewer rehabilitation is
completed as follows:
General




Date and time
Contractor
Street Name
Product (CIPP or Fold and Form Brand Name)
RFQ (Goods and Services) No.: 1220-40-92-09
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



Diameter
Standard Dimension Ratio (SDR)
Spool batch number
Upstream and downstream Manhole numbers
Insertion Conditions

Ambient Air temperature

Maximum drawing force

Insertion Rate

Visual observations (note presence of creases, impregnation poor areas, crazing)
Processing Parameters (Fold and Form)

Head and tail temperature readings (start, middle, and end of cook)

Cook time and average pressure

Cool-down pressure/temperature

Cool-down duration
Processing/Wet-out Process (CIPP)

Resin type (polyester, vinyl ester or epoxy)

Resin source and batch numbers

Vacuum pressure

Visual observations – evidence of distribution of resin/air entrapment

Quantity of resin utilized

Total impregnation time
SSP 23
Quality Assurance
The City may arrange for third party laboratory testing of the liner material. The Contractor is responsible for
the preparation and submittal of the following samples, representative of the work performed under the same
field conditions:


For each pipe diameter, liner design and liner product used, one (1) segment of point repair lining
product approximately 1 meter in length.
For each relining project, one (1) segment of lining product approximately 1 meter in length prepared
in the field at the inversion length.
These samples will be tested to the specified ASTM standards.
If testing discloses non-conformance to these standards, repair work shall be completed at the
Contractor’s expense. Testing and/or quality assurance completed by other agencies does not relieve
the Contractor of responsibilities for documentation of installation conditions, inspection, testing, etc. as
required by the Contract.
SSP 24
Obstructions
The Contractor shall be responsible for clearing the line of obstructions such as solids, dropped joints,
protruding material (concrete, rocks, etc.) protruding branch connections or broken pipe that will prevent the
insertion of the liner. If inspection reveals an obstruction that cannot normal “no-dig” techniques, the Contractor
shall make a point excavation to uncover, remove or repair the obstruction.
No separate payment will be made for removing line obstructions. The payment for this requirement shall be
deemed to be included in the unit prices quoted in Schedule C-1.
SSP 25
Warranty
The Contractor shall make any necessary repairs and replacements to remedy, in a manner satisfactory to the
engineer and at no cost to the City, any and all defects, breaks, or failures of the work occurring with one (1)
year following the date of acceptance of the work due to: Faulty or inadequate materials or workmanship, and
for damage or disturbances to other improvements under, within, or adjacent to the work, whether or not
caused by settling, washing, or slipping, when such damage or disturbance is caused, in whole or in part, from
activities of the Contractor in performing his duties and obligations under this contract. When such defects or
damage occur, within the time period described herein before, in any part of the surface or subsurface
RFQ (Goods and Services) No.: 1220-40-92-09
44
improvements not included in the work under the contract, the Contractor shall repair the same and the oneyear warranty period required shall, with relation to such required repair, be extended one (1) year from the
date of completion of such repairs.
SSP 26
Definitions
In these Special Provisions, unless the context otherwise requires,
“Section” means section of the Specifications or the Conditions of Contract.
“Item” means item of the Schedule C.
AREAWAY: A paved surface, serving as an entry area to a basement of subsurface portion of a building,
which is provided with some form of drainage that may be connected to a sewer line.
ASTM STANDARD: There are basically two types of ASTM Standards, which apply to pipeline rehabilitation
products: “D” standards, which are for testing procedures and material, compound classifications, and “F”
standards which are basically product specific. Within the “F” standards there are two types of documents;
material specifications and installation practices.
AVAILABLE WATER: Water necessary for the performance of work, which may be taken from the fire hydrant
nearest the worksite, given conditions of traffic and terrain which are compatible with the use of the hydrant for
performance of work.
BUILDING SEWER: The conduit, which connects building wastewater sources to the public or street sewer,
including lines serving homes, public buildings, commercial establishments, and industry structures. In this
specification, the building sewer is referred to in two sections: (1) the section between the building line and the
property line, frequently specified and supervised by plumbing or housing officials; and (2) the section between
the property line and the street sewer, including the connection thereto, frequently specified and supervised by
sewer, public works, or engineering officials. (Referred to also as house sewer, building connection, service
connection, service lateral, lateral connection, lateral sewer.)
BYPASS PUMPING: An arrangement of pipes and valves whereby the flow may be passed around a
hydraulic structure or appurtenance. Also, a temporary setup to route flow around a part of a sewer system.
The transportation of sewage flows around a specific sewer pipe/line section or sections via any conduit for the
purpose of controlling sewage flows in the specified section or sections without flowing or discharging onto
public or private property.
CHANGE ORDER: A written order to the Contractor authorizing an addition, deletion, or revision in the work
within the general scope of work of the agreement, or authorizing an adjustment in the agreement price or
agreement time.
CHIMNEY: The cylindrical, variable height portion of the manhole structure having a diameter as required for
the manhole frame. The chimney extends from the top of the corbel or cone to the base of the manhole frame
and is used for adjusting the finished grade of the manhole frame.
COLLECTOR SEWER: A sewer located in the public way, which collects the wastewaters discharged through
the building sewers and conducts such flows into larger interceptor sewers and pumping and treatment works.
COMBINED SEWER: A sewer intended to serve as both a sanitary and storm sewer, or as both an industrial
sewer and storm sewer.
COMPRESSION GASKET: A device which can be made of several materials in a variety of cross sections and
which serves to secure a tight seal between two pipe sections (e.g. “O”-rings).
CONTRACTOR: Any individual, firm, partnership, corporation, or combination of any or all jointly submitting a
proposal to whom the Contract is awarded by the City or its executors, administrators, successors or assigns.
CONTRACT ADMINISTRATOR: means the person, firm or corporation appointed by the City and identified by
the City in writing to the Contractor. The Contract Administrator may be the City’s Engineer, other employee or
officer, or may be an outside consultant.
CORBEL OR CONE: That portion of a manhole structure, which slopes upward, and inward from the barrel of
the manhole to the required chimney or frame diameter. “Corbel” refers to a section built of brick or block,
while “cone” refers to a precast section.
RFQ (Goods and Services) No.: 1220-40-92-09
45
CREW: The number of persons required for the performance of work at a site as determined by the Contractor
in response to task difficulty and safety considerations at the time or location of the work.
DEBRIS: Soil, rocks, sand, grease, roots, etc., in a sewer line excluding items mechanically attached to the
line such as intruding service connections, intruding pipe, joint, materials, and the like.
EASEMENT: A liberty, privilege, or advantage without profit, which the City of one parcel of land may have in
the land of another. In this agreement, all land, other than public streets, in which the City has sewer system
lines or installations and right of access to such lines or installations.
EASEMENT ACCESS: Areas within an easement to which access is required for performance of work.
ENGINEER: The City Engineer, Commissioner of Public Works, Superintendent of Public Works, or an
Engineer of a municipality including such assistants as are authorized to represent him, or the consulting
engineer acting through his authorized agents, who represents the City during the construction phase
activities.
EXFILTRATION: The leakage or discharge of flows being carried by sewers out into the ground through leaks
in pipes, joints, manholes, or other sewer system structures; the reverse of infiltration.
EXISTING LINEAR METERS: The total length of existing sewer pipe in place within designated sewer
systems as measured from center of manhole to center of manhole from maps or in the field.
FLOW CONTROL: A method whereby normal sewer flows or a portion of normal sewer flows are blocked,
retarded, or diverted (bypassed) within certain areas of the sewer collection system.
FOUNDATION DRAIN: A pipe or series of pipes which collect groundwater from the foundation or footing of
structures and discharge it into sanitary, storm, or combined sewers, or to other points of disposal for the
purpose of draining unwanted waters away from such structures.
HYDRAULIC CLEANING: Techniques and methods used to clean sewer lines with water, e.g.: water pumped
in the form of a high-velocity spray and water flowing by gravity or head pressure. Devices include highvelocity jet cleaners, cleaning balls, and hinged-disc cleaners.
INFILRATION: The water entering a sewer system, including building sewers, from the ground, through such
means as defective pipes, pipes joints, connections, or manhole walls. Infiltration does not include, and is
distinguished from, inflow.
INFILTRATION/INFLOW: A combination of infiltration and inflow wastewater volumes in sewer lines, with no
way to distinguish either of the basic sources, and with the same effect of usurping the capacities of sewer
systems and facilities.
INFLOW: The water discharged into a sewer system, including service connections, from such sources as roof
leaders; cellar, yard, and area drains; foundation drains; cooling water discharges; drains from springs and
swampy areas; manhole covers; cross connection from storm drain, combined sewers, catch basins; storm
waters; surface runoff, street wash waters; or drainage. Inflow does not include, and is distinguished from,
Infiltration.
INSPECTOR: The City’s on-site representative responsible for inspection and acceptance, approval, or
rejection of work performed as set forth in these specifications.
INTERCEPTOR SEWER: A sewer, which receives the inflow from collector sewers and conveys the
wastewaters to treatment facilities.
INTERNAL PIPE INSPECTION: The television inspection of a sewer line section. A TV camera is moved
through the line at a slow rate and a continuous picture is transmitted to an aboveground monitor.
INVERT: The floor, bottom or lowest point of a conduit.
INVERT LEVEL (ELEVATION): The level (elevation) of the lowest portion of a liquid-carrying conduit, such as
a sewer, which determines the hydraulic gradient available for moving the contained liquid.
JOINTS: The means of connection sectional lengths of sewer pipe into a continuous sewer line using various
types of jointing materials. The number of joints depends on the lengths of the pipe sections used in the
specific sewer construction work.
RFQ (Goods and Services) No.: 1220-40-92-09
46
LATERAL SEWER: See BUILDING SEWER
LINEAR METER: Being one meter. In these specifications used to denote the unit of measurement relating to
the length of a sewer line.
MAJOR BLOCKAGE: A blockage (structural defect, collapse, protruding service connection, debris), which
prohibits manhole-to-manhole cleaning, TV inspection or rehabilitation procedures.
MANHOLE SECTION: The length of sewer pipe connecting two manholes.
MECHANICAL CLEANING: Methods used to clean sewer lines of debris mechanically with devices such as
rodding machines, bucket machines, winch-pulled brushes, etc.
MILESTONE DATE: Means any date specified in the contract documents for completion of the work, or
portion of the work, including the date of substantial performance.
OVERFLOW: (1) The excess water that flows over the ordinary limits of a sewer, manhole, or containment
structure. (2) An outlet, pipe, or receptacle for the excess water.
CITY: The City, sanitary district or other municipality, corporation, partnership or individual initiating the project,
acting through its legally constituted officials, officers or employees.
PERIMETER DRAIN: A pipe or series of pipes which collect wastewaters which leak, seep, or flow into sub
grade parts of structures and discharge them into a building sewer or by other means dispose of such
wastewaters into sanitary or storm sewers.
PHYSICAL PIPE INSPECTION: The crawling or walking through manually accessible pipelines. The logs for
physical pipe inspection record information of the kind detailed under TELEVISION INSPECTION. Manual
inspection is only undertaken when the field conditions permit this to be done safely. Precautions are
necessary.
REGULATOR: A device for controlling the quantity of sewage and storm water admitted from a combined
sewer collector line into an interceptor sewer, pump station, or treatment facility, thereby determining the
amount and quality of the flows discharged through an overflow device to receiving waters or other points of
disposal.
ROOF LEADER: A drain or pipe that conducts storm water from the roof of a structure downward and thence
into a sewer for removal from the property, or onto the ground for runoff or seepage disposal.
SANITARY SEWER: A sewer intended to carry only sanitary or sanitary and industrial wastewaters from
residences, commercial buildings, industrial parks, and institutions.
SEWER CLEANING: The utilization of mechanical or hydraulic equipment to dislodge, transport, and remove
debris from sewer lines.
SEWER PIPE: A length of conduit, manufactured from various materials and in various lengths, that when
joined together can be used to transport wastewaters from the points of origin to a treatment facility. Types of
pipe: Acrylonitrile-butadiene-styrene (ABS); Asbestos-Cement (AC); Brick Pipe (BP); Concrete Pipe (CP); Cast
Iron Pipe (CIP); Polyethylene (PE); Polyvinylchloride (PVC); Reinforced Concrete (RC); Reinforced Plastic
Mortar (RPM); Steel Pipe (SP); Vitrified Clay (VC).
SITE: Any location where work has been or will be done.
SITE ACCESS: An adequately clear zone of a size sufficient to accommodate personnel and equipment
required at the location where work is to be performed, including roadway or surface sufficiently unobstructed
to permit conveyance of vehicles from the nearest paved roadway to the work location.
SPRING LINE: The horizontal midpoint of a sewer pipe.
STORM SEWER: A sewer intended to carry only storm waters, surface runoffs, street washwaters, and
drainage.
STREET ACCESS: Areas normally used for public vehicular traffic (including roads, streets, or right-of-way) to
which safe access is required for performance of work.
SUB-CONTRACTOR: An individual, firm, or corporation having a direct contract with the Contractor or with a
lower-tier Sub-Contractor for performance of part of the work.
RFQ (Goods and Services) No.: 1220-40-92-09
47
SUBSTANTIAL PERFOREMANCE: means the stage of completion when:
(1) all work, as certified by the Contract Administrator, is capable of completion or correction at a cost of not
more than”
(i) 3% of the first $500,000 of the contract price
(ii) 2% of the next $500,000 of the contract price; and
(iii) 1% of the balance of the contract price; and
(2) the work, or a substantial part of it, is ready for the use or is being used for the purpose intended.
SURCHARGE: When the sewer flow exceeds the hydraulic carrying capacity of the sewer line.
SURCHARGE CONDITION: When the sewer flow depth equals or exceeds the diameter of the discharging
sewer line.
SWALE (DIP, SAG, BELLY): A significant deviation in pipe grade such as to cause entrapment of solids,
semisolids, and liquids, thereby impeding the accuracy and/or effectiveness of flow measurements, cleaning,
and internal inspection.
RFQ (Goods and Services) No.: 1220-40-92-09
48
SCHEDULE B - APPENDIX 4
SCHEDULE OF PRICES
SANITARY SEWER RELINE AND POINT REPAIR
PROGRAM
AT
VARIOUS CITY LOCATIONS
(DOCUMENTS FROM SCHEDULE C OF THE RFQ TO BE INSERTED AT CONTRACT AWARD)
RFQ (Goods and Services) No.: 1220-40-92-09
49
SCHEDULE B - APPENDIX 5
CONSTRUCTION SCHEDULE
SANITARY SEWER RELINE AND POINT REPAIR
PROGRAM
AT
VARIOUS CITY LOCATIONS
(DOCUMENTS FROM SCHEDULE C OF THE RFQ TO BE INSERTED AT CONTRACT AWARD)
RFQ (Goods and Services) No.: 1220-40-92-09
50
SCHEDULE B - APPENDIX 6
KEY PERSONNEL, SUB-CONTRACTORS AND
MATERIAL SUPPLIERS
SANITARY SEWER RELINE AND POINT REPAIR
PROGRAM
AT
VARIOUS CITY LOCATIONS
(DOCUMENTS FROM SCHEDULE C OF THE RFQ TO BE INSERTED AT CONTRACT AWARD)
RFQ (Goods and Services) No.: 1220-40-92-09
51
SCHEDULE B - APPENDIX 7
PRIME CONTRACTOR DESIGNATION
SANITARY SEWER RELINE AND POINT REPAIR
PROGRAM
AT
VARIOUS CITY LOCATIONS
RFQ (Goods and Services) No.: 1220-40-92-09
52
SCHEUDLE B - APPENDIX 7
PRIME CONTRACTOR DESIGNATION
(LETTER OF UNDERSTANDING)
As per the requirements of the Workers’ Compensation Act Part 3, Division 3, Section 118 (1-3), which states:
Coordination of multiple-employer workplaces
118
(1)
In this section:
“multiple-employer workplace” means a workplace where workers of 2 or more
employers are working at the same time:
“Prime Contractor” means in relation to a multiple-employer workplace,
(a)
(b)
the directing Contractor, employer or other person who enters into a written
proposal with the City of that workplace to be the prime Contractor for the
purposes of this Part, or
if there is no proposal referred to in paragraph (a), the City of the workplace.
(2)
The prime Contractor of a multiple-employer workplace must
(a) ensure that the activities of employers, workers and other persons at the
workplace relating to occupational health and safety are coordinated, and
(b) do everything that is reasonably practicable to establish and maintain a system
or process that will ensure compliance with this Part and the regulation in
respect to the workplace.
(3)
Each employer of workers at a multiple-employer workplace must give to the prime
Contractor the name of the person the employer has designated to supervise the
employer’s workers at that workplace.
The Contractor accepts all responsibilities of a Prime Contractor as outlined in the Workers’
Compensation Act, and WCB OH&S Regulation.
By signing this Agreement, the Contractor is agreeing that your Company, Management staff,
Supervisory staff and workers will comply with the Workers’ Compensation Board (WCB)
Occupational Health and Safety Regulation and the Workers’ Compensation (WC) Act.
Any WCB violation by the Prime Contractor may be considered a breach of contract resulting in
possible termination or suspension of the contract and/or any other actions deemed appropriate at
the discretion of the City.
Any penalties, sanctions or additional costs levied against the City, as a result of the actions of the
Prime Contractor are the responsibility of the Prime Contractor.
I, the undersigned, acknowledge having read and understand the information above.
I agree as a representative of the firm noted below, to accept all responsibilities of the Prime
Contractor for this project.
I fully understand and accept the responsibilities of the prime Contractor designation in accordance
with the Workers’ Compensation Act while contracted by the City of Surrey for project and will abide
by all Workers’ Compensation Board Regulation requirements.
Project File No.:
1220-40-92-09
Project Title:
SANITARY SEWER RELINE AND POINT REPAIR PROGRAM
RFQ (Goods and Services) No.: 1220-40-92-09
53
SCHEDULE B - APPENDIX 8
RISK, HEALTH AND SAFETY
SANITARY SEWER RELINE AND POINT REPAIR
PROGRAM
AT
VARIOUS CITY LOCATIONS
RFQ (Goods and Services) No.: 1220-40-92-09
54
APPENDIX 8
RISK, HEALTH & SAFETY
Responsibility of Contractor(s)
The City of Surrey strives to maintain a safe work environment for employees and Contractors and
insists upon the enforcement of safe practices and procedures in all premises and in all work
activities. It is essential that all Contractors and their employees and Sub-contractor(s) perform in
the same manner.
As a Contractor to the City of Surrey, you are expected to conform to the requirements of the
Workers’ Compensation Act, the WCB Occupational Health and Safety Regulation and to all federal,
provincial and local laws and regulations. Any City of Surrey employee has the authority to order an
unsafe act to cease or to have an unsafe piece of equipment removed from the premises or, in
extreme situations, to shut down a job entirely.
The following information is provided as typical City of Surrey requirements, but does not relieve the
Contractor from complying with all applicable local, provincial and federal laws, regulations and
bylaws.
PERSONNEL
1. You are expected to inform your employees of any potential hazard in the workplace and advise
of appropriate action to be taken should a hazard be found or a fire or accident occur.
2. Contractors will restrict persons invited on the premises to employees only. No families or
friends are permitted.
3. The Contractor will advise the City of any on-site accidents involving the Contractor’s
employees, or injuries to others caused by the Contractor’s business.
GENERAL SAFETY RULES
1. Horseplay, gambling and the use of alcohol or narcotics will not be tolerated.
2. Orderliness and good housekeeping are basic requirements and must be maintained at all
times.
3. Any equipment, which could create a hazard, must be maintained in good condition.
4. Restricted and controlled products will be labelled, used and stored in accordance with the
associated regulations, e.g. WHMIS.
5. Contractors will use a regular system of inspections to detect and correct hazardous conditions,
safety violations and unsafe working practices on the job site.
6. Contractors will ensure their employees utilize proper safety equipment and clothing as required
for job site activities.
7. Contractors must follow and have on site proper written safe work procedures for hazardous
work, e.g. confined space entry, lockout, excavations and shoring, etc.
8. All ladders must be of an approved type and length. Unacceptable ladders must be removed
immediately from the premises.
9. All vehicles and equipment on City property must be kept in safe mechanical condition at all
times, and be operated only by persons with a valid driver’s license and/or proper training and
qualifications.
10. Contractors will not operate any equipment, valves, switches, etc., which are part of the City’s
operation, unless specific permission is received from the Department Representative.
11. Accumulation of oily rags, combustible refuse or similar fire hazards will not be tolerated.
Your safety record and attitude are important criteria used to judge your qualification for future
bidding on solicitations with the City of Surrey.
You can help ensure employee safety and your eligibility for future business with the City if you
exhibit and practice a “Safe Work - Safe City” attitude.
RFQ (Goods and Services) No.: 1220-40-92-09
55
SCHEDULE B - APPENDIX 9
COMPLIANCE TO SAFETY PROCEDURE
ENTRY PROCEDURE FOR CONFINED SPACE
SANITARY SEWER RELINE AND POINT REPAIR
PROGRAM
AT
VARIOUS CITY LOCATIONS
RFQ (Goods and Services) No.: 1220-40-92-09
56
SCHEDULE B - APPENDIX 9
COMPLIANCE TO SAFETY PROCEDURE
ENTRY PROCEDURE FOR CONFINED SPACE
This procedure shall be used as a guideline only. The Contractor shall be responsible for
familiarization with this and all WCB requirements.
THERE MUST BE A MINIMUM OF TWO MEN
- ONE MAN ALWAYS ON THE SURFACE, AND
- ONE MAN IN THE WELL
MAN LIFT/RETRIEVAL DEVICES MUST BE USED
1.
a)
Open manhole lids, turn on blower/fan to ventilate wet well for approximately two to
three minutes.
b)
Leave fan funning until job is completed.
c)
Manhole must be circulated by a blower fan to allow fresh air into the confined space.
Check levels on gas detector by lowering into well. If levels are not safe, portable fans MUST be
used.
2.
Turn gas detector “ON”:
* Oxygen levels should read between 20.0 to 21.0
* H2S levels should read 000
* LEL levels should read 000
NOTE: - Readings shall be taken before entering well.
- Record gas levels on “Confined Entry Space” forms and hand in daily.
3.
a)
b)
Lower gas detector by rope/cord into lower portion of wet well where work shall be
performed.
Pull detector to surface and check gas levels. If levels are safe, entry into well is
permitted.
4.
Gas detector MUST be left “ON” and brought down into well with person(s) entering.
5.
Check levels on gas detector when in well. Proceed with washing/repairing of station.
6.
If at any time the gas detector goes “OFF” (ringing), EXIT WET WELL IMMEDIATELY and
check levels.
RFQ (Goods and Services) No.: 1220-40-92-09
57
SCHEUDLE B - APPENDIX 10
COMPLIANCE TO SAFETY PROCEDURE
WORKING IN CONFINED SPACE
SANITARY SEWER RELINE AND POINT REPAIR
PROGRAM
AT
VARIOUS CITY LOCATIONS
RFQ (Goods and Services) No.: 1220-40-92-09
58
SCHEDULE B - APPENDIX 10
COMPLIANCE TO SAFETY PROCEDURE
WORKING IN CONFINED SPACE
Where work is to be carried out, in any confined space where harmful atmosphere may develop, the
following procedures must be followed:
a) The space must be ventilated continuously.
b) Gas detection equipment must be calibrated in an atmosphere that is known to be safe.
Tests for harmful or explosive substances and oxygen deficiency shall be made and
recorded immediately prior to entry, after any interruptions in the work procedure and at
intervals to ensure the continuing safety of the worker in the confined space.
If a harmful atmosphere develops, the worker will immediately evacuate the space and will
not re-enter until it has been tested and found to be safe to do so.
c)
A safety belt or harness of a type which will keep the worker in a position to permit rescue, will
be worn.
d) A life line will be attached to the belt or harness which is tended at all times by another person
stationed outside the entrance to the confined space, who shall be equipped for and capable of
effecting rescue.
I, the undersigned, acknowledge having read and understand the information above.
By signing this Agreement, I agree as a representative of the firm noted below, to accept all
responsibilities and compliant to all the Workers’ Compensation Board regulation requirements.
Project File No.: RFQ #1220-40-92-09
Company: __________________________________.
Project Title: Sanitary Sewer Reline and Point Repair Program
Signed: __________________________________.
(Company Owner)
Date: _________________________.
Witness: __________________________________.
Date: __________________________.
RFQ (Goods and Services) No.: 1220-40-92-09
59
SCHEDULE B
APPENDIX 11
STATUTORY DECLARATION
SANITARY SEWER RELINE AND POINT REPAIR
PROGRAM
AT
VARIOUS CITY LOCATIONS
RFQ (Goods and Services) No.: 1220-40-92-09
60
SCHEDULE B - APPENDIX 11
STATUTORY DECLARATION
STATUTORY DECLARATION
CANADA
)
)
)
)
)
In the Matter City of Surrey Sanitary Sewer
Reline and Point Repair Program at various
sites at Surrey, British Columbia
Surrey Reference No.: 1220-40-92-09
TO WIT:
I, ______________________________________,
(officer of company, sole proprietor or partner)
of __________________________________ in the Province of British Columbia do solemnly declare:
That all employees, Sub-contractors and suppliers used in connection with the Work have been full paid
and satisfied by the Contractor with the exception of normal holdbacks, and that all fees and assessments
have been paid, and that there is no claim outstanding or pending in respect of the Work carried out and
that no lien has been filed against the City’s Lands or against any Materials or Equipment used in
connection with the Work or Work done or materials supplied under the Contract.
AND I MAKE THIS SOLEMN DECLARATION conscientiously believing it to be true and knowing that it is
of the same force and effect as if made under oath and by virtue of the Canada Evidence Act.
DECLARED before me at ________________________ )
in the Province of British Columbia,
)
this ___________________________day
)
of ______________________________, A.D. 200_.
)
_________________________
Signature
________________________________________)
A Commissioner for taking Affidavits for British Columbia
A Notary Public in and for the Province of British Columbia
RFQ (Goods and Services) No.: 1220-40-92-09
61
SCHEDULE B
APPENDIX 12
CERTIFICATES OF SUBSTANTIAL PERFORMANCE
SANITARY SEWER RELINE AND POINT REPAIR
PROGRAM
AT
VARIOUS CITY LOCATIONS
RFQ (Goods and Services) No.: 1220-40-92-09
62
SCHEDULE B – APPENDIX 12
CERTIFICATES OF SUBSTANTIAL PERFORMANCE
CITY OF SURREY
Contract Title:
SANITARY SEWER RELINE AND POINT REPAIR PROGRAM
Reference No.: 1220-40-92-09
Date of Issue:
_________________, 200_
I certify that to the best of my knowledge:
Work on this Contract was Substantially Complete as of _________________________, 200_
There are no outstanding deficiencies on this Contract.
The Maintenance Period specified in the Contract shall:
commence on:
________________________, 200_
and
terminate on: ______________________________, 200_
The following is a list of outstanding claims as per General Conditions:
[state here]
Certified by:
Per: ______________________________
Brennan Sharma
CITY OF SURREY
RFQ (Goods and Services) No.: 1220-40-92-09
____________________________
Date
63
SCHEDULE B
APPENDIX 13
NOTICE OF CERTIFICATION OF SUBSTANTIAL
PERFORMANCE
SANITARY SEWER RELINE AND POINT REPAIR
PROGRAM
AT
VARIOUS CITY LOCATIONS
RFQ (Goods and Services) No.: 1220-40-92-09
64
SCHEDULE B – APPENDIX 13
NOTICE OF CERTIFICATION OF SUBSTANTIAL PERFORMANCE
CITY OF SURREY
CONTRACT No.: 1220-40-92-09
Builders Lien Act
(Section 7 (4))
Notice of Certification of Substantial Performance
NOTICE:
SANITARY SEWER REHABILITATION & I/I REDUCTION PROGRAM
Reference No.:
1220-40-92-09
Take notice that on _______________________ [date] a certificate of Substantial Performance,
was issued with respect to a contract between:
CITY OF SURREY
14245 – 56th Avenue
Surrey, B.C. V3X 3A2
(the “Owner”)
AND:
CONTRACTOR
(the “Contractor”)
In connection with an improvement on land described as follows:
“SANITARY SEWER RELINE AND POINT REPAIR PROGRAM”
All persons entitled to claim a lien under the Builders Lien Act and who performed Work or
supplied material in connection with or under the contract are warned that the time to file a claim
of lien may be abridged and section 20 of the Act should be consulted.
Issued By:
c.c.
_________________________________________
[City / Department Representative]
Brennan Sharma E.A,
City of Surrey – Works Yard
Engineering Dept., Operations Division
RFQ (Goods and Services) No.: 1220-40-92-09
65
SCHEDULE B
APPENDIX 14
POST COMPLIANCE FORM CERTIFICATE OF
SUBSTANTIAL PERFORMANCE
SANITARY SEWER RELINE AND POINT REPAIR
PROGRAM
AT
VARIOUS CITY LOCATIONS
RFQ (Goods and Services) No.: 1220-40-92-09
66
SCHEDULE B – APPENDIX 14
POST COMPLIANCE FORM
CERTIFICATE OF SUBSTANTIAL PERFORMANCE
Please complete this form and promptly fax to 604-599-0956. Note that any delays in the
posting of this Certificate of Substantial Performance or in the return of this form may affect
the scheduling of the Holdback Release.
Contract Title:
SANITARY SEWER RELINE AND POINT REPAIR PROGRAM, Surrey,
BRITISH COLUMBIA, CANADA
Reference No.:
1220-40-92-09
As outlined in the Builders Lien Act, Section 7 (4) (c), the Certificate of Substantial
Performance must be posted “in a prominent place on the improvement.” For contracts
that do not have a clearly identified work site (e.g. Maintenance Contracts), the Contractor
shall prominently post the notice in their office.
The Certificate of Substantial Performance has been posted:
________________________________________________________________________
(detailed description of posting location, including address)
on: _________________________________________
(date of posting)
I confirm that the above statements are correct:
___________________________________________
Signature
__________________
Date
___________________________________________
Print Name
___________________________________________
Contractor
RFQ (Goods and Services) No.: 1220-40-92-09
67
SCHEDULE C
FORM OF QUOTATION
RFQ (Goods and Services) No.: 1220-40-92-09
68
City of Surrey P.O. #:
QUOTATION
SCHEDULE C
RFQ Title:
RFQ No.:
SEWER RELINE AND POINT REPAIR PROGRAM
1220-40-92-09
CONTRACTOR
Legal Name:
Address: ______________________________________
Phone: _________________ Fax: _________________
Email: ________________________________________
1.
(to be completed by the
City)
CITY OF SURREY
City’s Representative: Manager, Purchasing & Payments
Address: 6645 – 148 St., Surrey, B.C. V3S 3C7
Phone: 604-590-7274 Fax: 604-599-0956
Email: purchasing@surrey.ca
The Contractor offers to supply to the City of Surrey the Goods and Services for the prices plus applicable taxes
as follows:
“Refer to Schedule C-1”
2.
If this offer is accepted by the City, such offer and acceptance will create a contract as described in:
(a)
the RFQ;
(b)
the specifications set out above and in Schedule A and Schedule B – Appendix 1 of the RFQ;
(c)
the General Terms and Conditions;
(d)
this Quotation; and
(e)
other terms, if any, that are agreed to by the parties in writing
3.
Capitalized terms used and not defined in this Quotation will have the meanings given to them in the RFQ.
Except as specifically modified by this Quotation, all terms, conditions, representations, warranties and
covenants as set out in the RFQ will remain in full force and effect.
4.
In addition to the warranties provided in the General Terms and Conditions this offer includes the following
warranties:
5.
I/We have reviewed the proposed Contract attached to the RFQ as Schedule “B”. If requested by the City, I/We
would be prepared to enter into that Contract, amended by the following departures (list departures, if any):
Section
6.
Departure / Alternative
The City of Surrey requires that the successful Contractor have the following in place before commencing the
Services:
(a)
Workers’ Compensation Board coverage in good standing and further, if a “City Operator” is involved,
personal operator protection (P.O.P.) will be provided.
Worker’s Compensation Registration Number ____________________________;
(b)
A Safety program that meets the WCB standards;
RFQ (Goods and Services) No.: 1220-40-92-09
69
(c)
Insurance coverage for the amounts required in the proposed Contract as a minimum, naming the
City as additional insured and generally in compliance with the City’s sample insurance certificate
form (available on the City's web site @ www.surrey.ca as City of Surrey Insurance Form C- Standard
Contractor Certificate Form);
(d)
City of Surrey business license; and
(e)
The company name indicated above is registered with the Registrar of Companies in the Province of
British Columbia, Canada, Incorporation Number ___________________.
As of the date of this Quotation, we advise that we have the ability to meet all of the above requirements except
as follows (list, if any):
Section
7.
Contractor should provide a list of previous projects undertaken and completed involving similar scope of work (use the spaces
provided and/or attach additional pages, if necessary):
YEAR
8.
9.
Departure / Alternative
DESCRIPTION
FOR WHOM
PHONE &
SCOPE OF
OF
WORK
CONTACT
WORK
CONTRACT
PERFORMED
BUDGET
ORIGINAL
ACTUAL
SCHEDULE
PROPOSED
ACTUAL
The background and experience of key personnel proposed by the Contractor to provide the Goods and Services
(complete the chart below for all personnel proposed to provide the Goods and Services):
Name: __________________________________
Years of Experience:
_____________________
Responsibility:
___________________________
Name: _________________________________
Years of Experience:
____________________
Responsibility: __________________________
Name: __________________________________
Years of Experience:
_____________________
Responsibility:
___________________________
Name: _________________________________
Years of Experience:
____________________
Responsibility: ___________________________
Name: __________________________________
Years of Experience:
_____________________
Responsibility:
___________________________
Name: _________________________________
Years of Experience:
____________________
Responsibility: ___________________________
Contractor should provide the following information on the background and experience of all sub-contractors
proposed to undertake a portion of the Services (use the spaces provided and/or attach additional pages, if
necessary):
DESCRIPTION OF PARTS OF
SUB-CONTRACTORS
YEARS OF WORKING
TELEPHONE NUMBER
WORK TO BE SUBLET TO
NAME
WITH CONTRACTOR
AND EMAIL
SUB-CONTRACTORS.
RFQ (Goods and Services) No.: 1220-40-92-09
70
10.
The Contractor proposes to supply the various materials for the construction of the work from the following suppliers
(use the spaces provided and/or attach additional pages, if necessary):
MATERIAL
Point Repair Product:
MANUFACTURER NAME/SUPPLIER
PRODUCT NAME
Check the appropriate type:
CIPP
Fold & Formed
Other
Relining Product:
Check the appropriate type:
CIPP
Fold & Formed
Other
11.
Contractor is to provide a detailed completion schedule, with major item descriptions, anticipated completion dates
and time indicating a commitment to perform the Contract within the time specified (use the spaces provided
and/or attach additional pages, if necessary).
ACTIVITY
TIME IN WEEKS
AUGUST
JULY
Commencement Date (Tentative)
_____________________________ 2009
1
2
3
4
5
6
7
8
SEPTEMBER
9
10
11
12.
The Contractor confirms that this Quotation will be open for acceptance by the City until _____________________.
13.
I/We the undersigned duly authorized representatives of the Contractor, having received and carefully reviewed the RFQ
including without limitation the General Terms and Conditions, submit this Quotation in response to the RFQ.
RFQ (Goods and Services) No.: 1220-40-92-09
71
12
This Quotation is offered by the Contractor this ___________ day of ___________________, 2009.
CONTRACTOR
I/We have the authority to bind the Contractor.
____________________________________________
(Legal Name of Contractor)
____________________________________________
(Signature of Authorized Signing Officer)
____________________________________________
(Print Name and Position of Authorized Signing Officer)
RFQ (Goods and Services) No.: 1220-40-92-09
72
SCHEDULE C-1
SCHEDULE OF UNIT PRICES
TABLE 1: POINT REPAIRS (MAINLINES & LATERALS)
Cost per Each Point Repair
Length
Pipe Size
1m
2m
3m
$
$
$
100
$
$
$
150
$
$
$
200
$
$
$
250
$
$
$
250
$
$
$
250
$
$
$
300
$
$
$
300
$
$
$
300
$
$
$
350
$
$
$
350
$
$
$
350
$
$
$
375
$
$
$
375
$
$
$
375
$
$
$
400
$
$
$
400
$
$
$
400
$
$
$
450
$
$
$
450
$
$
$
450
$
$
$
500
$
$
$
500
$
$
$
500
$
$
$
525
$
$
$
525
$
$
$
525
$
$
$
600
$
$
$
600
$
$
$
600
$
$
$
675
$
$
$
675
$
$
$
675
$
$
$
750
$
$
$
750
$
$
$
750
$
$
$
900
$
$
$
900
$
$
$
900
$
$
$
1050
$
$
$
1050
$
$
$
1050
$
$
$
1200
$
$
$
1200
$
$
$
1200
RFQ (Goods and Services) No.: 1220-40-92-09
4m
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Cover (m)
≥ 0.75
≥ 0.75
≥ 0.75
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
73
SCHEDULE C-1 (CONT’D)
SCHEDULE OF UNIT PRICES
*Note: Unit prices quoted shall include sewer flow control up to 21 liters per second. Flow control greater than 21
liters per second shall be listed at an hourly rate in tables 5 & 6.
TABLE 2: RELINE (SANITARY MAINLINES)
Cost per Meter
Reline Length (range)
Pipe
Size
4 - 10 m
11 - 30 m
31 - 50 m
51 - 70 m
71 - 90 m
91 - 110 m
100
150
200
250
250
250
300
300
300
350
350
350
375
375
375
400
400
400
450
450
450
500
500
500
525
525
525
600
600
600
675
675
675
750
750
750
900
900
900
1050
1050
1050
1200
1200
1200
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
RFQ (Goods and Services) No.: 1220-40-92-09
> 110 m
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
$
Cover (m)
≥ 0.75
≥ 0.75
≥ 0.75
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
2
3
4
74
SCHEDULE C-1 (CONT’D)
SCHEDULE OF UNIT PRICES
*Note: Unit prices quoted shall include sewer flow control up to 21 liters per second. Flow control
greater than 21 liters per second shall be listed at an hourly rate in tables 5 & 6.
TABLE 3: RELINE (SANITARY LATERALS)
Cost per Meter
Pipe Size (mm)
Reline
Length
Range (m)
100
150
200
250
Cover ≥ 0.75 m
Cover ≥ 0.75 m
Cover ≥ 0.75 m
Cover = 2 m
Cover = 3 m
Cover = 4 m
0 - 2.0
$
$
$
$
$
$
2.1 - 4.0
$
$
$
$
$
$
4.1 - 6.0
$
$
$
$
$
$
6.1 - 8.0
$
$
$
$
$
$
8.1 - 10.0
$
$
$
$
$
$
10.1 - 12.0
$
$
$
$
$
$
12.1 - 14.0
$
$
$
$
$
$
14.1 - 16.0
$
$
$
$
$
$
16.1 - 18.0
$
$
$
$
$
$
18.1 - 20.0
$
$
$
$
$
$
20.1 - 22.0
$
$
$
$
$
$
22.1 - 24.0
$
$
$
$
$
$
24.1 - 26.0
$
$
$
$
$
$
26.1 - 28.0
$
$
$
$
$
$
28.1 - 30.0
$
$
$
$
$
$
30.1 - 32.0
$
$
$
$
$
$
32.1 - 34.0
$
$
$
$
$
$
34.1 - 36.0
$
$
$
$
$
$
36.1 - 38.0
$
$
$
$
$
$
38.1 - 40.0
$
$
$
$
$
$
*Note: Unit prices quoted shall include sewer flow control up to 21 liters per second. Flow
control greater than 21 liters per second shall be listed at an hourly rate in tables 5 & 6.
TABLE 4: OTHER ACTIVITIES
ITEM
Description
Unit
4
Service Interface Sealing
a) Pipe Size 100mm
b) Pipe Size 150mm
each
each
$ __________
$ __________
5
Cut Protruding Service
each
$ __________
RFQ (Goods and Services) No.: 1220-40-92-09
Unit Price
75
SCHEDULE C-1 (CONT’D)
SCHEDULE OF UNIT PRICES
SEWER FLOW MANAGEMENT
Payment for work that involves flows exceeding 21 litres per second shall be made utilizing rates provided in
Tables 5 and 6.
TABLE 5: LABOUR RATES
Employee Type (Foreman, Operator, Labourer)
Regular Hourly Rate ($)
(7:00 a.m. – 6:00 p.m.
Monday to Friday)
Overtime Hourly Rate ($)
(After hours, Weekends &
Holidays)
TABLE 6: EQUIPMENT RATES
Equipment Type
Hourly Rate ($)
Payment Terms:
A cash discount of ________________% will be allowed
________________days, or net 30 days, on a best effort basis.
RFQ (Goods and Services) No.: 1220-40-92-09
if
account
is
paid
within
76