6 mile bridge to culvert project in plum creek · 2019-09-27 · 6 mile bridge to culvert project...

6 Mile

Bridge to

Culvert

Project in

Plum

Creek

Tender #19-01

Municipality of Souris-

Glenwood

6 Mile Bridge to Culvert Project

Tender #19-01

Table of Contents

Invitation to Tender

Introduction

Scope of Work

Instruction to Bidders

Conditions and Specifications

Tender Forms

Bidders Qualification

Equipment and Staffing Schedules

Water Control Works License

DFO Letter of Advice

Site Pictures


Tender #19-01

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Municipality of Souris-Glenwood Invitation to Tender: 6 Mile Bridge to Culvert Project

September-20-19

Dear Prospective Bidder,

The Municipality of Souris-Glenwood hereby invites you to submit a tender for

the 6 Mile Bridge to Culvert Project.

The following pages include requirements for tender submission and information

pertaining to the above mentioned project.

The Council of the Municipality of Souris-Glenwood would like to thank you for

interest in preparing this proposal, as your time and investment is much

appreciated.

Please feel free to contact me at the Municipal Office for clarification or any

other information you may need to properly prepare your tender.

Kindest Regards,

_______________________

Brent Fallis

Municipality of Souris-Glenwood

204-483-5217

204-741-0468 (c)


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Introduction During recent years flooding events, the timber bridge in this project has deteriorated

significantly in those years. Stantec Engineering completed an engineered report of the

bridge that included necessary improvements and recommendations. After reviewing

the report, and discussing further, it was deemed that the bridge could not be replaced

with another bridge due to financial constraints. The decision to replace the bridge with

3 culverts became financially more feasible. Additionally, 3 culverts were installed just

south of the exiting bridge back in 2017. These culverts assist in the overflow of water

that cannot make its way through the bridge and spills overland.

Scope of Work The work to be done under this Contract shall consist of the removal of an existing

timber bridge structure on RD 129W, 1.5 miles north of PTH 2 and replacing it with 3

culverts. The works shall be constructed in accordance with the terms and conditions

described below and as per the Water Control Works License No 18-WCW-0680 and

DFO Letter of Advice- 18-HCAA-01468.

All work is to follow the guidelines of the Government of Manitoba Standard

Construction Specifications

1.0 Demolition of Existing Structure

1.1 Remove bridge structure including concrete/wood abutments, wooden piles,

guard rails, guard rail posts and wooden deck.

1.2 Wooden piles to be removed from creek bed. Voided holes to be filled with

granular backfill mixed with bentonite chips.

1.3 Clean up and haul away all debris to the MWM Environmental Landfill.

1.4 Concrete is to be broken up and hauled away to MWM Environmental

Landfill located on RD 47N, 1.5 miles east of PR 250. No rebar is to be exposed

or attached to concrete.

1.5 Clean concrete (no rebar or other metals) may not be used as rip rap

material. Excess clean concrete to be hauled to the Municipal Stockpile

located on RD 121W north of PTH 2 (west of Airport).

1.6 Guard rails, guard rail posts, and all other salvageable material will be hauled

to a designated site in the Town of Souris.

2.0 Dewatering/Erosion and Sediment Control

2.1 The bottom of the excavation shall be maintained in a condition to permit

the proper installation of the pipe. The installed pipe shall not be used as a

drain. The contractor shall provide at his own expense, all portable

dewatering equipment to drain the excavation.

2.2 Prior to construction the Contractor shall submit his proposed methods for

controlling erosion and runoff to the Manager of Public Works.


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2.3 Abide by the Department of Fisheries and Oceans guidelines and

requirements when working near water.

3.0 Installation of Culverts

3.1 Prepare, excavate and grade culvert location for installation of 3x2400mm x

28mm diameter CSP at a length of 27m each (total of 60m).

3.2 Each culvert will be one length of 27m. No couplers are needed. A minimum

of 1m separation is required between culverts.

3.3 Culverts inverts are to be set at creek bed bottom.

3.4 Granular/culvert backfill in 150mm lifts will be used as bedding material for

the entire length of the culvert installation to depth of 1.2m.

3.5 Backfill around the culverts in150mm lifts. Sufficient head cover over the top

of the pipe crown is required on the road way.

3.6 All Granular/culvert backfill is to be mechanically compacted to a minimum

of 95% AASHTO Standard Dry Density. Water jetting will be the preferred

method of compaction. “Bucket” or “track” compacting is an

unacceptable method.

3.7 Backfill the remaining excavation with the excavated material or similar

material (clay) and compact.

3.8 Backfill shall be placed and compacted in uniform layers until the

embankment has been constructed to a minimum height of 1m above the

top of the culvert so that normal grading equipment can operate without

distorting the culvert.

4.0 Rip Rap and Slope Grade

4.1 Non-woven armtec cc6 Geotextile fabric to be placed on side slopes at pipe

inlet and outlet to provide stabilization.

4.2 Non-woven armtec Geotextile fabric to be placed at riverbanks at pipe inlet

and outlet to provide stabilization.

4.3 Rip rap to be placed on 200mm pit run granular material.

4.4 Place Median 300mm-450mm rip rap a minimum of 8m downstream and 8m

upstream of the culvert ends. This includes around the ends of the culverts.

4.5 Ditch slope shall be a minimum of 3:1 in the excavation area and around

culverts.

4.6 Straw blanket, Black dirt and seed mixture shall be spread on the ditch slopes

and blended in to the existing ditch slope.

5.0 Restoration and Clean Up

5.1 The road width shall be a minimum of 7.3m (24’).

5.2 Restore all disturbed areas prior to demobilization. These areas are to be

brought to pre-construction condition.

5.3 The road top shall be covered with traffic gravel.


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6.0 Contractor to Provide

6.1 Agrees to provide all labour, fuel, equipment, tools and haul materials to

remove the timber bridge structure.

6.2 Agrees to provide all labour, fuel, equipment, tools and materials necessary

to perform the installation of culverts in accordance with the Tender

documents.

6.3 All labour, equipment and material for dewatering/erosion and sediment

control.

6.4 All labour, equipment and material to install silt fencing as required to protect

the water course, or as directed by Manager of Public Works.

6.5 All necessary utility locates for work area.

7.0 Materials provided by the Municipality of Souris-Glenwood

7.1 3-2400mm x 2.8mm x27m culverts

7.2 Temporary measures for traffic control are available for use by the

contractor. Including signs, barricades etc.

Instruction to Bidders

Submission of Tender

Tenders must be mailed, faxed or emailed to one of the following addresses with the

header “6 Mile Bridge to Culvert Project”. In person drop offs are also accepted.

Municipality of Souris-Glenwood

100 2nd St S Box 518

Souris, MB

R0K 2C0

Phone: 204-483-5217

Fax: 204-483-5203

Email: [email protected]

All inquiries regarding the tender can be directed to:

Brent Fallis

Tel: 204-483-5217

Email: [email protected]

COMMENCEMENT DATE AND COMPLETION OF WORK

The Successful Bidder will be notified in writing of the decision of the Municipality of

mailto:[email protected]

mailto:[email protected]


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Souris-Glenwood to award the contract on, or about October 9th, 2019. The

commencement date will be after October 15th, 2019 to avoid critical fisheries time

periods. The contractor shall complete the entire project in accordance with the

information contained within the tender. The contractor shall complete all work in a

good and workman like manner prior to October 31st, 2019 or freeze up.

INSURANCE AND OTHER CONDITIONS

The Contractor shall, at no cost to the Municipality, adequately insure all vehicles and

equipment used and required to perform the work. Evidence of coverage must be

provided to the Municipality prior to commencing work.

The Contractor is required to obtain Comprehensive General Public Liability coverage

with limits of not less than $2,000,000 per occurrence or incident. The policy must name

the Municipality of Souris-Glenwood as an additional insured in respect of all matters

associated to the contract and will protect the Municipality in respect of any and all

claims arising directly or indirectly as a result of the contract. Coverage must include

bodily injury, death and property damage, including loss of use thereof and shall not

have a deductible that exceeds $500.00. Prior to the Contractor beginning work for the

Municipality, a Certificate of Insurance must be provided to the Municipality. Prior to

the termination of such coverage, the Insurer must notify the Municipality of the date of

termination. Upon renewal of the policy, the Insurer will provide an updated Certificate

to the Municipality.

The Contractor shall be registered and in good standing with Worker’s Compensation

Board and provide a copy of WCB registration number with Tender submission.

The Contractor shall ensure that he and those employed by him follow Provincial

and/or Federal requirements for Safety & Health practices and that any required

protective equipment is provided and utilized at all times.

BIDDERS TO INVESTIGATE

Bidders must satisfy themselves by personal examination of the site and by such other

means, as they may prefer, as to the actual conditions and requirements of the work.

This Invitation to Tender does not commit the Municipality of Souris-Glenwood to award

or pay any costs incurred by the bidder in the preparation of this tender. All costs

incurred are solely the responsibility of the bidder.

TENDER SUBMISSION DEADLINE

Tenders must be received by the Municipality of Souris-Glenwood on or before

Wednesday October 2nd, 2019 at 4:00pm (CST) to the above address.


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Terms of Submission

The Municipality of Souris-Glenwood reserves the right:

a) To fairly evaluate all tenders received based on the criteria specified herein, and

to add or delete criteria as we choose;

b) Reject all or part of any tender for any reason and without explanation;

c) Accept a tender that may not be the lowest cost;

d) Require clarifications, supporting information, or any other information from you

that is considered necessary to make a decision;

e) To extend the RFT deadline and notify you in writing, without explanation, of the

revised deadline;

f) Allow a proponent to change or amend their Tender with updated information

or costs, either at their initiative or by our request, if we consider it in the

Municipality of Souris-Glenwood interest to do so; and

g) To enter into negotiation with one or all bidders after close.


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Tender Forms

Company Name:______________________________________________________

Mailing Address:_______________________________________________________

City/Province:_________________________________________________________

Contact Person:_______________________________________________________

Phone No:________________________________Cell No:______________________

Email:______________________________________________________________

Workers Compensation #:________________________________________________

Signature:____________________________________ Date:________________________

Schedule of Prices- NOTE: Quantities may be increased or decreased to meet budgeted amounts and any additional payment or reduction in payment shall

be made at the unit prices quoted herein

ITEM DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL

1.0 General

1.1.

1.2.

1.3.

2.0 Bridge Removal

2.1

2.2

Mobilization and Demobilization

Environmental Protection/Erosion Sediment Control

Dewatering/Temporary Creek Bypass

Removal and disposal of existing timber bridge and abutments

Excavation of existing surface material

LS

LS

LS

LS

LS

1

1

1

1

1

$________

$________

$________

$________

$________

$_________

$_________

$_________

$_________

$_________

3.0 Roadway

3.1.

3.2.

3.3.

3.4.

4.0 Culvert Install

4.1.

4.2.

4.3.

4.4.

4.5.

4.6.

4.7.

5.0 Site Restoration

5.1.

5.2.

Excavate and replace 300mm subgrade material on shoulders

(1m wide) including grade on road top.

500mm thick Granular Class A Roadway Base including

Compaction

300mm median dimeter at 450mm thick Riverstone Rip-Rap over

geotextile on embankments.

Supply and place 150mm thick Traffic Gravel

Install new 3x2400mm CSP Culvert

Granular Class B Backfill below Culverts including Compaction

Non-Woven Class II Geotextile Below Culvert Bedding Layer

Granular Class B Backfill around Culverts including Compaction

300mm-400mm Riverstone Rip-Rap over geotextile at culvert inlet

and outlet

200mm thick Pit Run under Rip Rap

Geotextile under pit run

100mm Top soil , seed and erosion control blanket

General clean-up of site

m³

m³

m³

m³

LS

m³

m²

m³

m³

m³

m²

LS

LS

71

195

71

34

1

195

750

1820

98

75

540

1

1

$________

$________

$________

$________

$________

$________ $________

$_________

$_________

$_________

$_________

$_________

$________

$________

$_________

$_________

$_________

$_________

$_________

$_________

$_________

$_________

$_________

$_________

$_________

$_________

$_________

$_________

$_________

$_________

$_________

$_________

TOTAL BID PRICE $

ITT FORM I, We, ____________________________________________________________________ the undersigned, having examined the invitation and instructions to Bidders and the contract documents for performance of the scope of work, for ITT- 2019 6 Mile Bridge to Culvert project offer to perform the scope of work in conformity with the said documents and to enter into a contract agreement if selected, in consideration of the sum arrived at as may be ascertained in accordance with said documents. _________________________________ ________________________ Bidder Name (printed clearly) Date ________________________________ Bidder Signature ________________________________ ________________________ Witness Name (printed clearly) Date ________________________________ Witness Signature


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Bidder Qualifications

The Bidder is required to supply at least three references for work completed in the last

three years that is similar to the type of work to be completed under this Contract. The

list provided may be contacted for references.

Please list similar previous work experience:

1. Municipality/Company: _______________________________

Contact Name: ______________________________________

Description of Work: ______________________________________

Date Completed: ___________________________________________

Contract Worth: ________________________________________


Contact Name: ______________________________________


Date Completed: ___________________________________________

Contract Worth: ________________________________________


Contact Name: ______________________________________


Date Completed: ___________________________________________

Contract Worth: ________________________________________


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Equipment and Staffing Schedules

EQUIPMENT

Please specify all the equipment to be used for the work in the spaces provided below.

Trucks

# of trucks and trailers: ________________________

Make/Model and Year of trucks: _____________________________________________

_______________________________________________

_______________________________________________

_______________________________________________

_______________________________________________

_______________________________________________

Loader/Hyd. Excavator/Dozer/Other

Make/Model and Year: _______________________________________________




STAFFING SCHEDULE

Please list below the names and experience of the Supervisory Personnel to be

employed in this Contract. Also include any Sub Contractors that will be on site.

Name: ___________________________________

Position: __________________________________

Qualifications/Experience: ________________________________

Name: ___________________________________

Position: __________________________________


Name: ___________________________________

Position: __________________________________



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Water Control Works License


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DFO Letter of Advice


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Site Pictures

NW Corner of the timber bridge NE corner of timber bridge

Creek channel looking west Bridge Compartments/Lagging


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6 mile bridge to culvert project in plum creek · 2019-09-27 · 6 mile bridge to culvert project...

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