TR-94 Addendum No.1 FULL PDF.pdf

C. E. RAINES COMPANY CERCO JOB NO. TR-94

CONSULTING CIVIL ENGINEERS ADDENDUM No. 1

17700 FORT STREET DATE: February 18, 2025

RIVERVIEW, MICHIGAN 48193 PAGE 1 OF 2

(734) 285-7510

ADDENDUM No. 1 February 18, 2025

2025 TRENTON STREET SECTIONING PROGRAM

CITY of TRENTON, MICHIGAN

OWNER: CITY OF TRENTON

2800 THIRD STREET

TRENTON, MICHIGAN 48183

VIA E-MAIL

To Prospective Bidders:

Information disclosed and/or questions raised since issuing Bidding Documents require that changes in or interpretations of these Bidding Documents be made as noted below. This Addendum No. 1 forms a part of the Contract Documents and modifies the original Bidding Documents dated February 3, 2025. All provisions of the Bidding Documents, which are not so amended, remain in full force and effect.

CHANGES TO PRIOR ADDENDA

No Prior Addenda was issued.

CHANGES TO BID FORM

Section 00400 page 00400-3:

• On the UNIT PRICE TABLE, Item 2 and Item 3 changed “MDOT Grade P1” to “MDOT

Grade S1”.

CHANGES TO AGREEMENT

Section 00500 page 00500-1:

• In 1.01 under the scope of work, the second and third bullet points changed “MDOT Grade

P1” to “MDOT Grade S1”.

Section 00500 page 00500-3:

• On the UNIT PRICE TABLE, Item 2 and Item 3 changed “MDOT Grade P1” to “MDOT

Grade S1”.

CHANGES TO SECTION 01110

Section 01110 page 01110-1:

• In 1.01 SUMMARY, under the scope of work, the second and third bullet points changed

“MDOT Grade P1” to “MDOT Grade S1”.

C. E. RAINES COMPANY CERCO JOB NO. TR-94

CONSULTING CIVIL ENGINEERS ADDENDUM No. 1

17700 FORT STREET DATE: February 18, 2025

RIVERVIEW, MICHIGAN 48193 PAGE 2 OF 2

(734) 285-7510

ADDENDUM No. 1 February 18, 2025

CHANGES TO MEASUREMENT AND PAYMENT

Section 01270 page 01270-04:

• Item 2 has been changed to replace “MDOT Grade P1” to “MDOT Grade S1” in the

Description and the Work Required, as follows:

“Item: 2

Description: Remove Driveway Pavement and Replace with Nonreinforced Concrete, 6-Inch, MDOT

Grade S1, 4000 PSI, on New 6-Inch MDOT 21AA Crushed Limestone

Payment: Unit Price

Measurement: Square Yard

Work Required: Remove existing concrete driveway including base course materials, regardless of depth, including all full-depth saw cutting, excavation, removal, off-site disposal of materials and replace with new 6-inch thick concrete, MDOT Grade S1, 4000 PSI, non-reinforced concrete pavement over new 6-inch thick MDOT 21AA crushed limestone aggregate base in accordance with Wayne County Standard and Special Provision, including all excavation, furnishing and placement of aggregate material, compaction to 98 percent of maximum unit weight, No Fly Ash is allowed, grading, cut and fill, furnishing and placement expansion joints, furnishing and placement of concrete, including all forming, jointing, finishing, curing, protection from weather and vandalism, and all labor, material and equipment, etc. for a complete installation, ready for use by the Owner.”

• Item 3 has been changed to replace “MDOT Grade P1” to “MDOT Grade S1” in the

Description and the Work Required, as follows:

“Item: 3

Description: Remove Pavement and Replace with Nonreinforced Concrete 8-Inch, MDOT Grade S1, 4000 PSI, on New 8-Inch MDOT 21AA Crushed Limestone

Payment: Unit Price

Measurement: Square Yard

Work Required: Remove existing concrete road pavement materials, including base course materials, regardless of depth, including all full-depth saw cutting, excavation, removal, off-site disposal of materials and construct 8-inch thick concrete, MDOT Grade S1, 4000 PSI, nonreinforced concrete pavement- no fly ash allowed in the mix, including curbs, on new 8-inch thick MDOT 21AA crushed limestone aggregate base including all excavation, furnishing and placement of aggregate material, compaction to 98 percent of maximum unit weight, furnishing and placement expansion joints, furnishing and placement of concrete, including all forming, drilling and installation of epoxy coated dowel bars, jointing, finishing, curing, protection from cold weather per City Engineer recommendation, protection from vandalism, and all labor, material and equipment, etc.

for a complete installation, ready for use by the Owner.”

CLARIFICATION:

None

00400-1

SECTION 00400 - BID FORM

CITY OF TRENTON, MICHIGAN

2025 Trenton Street Sectioning Program

Project No. TR-94

THIS BID IS SUBMITTED TO:

TRENTON

2800 THIRD STREET

TRENTON, MI 48183

1.01 The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with

OWNER in the form included in the Bidding Documents to perform all Work as specified or indicated in the

Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents.

2.01 Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to

Bidders, including without limitation those dealing with the disposition of Bid security. The Bid will remain subject to acceptance for 90 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of OWNER.

3.01 In submitting this Bid, Bidder represents, as set forth in the Agreement, that:

A. Bidder has examined and carefully studied the Bidding Documents, the other related data identified in the Bidding Documents, and the following Addenda, receipt of all which is hereby acknowledged.

Addendum No. Addendum Date

Addendum No. 1 February 18, 2025

B. Bidder has visited the Site and become familiar with and is satisfied as to the general, local and Site conditions that may affect cost, progress, and performance of the Work.

C. Bidder is familiar with and is satisfied as to all Federal, State, and local Laws and Regulations that may affect cost, progress and performance of the Work.

D. Bidder has carefully studied all:

1. Reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the

Supplementary Conditions as provided in Paragraph 4.02 of the General Conditions.

E. Bidder has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions

(surface, subsurface and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the

Bidding Documents to be employed by Bidder, and safety precautions and programs incident thereto.

00400-2

F. Bidder does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the determination of this Bid for performance of the Work at the price(s) bid and within the times and in accordance with the other terms and conditions of the Bidding Documents.

G. Bidder is aware of the general nature of work to be performed by OWNER and others at the Site that relates to the Work as indicated in the Bidding Documents.

H. Bidder has correlated the information known to Bidder, information and observations obtained from visits to the Site, reports and drawings identified in the Bidding Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Bidding Documents.

I. Bidder has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that

Bidder has discovered in the Bidding Documents, and the written resolution thereof by ENGINEER is acceptable to Bidder.

J. The Bidding Documents are generally sufficient to indicate and convey understanding of all terms and conditions for the performance of the Work for which this Bid is submitted.

K. In preparation of this Bid, Bidder acknowledges that it will not discriminate against any employee or applicant for employment with respect to hire, tenure, conditions, or privileges of employment, or a matter directly or indirectly related to employment, because of race, color, religion, national origin, age, sex, height, weight, marital status, or a disability that can be reasonable accommodated. OWNER will require this covenant be placed in the Contract with any subcontractor employed in the performance of this Contract.

4.01 Bidder further represents that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation; Bidder has not directly or indirectly induced or solicited any other

Bidder to submit a false or sham Bid; Bidder has not solicited or induced any individual or entity to refrain from bidding; and Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over OWNER.

00400-3

5.01 Bidders shall bid on Section I. Bidder will complete the Work in as listed in Section 01270 in accordance with the Contract Documents for the following price(s):

UNIT PRICE TABLE

SECTION I

Item Description Unit Estimated

Quantity Unit Price Estimated

Total Amount

Remove Sidewalk and Replace with Concrete, 4-Inch, 4,000

PSI on New 4-Inch Sand Base Sft 300 $ $

2* Remove Driveway Pavement and Replace with

Nonreinforced Concrete 6-inch, MDOT Grade *S1, 4000

PSI, on New 6-inch MDOT 21AA Crushed Limestone Syd 200 $ $

3* Remove Pavement and Replace with Nonreinforced Concrete

8-inch, MDOT Grade *S1, 4000 PSI, on New 8-inch MDOT

21AA Crushed Limestone Syd 7,800 $ $

4 ADA Truncated Dome Ea 5 $ $

5 Miscellaneous Straight Face Curb Lft 500 $ $

6 Miscellaneous Subgrade Undercutting, Type II Cyd 100 $ $

7 Miscellaneous Structure Cover Adjustment Ea 18 $ $

8 Miscellaneous Structure Reconstruction Ea 40 $ $

9 Miscellaneous Underdrain, Subgrade, PVC-HD, 6-inch Lft 1,000 $ $

10 Miscellaneous Sign Type B, Temporary Ea 152 $ $

11 Plastic Drum, Furnished & Operated Ea 200 $ $

Miscellaneous Erosion Control, Temporary Inlet Sediment

Filter Ea 100 $ $

13 Restoration and Clean-Up Ls 1 $ $

TOTAL $

A. TOTAL BID FOR ALL UNIT PRICES:

(use words) (figures)

B. Unit Prices have been computed in accordance with Paragraph 11.03 of the General Conditions.

C. Bidder acknowledges that estimated quantities are not guaranteed, and are solely for the purpose of comparison of Bids, and final payment for all Unit Price Bid items will be based on actual quantities provided, determined as provided in the Contract Documents.

D. Bidder acknowledges that discrepancies between the multiplication of units of Work and unit prices will be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures will be resolved in favor of the words.

E. All claims and disputes arising from related Work at the Site by other contractors shall be settled in accordance with Paragraph 7.03 of the Supplementary Conditions.

*ADDENDUM NO. 1 February 18, 2025

00400-4

F. All specific allowances are included in the price(s) set forth above, and have been computed in accordance with Paragraph 11.02 of the General Conditions.

5.02 Total: GRAND TOTAL $

NOTES:

• OWNER reserves the right to increase/decrease the quantities on all items on the above-mentioned description of Work as Work progresses with no adjustment to the unit prices.

• CONTRACTOR shall provide traffic control measures, barricades and signage, and flag persons in accordance with the Michigan Manual of Uniform Traffic Control Devices (MMUTCD). All costs for providing these measures shall be included in the unit prices provided.

6.01 Bid includes the following manufacturers or subcontractors:

Section Product Item Subcontractor/Manufacturer

7.01 Bidder agrees that the Work will be substantially completed and completed and ready for final payment in accordance with Paragraph 14.07.B of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement.

8.01 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified above, which shall be stated in the Agreement.

9.01 The following documents are attached to and made a condition of this Bid:

A. Required Bid security in the form of a certified check, bank check, or a Bid Bond; and

B. A tabulation of Subcontractors, Suppliers and other individuals and entities required to be identified in this Bid.

10.01 The terms used in this Bid with initial capital letters have the meanings indicated in the Instructions to

Bidders, the General Conditions, and the Supplementary Conditions.

A. Required Bid security in the form of a certified check, bank check, or a Bid Bond; and

B. A tabulation of Subcontractors, Suppliers, and other individuals and entities required to be identified in this Bid, and.

C. Section 00457, Certificate of Compliance.

SUBMITTED on , 20 .

State Contractor License No. . (If applicable)

11.01 CONTRACTOR Back-Charges:

00400-5

A. Failure of CONTRACTOR to work after scheduling observation will result in City Engineer back-charging CONTRACTOR a minimum of four hours at the Quality Control Observer, Regular Time rate, unless notification of cancellation of scheduled work is received before 3:30 p.m. of the preceding day.

B. Failure of CONTRACTOR to notify City Engineer about scheduling work, and proceeding with the

Work, without observation, will result in back-charging CONTRATOR a minimum of eight hours at the

Quality Control Observer, Regular Time rate, for every day uninspected work is performed. City Engineer reserves the right to make CONTRACTOR uncover, remove or take necessary measures to verify conforming Work and materials at CONTRACTOR’s costs and without a change in Contract Price.

00400-6

If Bidder is:

An Individual

Name (typed or printed):

By: (SEAL)

(Individual’s signature)

Doing business as:

Business address:

Phone No.: FAX No.:

A Partnership

Partnership Name: (SEAL)

By:

(Signature of general partner -- attach evidence of authority to sign)

A Corporation

Corporation Name: (SEAL)

State of Incorporation:

Type (General Business, Professional, Service, Limited Liability):________________

(Signature -- attach evidence of authority to sign)

Title:

(CORPORATE SEAL)

Attest

Date of Qualification to do business is .

00400-7

A Joint Venture

Joint Venturer Name: (SEAL)

(Signature of joint venture partner -- attach evidence of authority to sign)

Joint Venturer Name: (SEAL)

(Signature -- attach evidence of authority to sign)

Phone and FAX Number, and Address for receipt of official communications:

(Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated above.)

END OF SECTION

00500-1

SECTION 00500 - AGREEMENT

THIS AGREEMENT is by and between the City of Trenton, Michigan, (hereinafter called OWNER) and , (hereinafter called CONTRACTOR).

OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree as follows:

ARTICLE 1 - WORK

1.01 CONTRACTOR shall complete all Work as specified or indicated in the Contract Documents. The Work is generally described as follows:

Sawcut to full depth, remove and replace sections of concrete road pavements at various locations within the City.

SECTION I

Approximately

• Remove Sidewalk and Replace with Concrete, 4-inch, 4,000 PSI on New 4-inch Sand Base

• *Remove Driveway Pavement and Replace with Nonreinforced Concrete 6-inch, MDOT Grade *S1, 4000 PSI, on New 6-inch MDOT 21AA Crushed Limestone

• *Remove Pavement and Replace with Nonreinforced Concrete 8-inch, MDOT Grade *S1, 4000 PSI, on

New 8-inch MDOT 21AA Crushed Limestone

• ADA Truncated Dome

• Miscellaneous Straight Face Curb

• Miscellaneous Subgrade Undercutting, Type II

• Miscellaneous Structure Cover Adjustment

• Miscellaneous Structure Reconstruction

• Miscellaneous Underdrain, Subgrade, PVC-HD, 6-inch

• Miscellaneous Sign, Type B, Temporary

• Plastic Drum, Furnished & Operated

• Miscellaneous Erosion Control, Temporary Inlet Sediment Filter

• Restoration and Clean-Up

ARTICLE 2 - THE PROJECT

2.01 The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows:

CITY OF TRENTON, MICHIGAN

2025 Trenton Street Sectioning Program

Project No. TR-94

ARTICLE 3 - ENGINEER

3.01 The Project has been designed by the C. E. Raines (Charles E. Raines) Company, 17700 Fort Street, Riverview, Michigan, 48193, who is hereinafter called ENGINEER and who is to act as OWNER’s representative, assume all duties and responsibilities, and have the rights and authority assigned to

ENGINEER in the Contract Documents in connection with the completion of the Work in accordance with the Contract Documents.

00500-2

ARTICLE 4 - CONTRACT TIMES

4.01 Time of the Essence

A. Construction shall start on or before April 7, 2025. All time limits for Milestones, if any, including

Substantial Completion, and completion and readiness for final payment as stated in the Contract

Documents are of the essence of the Contract.

4.02 Dates for Substantial Completion and Final Payment

A. The Work shall be substantially completed, on or before October 31, 2025, in accordance with

Paragraph 14.04 of the General Conditions;

B. The Work shall be final completed (completion of restoration and readiness for final payment) and in accordance with Paragraph 14.07 of the General Conditions on or before October 31, 2025.

4.03 Liquidated Damages

A. CONTRACTOR and OWNER recognize that time is of the essence of this Agreement and that

OWNER will suffer financial loss if the Work is not completed within the times specified in Paragraph

4.02 above, plus any extensions thereof allowed in accordance with Article 12 of the General

Conditions. The parties also recognize the delays, expense, and difficulties involved in proving in a legal or arbitration preceding the actual loss suffered by OWNER if the Work is not completed on time.

Accordingly, instead of requiring any such proof, OWNER and CONTRACTOR agree that as liquidated damages for delay (but not as a penalty), CONTRACTOR shall pay OWNER five hundred and 00/100 dollars ($500.00) for each day that expires after the time specified in Paragraph 4.02 for

Substantial Completion until the Work is substantially complete. After Substantial Completion, if

CONTRACTOR shall neglect, refuse, or fail to complete the remaining Work within the Contract

Time or any proper extension thereof granted by OWNER, CONTRACTOR shall pay OWNER five hundred dollars ($500.00) for each day that expires after the time specified in Paragraph 4.02 for completion and readiness for final payment until the Work is completed and ready for final payment.

00500-3

ARTICLE 5 - CONTRACT PRICE

5.01 OWNER will pay CONTRACTOR for completion of the Work in accordance with the Contract Documents an amount in current funds equal to the sum of the amounts determined pursuant to this Paragraph 5.01 in the amounts listed below:

A. For all Unit Price Work, an amount equal to the sum of the established unit price for each separately identified item of Unit Price Work times the estimated quantity of that item as indicated in this

Paragraph 5.01.A:

UNIT PRICE TABLE

SECTION I

Item Description Unit Estimated

Quantity Unit Price Estimated

Total Amount

Remove Sidewalk and Replace with Concrete, 4-Inch, 4,000

PSI on New 4-Inch Sand Base Sft 300 $ $

2* Remove Driveway Pavement and Replace with

Nonreinforced Concrete 6-inch, MDOT Grade *S1, 4000

PSI, on New 6-inch MDOT 21AA Crushed Limestone Syd 200 $ $

3* Remove Pavement and Replace with Nonreinforced Concrete

8-inch, MDOT Grade *S1, 4000 PSI, on New 8-inch MDOT

21AA Crushed Limestone Syd 7,800 $ $

4 ADA Truncated Dome Ea 5 $ $

5 Miscellaneous Straight Face Curb Lft 500 $ $

6 Miscellaneous Subgrade Undercutting, Type II Cyd 100 $ $

7 Miscellaneous Structure Cover Adjustment Ea 18 $ $

8 Miscellaneous Structure Reconstruction Ea 40 $ $

9 Miscellaneous Underdrain, Subgrade, PVC-HD, 6-inch Lft 1,000 $ $

10 Miscellaneous Sign Type B, Temporary Ea 152 $ $

11 Plastic Drum, Furnished & Operated Ea 200 $ $

Miscellaneous Erosion Control, Temporary Inlet Sediment

Filter Ea 100 $ $

13 Restoration and Clean-Up Ls 1 $ $

TOTAL $

A. TOTAL BID FOR ALL UNIT PRICES:

(use words) (figures)

B. Bidder acknowledges that discrepancies between the multiplication of units of Work and unit prices shall be resolved in favor of the unit prices. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum. Discrepancies between words and figures shall be resolved in favor of the words;

C. Unit Prices have been computed in accordance with Paragraph 11.03 of the General Conditions;

00500-4

D. As provided in Paragraph 11.03 of the General Conditions, estimated quantities are not guaranteed, and determination of actual quantities and classifications are to be made by the ENGINEER as provided in

Paragraph 9.08 of the General Conditions;

E. All specific allowances are included in the above price and have been computed in accordance with

Paragraph 11.02 of the General Conditions.

ARTICLE 6 - PAYMENT PROCEDURES

6.01 Submittal and Processing of Payments

A. CONTRACTOR shall submit Applications for Payment in accordance with Article 14 of the General

Conditions. Applications for Payment will be processed by ENGINEER as provided in the General

Conditions.

6.02 Retainage

A. OWNER will make progress payments on account of the Contract Price on the basis of

CONTRACTOR’s Applications for Payment in accordance with Paragraph 14.02.C of the General

Conditions during performance of the Work as provided in Paragraph 6.02.A.1 below. All such payments will be measured by the schedule of values established in Paragraph 2.07 of the General

Conditions (and in the case of Unit Price Work based on the number of units completed) or, in the event there is no schedule of values, as provided in the General Requirements:

1. The provisions set forth in Michigan Public Acts of 1980, Act No. 524, shall be adhered to by

OWNER and CONTRACTOR for retainage. A copy of the Act is included in Section 00615, Act No. 524, Michigan P.A. 1980.

6.03 Final Payment

A. Upon final completion and acceptance of the Work in accordance with Paragraph 14.07 of the General

Conditions, OWNER shall pay the remainder of the Contract Price as recommended by ENGINEER as provided in said Paragraph 14.07 of the General Conditions.

ARTICLE 7 - INTEREST

7.01 All moneys not paid when due as provided in Article 14 of the General Conditions shall bear interest at the prevailing passbook savings rate at the place of the Project

ARTICLE 8 - CONTRACTOR’S REPRESENTATIONS

8.01 In order to induce OWNER to enter into this Agreement CONTRACTOR makes the following representations:

A. CONTRACTOR has examined and carefully studied the Contract Documents and the other related data identified in the Bidding Documents;

B. CONTRACTOR has visited the Site and become familiar with and is satisfied as to the general, local, and Site conditions that may affect cost, progress, and performance of the Work;

C. CONTRACTOR is familiar with and is satisfied as to all Federal, state, and local Laws and

Regulations that may affect cost, progress, and performance of the Work;

00500-5

D. CONTRACTOR has carefully studied all:

1. Reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except Underground Facilities) which have been identified in the

Supplementary Conditions as provided in Paragraph 4.02 of the General Conditions.

E. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all additional or supplementary examinations, investigations, explorations, tests, studies, and data concerning conditions (surface, subsurface, and Underground Facilities) at or contiguous to the Site which may affect cost, progress, or performance of the Work or which relate to any aspect of the means, methods, techniques, sequences, and procedures of construction to be employed by

CONTRACTOR, including applying the specific means, methods, techniques, sequences, and procedures of construction, if any, expressly required by the Contract Documents to be employed by

CONTRACTOR, and safety precautions and programs incident thereto;

F. CONTRACTOR does not consider that any further examinations, investigations, explorations, tests, studies, or data are necessary for the performance of the Work at the Contract Price, within the

Contract Times, and in accordance with the other terms and conditions of the Contract Documents;

G. CONTRACTOR is aware of the general nature of work to be performed by OWNER and others at the

Site that relates to the Work as indicated in the Contract Documents;

H. CONTRACTOR has correlated the information known to CONTRACTOR, information and observations obtained from visits to the Site, reports and drawings identified in the Contract

Documents, and all additional examinations, investigations, explorations, tests, studies, and data with the Contract Documents;

I. CONTRACTOR has given ENGINEER written notice of all conflicts, errors, ambiguities, or discrepancies that CONTRACTOR has discovered in the Contract Documents, and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR;

J. The Contract Documents are generally sufficient to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work;

K. CONTRACTOR acknowledges that it shall not discriminate against any employee or applicant for employment with respect to hire, tenure, conditions, or privileges of employment, or a matter directly or indirectly related to employment, because of race, color, religion, national origin, age, sex, height, weight, marital status, or a disability that can be reasonable accommodated. OWNER will require this covenant be placed in the Contract with any subcontractor employed in the performance of this

Contract. A breach of this covenant shall be regarded as a material breach of the Contract.

ARTICLE 9 - CONTRACT DOCUMENTS

9.01 Contents

A. The Contract Documents consist of the following:

1. This Agreement (pages 00500-1 to 8, inclusive);

2. Performance Bond (pages 00613-1 to 2, inclusive);

3. Payment Bond (pages 00614-1 to 2, inclusive);

00500-6

4. Other Bonds (pages _____ to _____, inclusive);

a. ___________________________________ (pages _____ to _____, inclusive);

b. ___________________________________ (pages _____ to _____, inclusive);

c. ___________________________________ (pages _____ to _____, inclusive);

5. General Conditions (pages 00700-1 to 37, inclusive);

6. Supplementary Conditions (pages 00800-1 to 9, inclusive);

7. Specifications as listed in the table of contents of the Project Manual;

8. Addenda (numbers _____ to _____, inclusive);

9. Exhibits to this Agreement (enumerated as follows):

a. Notice to Proceed (page 00550-1);

b. CONTRACTOR’s Bid (pages 00400-1 to 7, inclusive);

c. Documentation submitted by CONTRACTOR prior to Notice of Award (pages _____ to ____, inclusive);

d. ___________________________________________________________;

10. The following which may be delivered or issued on or after the Effective Date of the Agreement and are not attached hereto:

a. Written Amendments;

b. Work Change Directives;

c. Change Order(s).

B. The documents listed in Paragraph 9.01.A are attached to this Agreement (except as expressly noted otherwise above);

C. There are no Contract Documents other than those listed above in this Article 9;

D. The Contract Documents may only be amended, modified, or supplemented as provided in Paragraph

3.04 of the General Conditions.

ARTICLE 10 - MISCELLANEOUS

10.01 Terms

A. Terms used in this Agreement will have the meanings indicated in the General Conditions.

10.02 Assignment of Contract

A. No assignment by a party hereto of any rights under or interests in the Contract will be binding on another party hereto without the written consent of the party sought to be bound; and, specifically but without limitation, moneys that may become due and moneys that are due may not be assigned without such consent (except to the extent that the effect of this restriction may be limited by law), and unless specifically stated to the contrary in any written consent to an assignment, no assignment will release or discharge the assignor from any duty or responsibility under the Contract Documents.

00500-7

10.03 Successors and Assigns

A. OWNER and CONTRACTOR each binds itself, its partners, successors, assigns, and legal representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents.

10.04 Severability

A. Any provision or part of the Contract Documents held to be void or unenforceable under any Law or

Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER and CONTRACTOR, who agree that the Contract Documents shall be reformed to replace such stricken provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision.

00500-8

IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in duplicate. One counterpart each has been delivered to OWNER and CONTRACTOR. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or on their behalf.

This Agreement will be effective on , 20 (which is the

Effective Date of the Agreement).

OWNER: CONTRACTOR:

City of Trenton

By: By:

[CORPORATE SEAL]

[CORPORATE SEAL]

Address for giving notices:

Address for giving notices:

2800 Third Street

Trenton, Michigan 48138

(If OWNER is a corporation, attach evidence of authority to sign. If OWNER is a public body, attach evidence of authority to sign and resolution or other documents authorizing execution of OWNER-

CONTRACTOR Agreement.)

License No.

(Where applicable)

Agent for service of process:

(If CONTRACTOR is a corporation or a partnership, attach evidence of authority to sign.)

Designated Representative: Designated Representative:

Name: Name:

Title: Title:

Address: Address:

Phone: Phone:

Facsimile: Facsimile:

01110-1

SECTION 01110 - SUMMARY OF WORK

PART 1 - GENERAL

1.01 SUMMARY

A. The Project is located within the City of Trenton, Michigan. The proposed work consists of the removal of existing road pavement and replacement with new pavement at various locations within the City.

B. Items of work and approximate quantities under the Contract consist of the following:

SECTION I

Approximately

• Remove Sidewalk and Replace with Concrete, 4-inch, 4,000 PSI on New 4-inch Sand Base

• *Remove Driveway Pavement and Replace with Nonreinforced Concrete 6-inch, MDOT Grade *S1, 4000

PSI, on New 6-inch MDOT 21AA Crushed Limestone

• *Remove Pavement and Replace with Nonreinforced Concrete 8-inch, MDOT Grade *S1, 4000 PSI, on New

8-inch MDOT 21AA Crushed Limestone

• ADA Truncated Dome

• Miscellaneous Straight Face Curb

• Miscellaneous Subgrade Undercutting, Type II

• Miscellaneous Structure Cover Adjustment

• Miscellaneous Structure Reconstruction

• Miscellaneous Underdrain, Subgrade, PVC-HD, 6-inch

• Miscellaneous Sign, Type B, Temporary

• Plastic Drum, Furnished & Operated

• Miscellaneous Erosion Control, Temporary Inlet Sediment Filter

• Restoration and Clean-Up

1.02 WORK SEQUENCE

A. CONTRACTOR shall arrange CONTRACTOR's Work so that at no time shall it cause unnecessary interruption to the existing buildings use.

B. If CONTRACTOR wishes to propose an alternate sequence of construction for maintaining operation of existing facilities, CONTRACTOR shall submit complete details of CONTRACTOR's plan to

ENGINEER for approval.

1.03 CONTRACTOR USE OF PREMISES

A. Limit use of the premises to construction activities in areas indicated; allow for OWNER occupancy and use by the public. Confine operations to areas within Contract limits indicated. Portions of the Site beyond areas in which construction operations are indicated are not to be disturbed.

B. Keep driveways and entrances serving the premises clear and available to OWNER, OWNER's employees, and private OWNERS at all times. Do not use these areas for parking or storage of materials.

Schedule deliveries to minimize space and time requirements for storage of materials and equipment on

Site. Areas for CONTRACTOR's trailers, equipment, and material storage, and CONTRACTOR's employee parking shall be as indicated on Drawings or agreed by OWNER prior to the start of construction.

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1.04 OWNER OCCUPANCY

NOT USED

1.05 MISCELLANEOUS PROVISIONS

A. CONTRACTOR shall be responsible for verifying the location of all underground utilities by magnetic or other type instruments before beginning excavation work.

B. Time and Sequence of Work: In general, it is the intention and understanding that CONTRACTOR shall have control over the sequence or order of execution of the several parts of the Work to be done under the

Contract and over the method of accomplishing the required results, except as some particular sequence or method may be distinctly demanded by the Drawings and Project Manual or by the expressed provisions of the Contract. ENGINEER may, however, make such reasonable requirements as may, in

ENGINEER's judgment, be necessary for the proper and effective protection of Work partially or wholly completed, and to these requirements CONTRACTOR shall conform.

PART 2 - PRODUCTS

PART 3 - EXECUTION

01270-1

SECTION 01270 - MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.01 SUMMARY

A. Section Includes: This Section specifies administrative and procedural requirements for Measurement and Payment. Payment for Work under this Contract will be made on a unit price or lump sum basis for Work actually completed. Final measurements of the Work will be taken by ENGINEER to determine the amount of Work completed. The method of applying the unit prices to measured quantities shall be as specified in this Section.

1.02 DEFINITIONS

A. Average End Area: Average end area shall be the cross-sectional area determined perpendicular to the long axis of Work being measured (the end area). End areas shall be determined within 50 feet of each end of the Work and in no more than 100-foot intervals. Total volume shall be determined by multiplying each end area by the length of Work to which it applies.

B. Actual Area, for Square Yard and Square Foot Measurements: For rectangular or trapezoidal areas, the average width multiplied by the length. Irregularly shaped areas shall be broken into roughly rectangular or triangular shapes for measurement.

C. Field Survey: For large areas to be measured for the above two methods, ENGINEER may elect to have the area determined by field survey using electronic data collection, and the area determined based on a plot of the data. CONTRACTOR will be provided with a copy of the plot and survey data.

D. Truck Load Tickets: For unit price items paid by the ton, scales used must be currently certified by

MDOT for use on State Project. CONTRACTOR shall provide ENGINEER with copies of certification. Load tickets must show date, time, material, load weight, tare weight, and net weight, and be mechanically or computer printed. Handwritten tickets shall not be accepted.

1.03 OWNER’S INSTRUCTIONS

A. Payment will only be made for items listed on Bid Form. The costs for other Work required for a complete Project will be included in the prices Bid for the other items of Work listed on Bid Form.

B. Payment for each item will be in accordance with Paragraph 11.03 of the General Conditions, and include all applicable labor, material, equipment, and ancillary items to complete the Work specified.

C. All measurements shall be rounded to the nearest whole unit.

D. Restoration Costs: Where payment for surface restoration is included in the unit prices for underground utilities, twenty percent (20%) of the unit price for the utility will be withheld until surface restoration has been completed. Restoration in this context includes surface grading, placement of, topsoil, seed, fertilizer and mulch, and all clean up necessary for the Work. When

ENGINEER determines that the restoration Work has been completed satisfactorily, the twenty percent (20%) will be authorized for the next partial pay estimate.

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1.04 APPLICATIONS FOR PAYMENT

A. Each Application for Payment shall be consistent with previous applications and payments as certified by ENGINEER and paid for by OWNER.

B. The initial Application for Payment, the Application for Payment at time of Substantial Completion, and the final Application for Payment involve additional requirements.

C. The date for each progress payment will be determined at the pre-construction meeting. The period of construction Work covered by each Application for Payment is one (1) month. Actual start/end dates will be determined at the pre-construction meeting.

D. Use the pay application form included in Section 00620 for Applications for Payment.

1. Complete every entry on the form, including execution by person authorized to sign legal documents on behalf of CONTRACTOR;

2. Incomplete applications will be returned without action.

E. Initial Application for Payment: Administrative actions and submittals that must precede submittal of the first Application for Payment include the following:

1. List of subcontractors;

2. List of principal suppliers and fabricators;

3. CONTRACTOR's Construction Schedule (preliminary if not final);

4. Schedule of principal products;

5. Submittal Schedule (preliminary if not final).

F. Application for Payment at Substantial Completion: Administrative actions and submittals that shall proceed or coincide with this application include:

1. Warranties (guarantees) and maintenance agreements;

2. Maintenance instructions;

3. Meter readings;

4. Start-up performance reports;

5. Changeover information related to OWNER's occupancy, use, operation and maintenance;

6. Final cleaning;

7. Application for reduction of retainage, and consent of surety;

8. Advice on shifting insurance coverages;

9. Final progress photographs;

10. List of incomplete Work, recognized as exceptions to ENGINEER's Certificate of Substantial

Completion.

G. Final Payment Application: Administrative actions and submittals which must precede or coincide with submittal of the final payment Application for Payment include the following:

1. Completion of Project closeout requirements;

2. Completion of items specified for completion after Substantial Completion;

3. Assurance that unsettled claims will be settled;

4. Assurance that Work not complete and accepted will be completed without undue delay;

5. Transmittal of required Project construction records to OWNER;

6. Proof that taxes, fees, and similar obligations have been paid;

7. Removal of temporary facilities and services;

8. Removal of surplus materials, rubbish, and similar elements;

01270-3

9. CONTRACTOR's waivers of mechanics liens for Project.

PART 2 - PRODUCTS

PART 3 - EXECUTION

01270-4

SCHEDULE OF PRICES

SECTION I

Item: 1

Description: Remove Sidewalk and Replace with Concrete, 4-Inch, 4,000 PSI on New 4-Inch Sand Base

Payment: Unit Price

Measurement: Square Foot

Work Required: Remove existing concrete walk including base course materials, regardless of depth, including all full-depth sawcut ting, excavation, removal, off-site disposal of materials and replace with new 4-inch thick MDOT Grade S2 (4,000 PSI) concrete sidewalk and/or concrete sidewalk ramp, over 4-inch thick compacted sand base and per WCDPS Special Provisions and conforming to all requirements of the Americans with Disabilities Act (ADA) Accessibility

Guidelines, including all excavation, subbase grading and compaction, compaction of sand base to ninety-eight percent (98%) maximum unit weight, all forming, jointing, grading, cut and fill, finishing, curing, weather protection, and all labor, materials, and equipment, etc. to provide for a complete installation ready for use by the Owner.

Item: 2*

Description: Remove Driveway Pavement and Replace with Nonreinforced Concrete, 6-Inch, MDOT Grade

*S1, 4000 PSI, on New 6-Inch MDOT 21AA Crushed Limestone

Payment: Unit Price

Measurement: Square Yard

Work Required: Remove existing concrete driveway including base course materials, regardless of depth, including all full-depth saw cutting, excavation, removal, off-site disposal of materials and replace with new 6-inch thick concrete, MDOT Grade *S1, 4000 PSI, non-reinforced concrete pavement over new 6-inch thick MDOT 21AA crushed limestone aggregate base in accordance with Wayne County Standard and Special Provision, including all excavation, furnishing and placement of aggregate material, compaction to 98 percent of maximum unit weight, No Fly

Ash is allowed, grading, cut and fill, furnishing and placement expansion joints, furnishing and placement of concrete, including all forming, jointing, finishing, curing, protection from weather and vandalism, and all labor, material and equipment, etc. for a complete installation, ready for use by the Owner.

Item: 3*

Description: Remove Pavement and Replace with Nonreinforced Concrete 8-Inch, MDOT Grade *S1, 4000

PSI, on New 8-Inch MDOT 21AA Crushed Limestone

Payment: Unit Price

Measurement: Square Yard

Work Required: Remove existing concrete road pavement materials, including base course materials, regardless of depth, including all full-depth saw cutting, excavation, removal, off-site disposal of materials and construct 8-inch thick concrete, MDOT Grade *S1, 4000 PSI, nonreinforced concrete pavement- no fly ash allowed in the mix, including curbs, on new 8-inch thick MDOT 21AA crushed limestone aggregate base including all excavation, furnishing and placement of aggregate material, compaction to 98 percent of maximum unit weight, furnishing and placement expansion joints, furnishing and placement of concrete, including all forming, drilling and installation of epoxy coated dowel bars, jointing, finishing, curing, protection from cold weather per City Engineer recommendation, protection from vandalism, and all labor, material and equipment, etc. for a complete installation, ready for use by the Owner.

01270-5

Item: 4

Description: ADA Truncated Dome

Payment: Unit Price

Measurement: Each

Work Required: Install ADA detectable warning surface, one (1) on each ramp, conforming to all requirements of the Americans with Disabilities Act (ADA) Accessibility Guidelines, WCDPS Special

Provision WC803 (BB), Section 803 of the MDOT 2003 Standard Specifications for

Construction including all preparation, labor, materials, and equipment, etc. necessary to provide for a complete installation, ready for use by the Owner.

Item: 5

Description: Miscellaneous Straight Face Curb

Payment: Unit Price

Measurement: Lineal Foot

Work Required: Remove existing concrete curb and gutter and replace with new concrete and gutter matching the existing one including all excavation, furnishing and placement of aggregate material, compaction to 98 percent of maximum unit weight, furnishing and placement expansion joints, furnishing and placement of concrete, including all forming, jointing, finishing, curing, protection from weather and vandalism, and all labor, material and equipment, etc. for a complete installation, ready for use by the Owner.

Item: 6

Description: Miscellaneous Subgrade Undercutting, Type II

Payment: Unit Price

Measurement: Cubic Yard

Work Required: Perform subgrade undercutting, Type II, as per WCDPS Special Provision, and as directed by

Engineer, including all excavation, placement of geotextile separator and MDOT 21AA aggregate backfill, compaction of backfill to 98 percent of maximum unit weight, all material, equipment, and labor, etc.

Item: 7

Description: Miscellaneous Structure Cover Adjustment

Payment: Unit Price

Measurement: Each

Work Included: Adjust existing structure frame and cover to proposed grade per Wayne County Special

Provisions, including all excavation, saw cutting, removal or addition of adjusting brick, removal and reinstallation of frame and cover to proposed grade, disposal of removed materials, off-site, and all material, equipment, and labor, etc.

Item: 8

Description: Miscellaneous Structure Reconstruction

Payment: Unit Price

Measurement: Each

Work Included: Remove and replace brick/block corbel with precast concrete corbel and waterproof joint between corbel and existing manhole and chimney, including all necessary equipment, materials, labor, resetting of frame and cover, and all work necessary to complete the structure reconstruction, etc.

01270-6

Item: 9

Description: Miscellaneous Underdrain, Subgrade, PVC-HD, 6-Inch

Payment: Unit Price

Measurement: Lineal Foot

Work Included: Install 6-inch diameter Corrugated Polyvinyl Chloride High-Density subgrade underdrain pipe with MDOT Porous Class I backfill, conforming to AASHTO and MDOT standard specifications, and in accordance with WCDPS standard plans and Special Provisions, including all excavation, furnishing and placement of trench backfill, compaction of backfill to

98 percent of maximum unit weight, connection to exiting drainage structures, and all necessary material, equipment, and labor, etc.

Item: 10

Description: Miscellaneous Sign, Type B, Temporary

Payment: Unit Price

Measurement: Each

Work Included: Fabricate, furnish and erect new Traffic Control signs at locations directed by the City

Engineer, in accordance with MMUTCD standards and specifications, including all excavation, furnishing and installation of sign, and the removal of sign upon approval of the City Engineer, all material, equipment, and labor for a complete installation, etc.

Item: 11

Description: Plastic Drum, Furnished & Operated

Payment: Unit Price

Measurement: Each

Work Required: Provide, install and maintain all traffic control measures as directed by the City Engineer including all required drums, in accordance with the current MMUTCD standard specifications and details.

Item: 12

Description: Miscellaneous Erosion Control, Temporary Inlet Sediment Filter

Payment: Unit Price

Measurement: Each

Work Required: Place sediment control inlet filter within existing drainage structures, including furnishing and installation, maintenance during construction, removal upon approval of construction and establishment of permanent SESC measures, and all material, equipment, and labor, etc.

Item: 13

Description: Restoration and Clean-up

Payment: Unit Price

Measurement: Lump Sum

Work Included: Perform restoration and clean-up of all disturbed areas, including all excavation, subgrade preparation, filling, shaping, grading to provide for positive drainage, all plowing, discing, raking, disposal of unsuitable and excess material, furnishing and placement of solid clean screened topsoil to depth specified (minimum 3 inches), hydroseeding, rolling, tamping, watering, mowing, maintenance and care, and all material, equipment, and labor necessary to provide for a complete job, whether specifically mentioned or implied.