SECTION 00 01 00

CONTRACT DOCUMENTS

2025 TAYLOR WATER MAIN REHABILITATION DESIGN

City of Taylor 23555 Goddard Rd Taylor, MI 48180

November 9, 2026

25251 Northline Rd, Taylor, MI 48180

TAY3164-23T

11-04-2026 00 01 00 - 2 Contract Documents

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November 9, 2026 00 01 10 - 1 Table of Contents

SECTION 00 01 10

TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 10 - Table of Contents

00 01 15 - List of Drawing Sheets

00 11 13 - Advertisement for Bids

00 21 13 - Instructions to Bidders

00 42 43 - Proposal

00 43 13 - Bid Bond Form

00 43 45 - Legal Status of Bidder

00 45 13 - Statement of Bidder's Qualifications

00 45 19 - Non-Collusion Affidavit of Prime Bidder

00 51 00 - Notice of Award

00 52 00 - Agreement

00 55 00 - Notice to Proceed

00 60 00 - Project Forms

00 61 12.13 - Labor and Material Payment Bond Form

00 61 13.13 - Performance Bond Form

00 61 19.13 - Maintenance and Guarantee Bond Form

00 62 75 - Engineer's Certificate for Payment

00 62 76 - Contractor's Application for Payment

00 62 77 - Payment Schedule

00 63 25 - Substitution Request Form

00 63 70 - Change Proposal Form

00 65 16 - Certificate of Substantial Completion

00 65 20 - Sworn Statement

00 72 00 - General Conditions

00 73 00 - Supplementary Conditions

00 91 13 - Addendum

SPECIFICATIONS

November 9, 2026 00 01 10 - 2 Table of Contents

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 - Summary of Work

01 21 00 - Allowances

01 31 19 - Project Meetings

01 33 00 - Submittal Procedures

01 45 00 - Quality Control

01 50 00 - Temporary Facilities and Controls

01 51 18 - Temporary Water Main

01 57 13 - Temporary Erosion and Sediment Control

01 60 00 - Product Requirements

01 71 23 - Construction Layout

01 77 00 - Closeout Procedures

01 89 00 - Site Construction Performance Requirements

DIVISION 02 - EXISTING CONDITIONS

02 01 10 - Location and Maintenance of Existing Underground Utilities

02 41 13 - Selective Demolition

DIVISION 04 - MASONRY

04 05 11 - Mortaring and Grouting

DIVISION 31 - EARTHWORK

31 11 00 - Clearing and Grubbing

31 22 00 - Grading

31 23 10 - Vibration and Noise Control

31 23 13 - Subgrade Preparation

31 23 16 - Structural Excavation and Backfill

31 23 19 - Dewatering

31 23 33 - Trenching and Backfilling

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 - Aggregate Base Courses

32 12 16 - Bituminous Paving

32 13 13 - Concrete Paving

November 9, 2026 00 01 10 - 3 Table of Contents

32 13 15 - Sidewalks and Driveways

32 17 13 - Parking Bumpers

32 17 23 - Pavement Markings

32 31 00 - Fences and Gates

32 90 00 - Plantings

32 92 19 - Seeding

DIVISION 33 - UTILITIES

33 01 30.11 - Television Inspection of Sewers

33 01 30.30 - Sanitary Sewerage Flow Control

33 01 30.41 - Cleaning of Sanitary Sewerage Utilities

33 01 30.82 - Liners for Wastewater Structures

33 05 07 - Utility Horizontal Directional Boring

33 05 09 - Pipe Bursting Pre-Chlorinated HDPE Pipe for Water Main

33 05 13 - Manholes and Structures

33 14 00 - Water Utility Distribution Piping

33 31 10 - High Density Polyethylene (HDPE) Pipe and Fittings

33 31 10.15 - Leakage Testing for HDPE Pipe

33 41 00 - Storm Utility Drainage Piping

33 44 00 - Storm Utility Water Drains

DIVISION 34 - TRANSPORTATION (NOT USED)

DIVISION 40 - PROCESS INTEGRATION (NOT USED)

END OF SECTION

November 9, 2026 00 01 10 - 4 Table of Contents

November 9, 2026 00 01 15 - 1 List of Drawing Sheets

SECTION 00 01 15

LIST OF DRAWING SHEETS

The Plans bearing the general title of 2025 Taylor Water Main Rehabilitation Design and dated November 9, 2026 are included with and form a part of the Contract Documents for this Project.

Title Sheet Number Cover 1 Index 2 Notes 3 Notes 4 Legend 5

AREA 1

Overall Plan - Ecorse Road 6 Overall Plan - Oldham, Janet Street and Wilkie Street 7 Overall Plan - Area 2 8 Overall Plan - Area 1 9 Structure Table - Ecorse Road 10 Structure Table - Area 1 11 Existing Conditions & Removal Plan - Ecorse Sta 0+00 to 16+00 12 Existing Conditions & Removal Plan - Ecorse Sta 16+00 to 33+00 13 Existing Conditions & Removal Plan - Ecorse Sta 33+00 to 47+00 14 Existing Conditions & Removal Plan - Ecorse Sta 47+00 to 51+39 15 Proposed Water Main Plan & Profile - Ecorse Sta 0+00 to 8+00 16 Proposed Water Main Plan & Profile - Ecorse Sta 8+00 to 16+00 17 Proposed Water Main Plan & Profile - Ecorse Sta 16+00 to 25+00 18 Proposed Water Main Plan & Profile - Ecorse Sta 25+00 to 33+00 19 Proposed Water Main Plan & Profile - Ecorse Sta 33+00 to 41+00 20 Proposed Water Main Plan & Profile - Ecorse Sta 41+00 to 47+00 21 Proposed Water Main Plan & Profile - Ecorse Sta 47+00 to 51+39 22 Proposed Water Main Plan & Profile - Ecorse Crossings 1 23 Proposed Water Main Plan & Profile - Ecorse Crossings 2 24 Existring Conditions & Removal Plan - Oldham Street 25 Proposed Water Main Plan & Profile - Oldham Street 26 Existing Conditions & Removal Plan - Janet Street 27 Proposed Water Main Plan & Profile - Janet Street 28 Existing Conditions & Removal Plan Wilkie Street 29 Proposed Water Main Plan & Profile - Wilkie Street 30 Existing Conditions & Removal Plan - Gulley Rd 31 Proposed Water Main Plan & Profile - Gulley Sta 0+00 to 9+00 32 Proposed Water Main Plan & Profile - Gulley Sta 9+00 to 12+48 33 Existing Conditions & Removal Plan - Beech Daly to Golf Course 34 Proposed Water Main Plan & Profile - Beech Daly to Golf Course 35 Existing Conditions & Removal Plan - Taylor Meadows 36 Proposed Water Main Plan & Profile - Taylor Meadows 37 Existing Conditions & Removal Plan - Ames 38 Proposed Water Main Plan & Profile - Ames Sta 0+00 to 9+50 39

November 9, 2026 00 01 15 - 2 List of Drawing Sheets

Proposed Water Main Plan & Profile - Ames Sta 9+50 to 17+00 40 Proposed Water Main Plan & Profile - Ames Sta 17+00 to 18+59 41 Existing Conditions & Removal Plan - Troy South 42 Proposed Water Main Plan & Profile Troy South Sta 0+00 to 7+00 43 Proposed Water Main Plan & Profile Troy South Sta 7+00 to 18+84 44 Existing Conditions & Removal Plan - Troy North 45 Proposed Water Main Plan & Profile Troy North Sta 0+00 to 9+36 46 Existing Conditions & Removal Plan - Bailey 1 47 Existing Conditions & Removal Plan - Bailey 2 48 Proposed Water Main Plan & Profile - Bailey Sta 0+00 to 10+00 49 Proposed Water Main Plan & Profile - Bailey Sta 10+00 to 21+00 50 Proposed Water Main Plan & Profile - Bailey Sta 21+00 to 24+34 51 Existing Conditions & Removal Plan - Burr 1 52 Existing Conditions & Removal Plan - Burr 2 53 Proposed Water Main Plan & PRofile - Burr Sta 0+00 to 9+00 54 Proposed Water Main Pan & Profile - Burr Sta 9+00 to 18+00 55 Proposed Water Main Plan & Profile - Burr Sta 18+00 to 23+39 56 Existing Conditions & Removal Plan - Buck 1 57 Existing Conditions & Removal Plan - Buck 2 58 Proposed Water Main Plan & Profile - Buck Sta 0+00 to 9+00 59 Proposed Water Main Plan & Profile - Buck Sta 9+00 to 18+00 60 Proposed Water Main Plan & Profile - Buck Sta 18+00 to 22+37 61 Existing Conditions & Removal Plan - Banner 1 62 Existing Conditions & Removal Plan - Banner 2 63 Proposed Water Main Plan & Profile - Banner Sta 0+00 to 8+00 64 Proposed Water Main Plan & Profile - Banner Sta 8+00 to 17+00 65 Proposed Water Main Plan & Profile - Banner Sta 17+00 to 21+51 66 Existing Conditions & Removal Plan Cooper 1 67 Existing Conditions & Removal Plan Cooper 2 68 Proposed Water Main Plan & Profile - Cooper Sta 0+00 to 8+00 69 Proposed Water Main Plan & Profile - Cooper Sta 8+00 to 17+00 70 Proposed Water Main Plan & Profile - Cooper Sta 17+00 to 20+70 71 Existing Conditions & Removal Plan - Newcastle 72 Proposed Wate rMain Plan & Profile - NEwcastle Sta 0+00 to 3+23 73 Existing Conditions & Removal Plan - Cypress 74 Proposed Water Main Plan & Profile - Cypress Sta 0+00 to 3+76 75 Existing Conditions & Removal Plan - Beverly 76 Proposed Water Main Plan & Profile - Beverly Sta 0+00 to 9+00 77 Proposed Water Main Plan & Profile - Beverly Sta 9+00 to 18+38 78

AREA 2

Overall Plan - Area 2 79 Structure Table 80 Existing COnditions & Removal Plan - Weddel Sta 0+00 to 16+00 81 Existing COnditions & Removal Plan - Weddel Sta 16+00 to 25+13 82 Proposed Water Main Plan & Profile - Weddel Sta 0+00 to 7+50 83 Proposed Water Main Plan & Profile - Weddel Sta 7+50 to 16+00 84

November 9, 2026 00 01 15 - 3 List of Drawing Sheets

Proposed Water Main Plan & Profile - Weddel Sta 16+00 to 25+13 85 Existing Conditions & Removal Plan - Zieglet Sta 0+00 to 16+00 86 Existing Conditions & Removal Plan - Ziegler Sta 16+00 to 25+24 87 Proposed Water Main Plan & Profile - Ziegler Sta 0+00 to 7+50 88 Proposed Water Main Plan & Profile - Ziegler Sta 7+50 to 16+00 89 Proposed Water Main Plan & Profile - Ziegler Sta 16+00 to 22+00 90 Proposed Water Main Plan & Profile - Ziegler Sta 22+00 to 25+24 91 Existing COnditions & Removal Plan - Virginia 92 Proposed Water Main Plan & Profile - Virginia Sta 0+00 to 6+00 93 Proposed Water Main Plan & Profile - Virginia Sta 6+00 to 9+73 94 Existing Conditions & Removal Plan - California 95 Proposed Water Main Plan & Profile - Calfornia Sta 0+00 to 6+00 96 Proposed Water Main Plan & Profile - Calfornia Sta 6+00 to 9+71 97 Existing Conditions & Removal Plan - Leroy 98 Proposed Water Main Plan & Profile - Leroy Sta 0+00 to 7+00 99 Proposed Water Main Plan & Profile - Leroy Sta 7+00 to 11+18 100

AREA 3

Overall Plan - Wick Road 101 Structure Table - Wick Road 102 Existing Conditions & Removal Plan - Wick Sta 0+00 to 16+00 103 Existing Conditions & Removal Plan - Wick Sta 16+00 to 33+00 104 Existing Conditions & Removal Plan - Wick Sta 0+00 to 16+00 105 Existing Conditions & Removal Plan - Wick Sta 0+00 to 16+00 106 Existing Conditions & Removal Plan - Wick And Pardee 107 Existing Conditions & Removal Plan - Wick PZA 0+00 to 10+33 108 Proposed Water Main Plan & Profile - Wick Sta 0+00 to 8+00 109 Proposed Water Main Plan & Profile - Wick Sta 8+00 to 16+00 110 Proposed Water Main Plan & Profile - Wick Sta 16+00 to 24+00 111 Proposed Water Main Plan & Profile - Wick Sta 24+00 to 33+00 112 Proposed Water Main Plan & Profile - Wick Sta 33+00 to 35+97.4 113 Proposed Water Main Plan & Profile - Wick Sta 0+00 to 8+00 114 Proposed Water Main Plan & Profile - Wick Sta 8+00 to 10+79 115 Proposed Water Main Plan & Profile - Wick PZA 0+00 to 3+77.5 116 Proposed Water Main Plan & Profile - Wick PZA 3+77 to 10+38 117 Proposed Water Main Plan & Profile - Wick Xing 1 118 Proposed Water Main Plan & Profile - Wick Xing 2 119 Proposed Water Main Plan & Profile - Wick Xing 3 120 Proposed Water Main Plan & Profile - Wick Xing 4 121

Area 4 Overall Plan - Mary Street 122 Overall Plan - Haskell Street 123 Structure Table - Mary & Haskell Streets 124 Existing Conditions & Removal Plan Wilkie Sta 0+00 to 7+00 125 Proposed Water Main Plan & Profile - Wilkie Sta 0+00 to 7+00 126 Existing Conditions & Removal Plan - Mary Sta 7+00 to 20+00 127 Existing Conditions & Removal Plan - Mary Sta 20+00 to 36+00 128

November 9, 2026 00 01 15 - 4 List of Drawing Sheets

Existing Conditions & Removal Plan - Mary Sta 36+00 to 46+87 129 Proposed Water Main Plan & Profile - Mary Sta 7+00 to 14+00 130 Proposed Water Main Plan & Profile - Mary Sta 14+00 to 20+00 131 Proposed Water Main Plan & Profile - Mary Sta 20+00 to 28+00 132 Proposed Water Main Plan & Profile - Mary Sta 28+00 to 36+00 133 Proposed Water Main Plan & Profile - Mary Sta 36+00 to 41+00 134 Proposed Water Main Plan & Profile - Mary Sta 41+00 to 46+86+00 135 Proposed Water Main Plan & Profile - Westlake 136 Existing Conditions & Removal Plan - Haskell Sta 0+00 to 16+00 137 Existing Conditions & Removal Plan Haskell Sta 16+00 to 23+47 138 Proposed Water Main Plan & Profile - Haskell Sta 0+00 to 8+00 139 Proposed Water Main Plan & Profile - Haskell Sta 8+00 to 16+00 140 Proposed Water Main Plan & Profile - Haskell Sta 16+00 to 23+47 141 Maintenance of Traffic - Detour 142 Maintenance of Traffic - MOT Concept 143 MDOT Details - MAry and Haskell 144

Detail Sheets HDPE Water Main Details 145 Pavement Sections 146 Wayne County Details 147 Wayne County Details 148 MDOT Details 149 Soil Erosion and Sedimentation and Control Details (SE-1) 150 Paving Details (PD-2) 151 Standard Water Main Details (WM-1) 152 Standard Water Main Details (WM-2) 153

November 9, 2026 00 11 13 - 1 Advertisement for Bids

SECTION 00 11 13

ADVERTISEMENT FOR BIDS

2025 Taylor Water Main Rehabilitation Design City of Taylor has implemented online project bidding using OpenGov . Only electronic bids submitted through www.opengov.com will be accepted for this project.

Sealed Bids will be received by the City of Taylor through OpenGov until 10:00 A.M., Local Time, 12-15- 2026. Shortly after the bid closing time a bid tabulation will be prepared and posted online.

Sealed Bids can also be received by City of Taylor at the Clerk's Office, 23555 Goddard, Taylor, Michigan, 48180, until 10:00 A.M., Local Time, 12-15-2026, at which time and place said Bids will be opened and publicly read aloud.

Bids will be received for the following Work:

This project includes the installation of approximately 49,600 LF of HDPE water main with sizes ranging from 8" to 16", 670 water services, 78 gate valves, 74 hydrants, and associated pavement repairs. The proposed work on Mary and Haskell Street must have final completion on or before Labor Day (Monday September 6, 2027) in order to allow for paving those streets before the end of the construction season through a separate contract. The proposed work on Wick Road will be completed on or before Friday November 10, 2027. This road is on schedule to be paved through the MDOT LAP program in 2028. The remaining work will be completed on or before Friday November 15, 2028..

Contract Documents may be examined at the following locations:

Contract Documents for bidding purposes are only available from Opengov starting on November 10, 2026. Contract Documents can be viewed and downloaded by registering with Opengov online (www.opengov.com).

A. Bids will be received electronically throught Opengov as outlined in Section 00 21 13 - Instruction to Bidders.

Each Bid will be accompanied by a bid bond, in the amount of at least five (5) percent of the amount bid, drawn payable to City of Taylor as security for the proper execution of the Agreement.

City of Taylor reserves the right to accept or reject any or all bids and to waive any informality in any bids should it consider same to be in its best interest.

The City of Taylor further reserves the right to waive defects in proposals, to enter into negotiations with any applicant, to re-solicit for proposals and to conduct an application evaluation review with any and all applicants. The City will not be responsible for any costs or fees associated with the preparation of a response to this request for proposals and/or qualifications.

The City of Taylor reserves the right to award 1, 2, 3, 4 or any combination thereof of all areas identified in this Proposal.

Bids may not be withdrawn for the period of 90 days after date of receiving bids.

Inquiries will be directed to Ben Clayton, Purchasing Director; contat information as provided in the "Invitatino to Bid".

Questions will be received until 12-04-2026 at 10:00 AM. No further questions will be answered after this date and time.

November 9, 2026 00 11 13 - 2 Advertisement for Bids

November 9, 2026 00 21 13 - 1 Instructions to Bidders

SECTION 00 21 13

INSTRUCTIONS TO BIDDERS

PART 1 GENERAL

1.01 DEFINED TERMS

A. Terms used in these Instructions to Bidders have the meanings assigned to them in the General Conditions.

B. The term "Bidder" means one who submits a Bid to Owner as distinct from a subbidder who submits a Bid to a Bidder.

C. The term "Successful Bidder" means the lowest, qualified, responsible Bidder to whom the Owner makes an award.

D. The term "Owner" means City of Taylor, 23555 Goddard Rd, a Municipal Corporation and being a party of the first part of this Contract.

E. The term “Engineer” means Wade Trim, 25251 Northline Rd, Taylor, MI 48180, or a duly authorized representative.

1.02 BIDDERS QUALIFICATIONS

A. No Bid will be considered from any Bidder unless known to be skilled and regularly engaged in work of a character similar to that covered by the Contract Documents. In order to aid the Owner in determining the responsibility of any Bidder, the Bidder, within 48 hours after being requested in writing by the Owner to do so, must furnish evidence, satisfactory to the Owner, of the Bidder's experience and familiarity with Work of the character specified, and Bidder's financial ability to properly prosecute the proposed Work to completion within the specified time. The evidence requested may include the following:

1. Address and description of the Bidder's plant or permanent place of business.

2. Bidder's performance records for all Work awarded to or started by Bidder within the past three years.

3. An itemized list of the Bidder's equipment available for use on the proposed Contract.

4. Bidder's financial statement, including statement of ownership of equipment necessary to be used in executing Work under Contract.

5. Evidence that the Bidder is authorized to do business in the state in which the project is located, in case of a corporation organized under the laws of any other state; and,

6. Such additional information as will satisfy the Owner that the Bidder is adequately prepared to fulfill the Contract.

1.03 EXAMINATION OF CONTRACT DOCUMENTS AND SITE

A. It is the responsibility of each Bidder before submitting a Bid, to:

1. Examine the Contract Documents thoroughly,

2. Visit the site to familiarize himself with local conditions that may in any manner affect cost, progress or performance of the Work, November 9, 2026 00 21 13 - 2 Instructions to Bidders

3. Consider federal, state, and local Laws and Regulations that may affect cost, progress, performance, or furnishing of the Work; and

4. Study and carefully correlate Bidder's knowledge and observations with the Contract Documents and such other related data; and

5. Promptly notify the Engineer in writing of conflicts, errors, ambiguities or discrepancies which Bidder has discovered in or between Contract Documents and such related documents.

6. Purchase official Procurement Documents from the Engineer in order to be included on the project Plan Holder List and be considered eligible for bidding.

B. Reference is made to the Supplementary Conditions for the identification of those reports of investigations and tests of subsurface and latent physical conditions at the site or otherwise affecting cost, progress or performance of the Work which have been relied upon by the Engineer in preparing the Contract Documents.

1. If such reports are not included as appendices to the Contract Documents, the Owner will make copies available to any Bidder requesting them. These reports are included for reference only and are not guaranteed as to accuracy or completeness, nor are they part of the Contract Documents.

2. Bidder may rely upon the general accuracy of the “technical data” contained in such reports but not upon other data, interpretations, opinions or information contained in such reports or otherwise relating to the subsurface conditions at the site, nor upon the completeness thereof for bidding or construction purposes.

3. Before submitting their Bid each Bidder will, at Bidder's own expense, make such additional investigations and tests as the Bidder may deem necessary to determine Bidder's Bid for performance of the Work in accordance with the time, price and other terms and conditions of the Contract Documents.

C. On request, the Owner will provide each Bidder access to the site to conduct such investigations and tests as each Bidder deems necessary for submission of their Bid. Bidder must fill all holes and clean up and restore the site to its former conditions upon completion of such investigations and tests.

D. The lands upon which the Work is to be performed, rights-of-way for access thereto and other lands designated for use by the Contractor in performing the Work are identified in Section 01 11 00 - Summary of Work, or on the Plans.

E. The locations of utilities as shown on the Plans are taken from sources believed to be reliable.

Neither the Owner nor the Engineer will be responsible for any omissions of, or variations from, the indicated location of existing utilities which may be encountered in the Work.

1. The submission of a Bid will constitute an incontrovertible representation by the Bidder that the Bidder has complied with every requirement of this Article, that without exception the Bid is based upon performing and furnishing the Work required by the Contract Documents and applying the specific means, methods, techniques, sequences or procedures of construction (if any) that may be shown, indicated or required by the Contract Documents, that Bidder has given the Engineer written notice of all conflicts, errors, ambiguities and discrepancies that Bidder has discovered in Contract Documents and the resolution by the

November 9, 2026 00 21 13 - 3 Instructions to Bidders

Engineer is acceptable to Bidder, and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performing and furnishing the Work, and that the time stated in the Proposal is sufficient to complete the project.

1.04 INTERPRETATIONS AND ADDENDA

A. Should any prospective bidder find discrepancies in, or omissions from the Plans, Specifications or other parts of the Contract Documents, the prospective bidder may submit a written request to the Engineer for an interpretation thereof. The person submitting the request will be held responsible for its prompt delivery at least seven (7) days prior to the date for opening of Bids. Questions received less than seven (7) days prior to the date for opening of bids will not be answered. Any interpretation of inquiry will be made by Addendum duly issued to all prospective bidders.

B. Any change in or addition to the Contract Documents deemed necessary by the Owner must be made in the form of an Addendum issued to all prospective bidders who have taken out Contract Documents and all such Addenda will become a part of the Contract Documents as though same were incorporated into same originally. Oral explanations and information do not constitute official notification and are not binding.

1.05 BID SECURITY

A. Bid Security must be made payable to the Owner, in an amount of five (5) percent of the Bidder's maximum Bid price, as indicated in Section 00 11 13 - Advertisement for Bids. Bid Bonds, if indicated as acceptable in Section 00 11 13, will be issued on the form included in the Contract Documents by a Surety meeting the requirements of paragraph 5.01 of Section 00 72 00 - General Conditions.

B. Bid Security of the Successful Bidder will be retained until such Bidder has executed Section 00 52 00 - Agreement and furnished the required Contract Security, whereupon it will be returned; if the Successful Bidder fails to execute and deliver the Agreement and furnish the required Contract Security within 15 days of the Notice of Award, the Owner may annul the Notice of Award and the Bid Security of that Bidder will be forfeited.

C. Bid Security of any Bidder whom the Owner believes to have a reasonable chance of receiving the award may be retained by the Owner until the earliest of the seventh day after the "Effective Date of Agreement" (which term is defined in the General Conditions) or the expiration of the hold period on the Bids. Bid Security of other Bidders will be returned within 14 days of the Bid opening, unless indicated otherwise in the Advertisement.

1.06 CONTRACT TIME

A. The number of days within which, or the date by which, the Work is to be Substantially Completed, if applicable, and also completed and ready for final payment (the Contract Time) are set forth in the Agreement.

1.07 SUBSTITUTE AND “OR-EQUAL” ITEMS

A. The Contract, if awarded, will be on the basis of materials and equipment described in the Plans or specified in the Specifications without consideration of possible substitute or “or-equal” items.

November 9, 2026 00 21 13 - 4 Instructions to Bidders

B. Whenever it is indicated in the Plans or specified in the Specifications that a substitute or an “or-equal” item of material or equipment may be furnished or used by the Contractor if acceptable to the Engineer, application for such acceptance will not be considered by the Engineer until after the effective date of the Agreement.

C. In addition, in no case will the Engineer’s denial of the Contractor’s application give rise to any claim for additional cost, it being understood by the Contractor that acceptance of substitute or an “or equal” item of material is at the sole discretion of the Engineer.

1.08 RECEIPT AND FORM OF BID

A. Bids must be submitted at the time and place indicated in the Advertisement for Bids and must be accompanied by the Bid Security and other required documents.

1. Bids must be submitted electronically as specified herein.

B. Bids received after the scheduled time and place indicated in the Advertisement for Bids will be returned unopened.

C. Owner invites bids on the Proposal and any other form(s) attached thereto.

D. The complete set of Contract Documents must be used in preparing Bids; neither the Owner nor the Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of Contract Documents.

E. Bidder must acknowledge of receipt of Addenda as provided for in the electronic bidding platform. Failure to acknowledge Addenda will be cause for rejection of bid.

F. The Legal Status of Bidder Form, located in Section 00 43 45 - Legal Status of Bidder, must be submitted with each Bid and must clearly state the legal position of a Bidder. In the case of a corporation, the home address, name and title of all officers must be given. In the case of a partnership, show names and home addresses of all partners. If an individual, so state. Any individual bid not signed by the individual must have attached, thereto, a power of attorney evidencing authority to sign.

G. Other documents to be attached to the Proposal and made a condition thereof are identified in the Proposal.

H. A tabulation of the amounts of the base bids and any alternates will be made available after the opening of Bids.

I. To obtain Contract Documents and submit a Bid, Bidders:

1. Must proceed to the Wade Trim website at www.wadetrim.com/Resources and download the Contract Documents.

1.09 MODIFICATIONS AND WITHDRAWAL OF BIDS

A. Bids may be modified or withdrawn by an appropriate document duly executed (in the manner that a Bid must be executed) and delivered to the place where Bids are to be submitted at any time prior to the opening of Bids.

B. If, within 24 hours after Bids are opened, any Bidder files a duly signed written notice with the Owner and promptly thereafter demonstrates to the reasonable satisfaction of the Owner that

November 9, 2026 00 21 13 - 5 Instructions to Bidders there was a material and substantial mistake in the preparation of their Bid, that Bidder may withdraw their Bid and the Bid Security will be returned.

1. Thereafter, at the sole option of the Owner, that Bidder will be disqualified from further Bidding on the Work to be provided under the Contract Documents.

1.10 AWARD OF CONTRACT

A. Owner reserves the right to reject any and all Bids for any reason, to waive any and all informalities not involving price, time, or changes in the Work and to negotiate contract terms with the Successful Bidder, and the right to disregard all nonconforming, non-responsive, unbalanced, or conditional Bids.

B. Discrepancies between words and figures will be resolved in favor of words. Discrepancies in the multiplication of units of work and unit prices, will be resolved in favor of unit price.

C. Discrepancies between the indicated sum of any column of figures and the correct sum thereof will be resolved in favor of the correct sum.

D. In evaluating Bids, the Owner will consider the qualifications of the Bidders, whether or not the Bids comply with the prescribed requirements, and such alternates, unit prices and other data if requested in the Bid forms. It is the Owner's intent to accept alternates (if any are accepted) in the order in which they are listed in the Bid form but the Owner may accept them in any order or combination.

E. Subject to the approval of the Owner, the Contract will be awarded to the lowest responsive and responsible Bidder. Responsibility of Bidder will be determined on basis of past performance and Work of similar character, equipment and labor available to do the Work and financial status.

F. The Contract will be considered to have been awarded after the approval of the Owner has been duly obtained and a formal Notice of Award duly served on the Successful Bidder by the Owner.

G. If the Contract is to be awarded, the Owner will give the Successful Bidder a Notice of Award within 90 days after the day of the Bid opening, unless such other time is specified in the Advertisement for Bids.

H. The Contract will not be binding upon the Owner until the Agreement has been duly executed by the Bidder and the duly authorized officials of the Owner.

1.11 SIGNING OF AGREEMENT

A. Within fifteen (15) days after the Owner gives a Notice of Award to the Successful Bidder, the Contractor must sign and deliver the specified number of counterparts of the Agreement to the Owner with all other Contract Documents attached.

B. Within ten (10) thereafter, the Owner will deliver two (2) fully signed counterparts to the Contractor. Engineer will identify, date or correct those portions of the Contract Documents not fully signed, dated or executed by the Owner and the Contractor and such identification, dating or correction will be binding on all parties.

PART 2 PRODUCTS (NOT USED)

November 9, 2026 00 21 13 - 6 Instructions to Bidders

PART 3 EXECUTION (NOT USED)

November 9, 2026 00 42 43 - 1 Proposal

SECTION 00 42 43

PROPOSAL

Owner: City of Taylor

Project: 2025 Taylor Water Main Rehabilitation Design

Project Location: Mary Street and Wilkie from Wick Rd to Telegraph and Haskell Street from Westlake St to Telegraph

BIDDER INFORMATION

Bidder Name:________________________________________________________________________

By (Printed Name):____________________________________________________________________

Signature:___________________________________________________________________________

Address:____________________________________________________________________________

Phone No:___________________________________________________________________________

Email:______________________________________________________________________________

Bidder proposes and agrees, if their Bid is accepted, to enter into an Agreement with the City of Taylor in the form included in the Contract Documents to complete all Work as specified or indicated in the Contract Documents for the Contract Price and within the Contract Time indicated in the Agreement, and in accordance with the Contract Documents.

In submitting their Bid, Bidder represents, as more fully set forth in the Agreement, that:

Bidder has examined copies of Contract Documents, (consisting of Plans dated Ready for Bidders date and Project Manual dated Ready for Bidders date) which Bidder understands and accepts as sufficient for the purpose, including any and all Addenda officially issued, the receipt of which has been acknowledged.

A. Addendum _______ Acknowledged by: Date:

B. Addendum _______ Acknowledged by: Date:

C. Addendum _______ Acknowledged by: Date:

Bidder has examined the surface and subsurface conditions where the Work is to be performed, the legal requirements and local conditions affecting cost, progress, furnishing or performance of the Work, and has made such independent investigations as Bidder deems necessary.

Bidder, by submitting a Bid, agrees that their Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or corporation 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 person, firm or a corporation to refrain from bidding; and Bidder has not sought by collusion to obtain for himself any advantage over any other Bidder or over the City of Taylor.

Bidder agrees to complete the Work, in accordance with the Contract Documents, for the following Contract Price:

Area 4

Item

Description

Quantity

Unit

Unit Price

Amount 1 Mobilization 1 LS $___________ $___________

2 Traffic Maintenance and Control 1 LS $___________ $___________

November 9, 2026 00 42 43 - 2 Proposal

3 Audio Video Route Survey 1 LS $___________ $___________

4 Inspector Days _________ Days $ 1,000 $___________ 5 Minor Traffic Devices 1 LS $___________ $___________

6 Concrete Pavement, Remove 400 SYD $___________ $___________

7, 8 Concrete Drive and Sidewalk, Remove 175 SF $___________ $___________

9 Bituminous Pavement, Remove 550 SY $___________ $___________

10 Concrete Curb and Gutter, Remove 100 LF $___________ $___________

11 Fire Hydrant, Remove 6 EACH $___________ $___________

12 Gate Valve and Well.

Remove 4 EACH $___________ $___________

13 Sign, Salvage 1 EACH $___________ $___________ 14 Inlet Filter 75 EACH $___________ $___________ 15 Check Dam 80 EACH $___________ $___________ 16 Adjust Structure 1 EACH $___________ $___________

17 Water Main, 8-Inch, HDPE, Directional Drill 6,300 LF $___________ $___________

Water Main, 8-Inch, HDPE, Pipe Burst Ex 6- Inch

80 LF $___________ $___________

Water Main, 8-Inch, HDPE, Pipe Bursting Ex 8-Inch

660 LF $___________ $___________

20 Gate Valve and Well, 8- Inch 13 EACH $___________ $___________

21 Water Main, Abandon with Flowable Fill 32 CY $___________ $___________

22 Water Service, HDPE, 1- Inch, Long 73 EACH $___________ $___________

23 Water Service, HDPE, 1- Inch, Short 49 EACH $___________ $___________

24 Curb Stop and Box, 1- Inch 122 EACH $___________ $___________

25 Water Service, HDPE, 2- Inch, Long 2 EACH $___________ $___________

26 Curb Stop and Box, 2- Inch 2 EACH $___________ $___________

Water Service (Beyond Property Line), HDPE, 1- Inch, Directional Drilled

350 LF $___________ $___________

27A Water Service from Property Line to Meter, K Copper, 1-Inch

15 EACH $___________ $___________

November 9, 2026 00 42 43 - 3 Proposal

Directional Bored

27B Water Service, Connection to Water Meter

15 EACH $___________ $___________

28 Fire Hydrant Assembly 17 EACH $___________ $___________

Connection to Ex 8 Inch Water Main w/ 8"x8" Tee and Cutting in Sleeve

2 EACH $___________ $___________

Connection to Ex 8 Inch Water Main W/ 8-Inch MJ Sleeve

2 EACH $___________ $___________

Connection to Ex 12-Inch Water Main w/ 12"x8" Tee and Cutting in Sleeve

1 EACH $___________ $___________

32 Sanitary Sewer Pre- Construction TV 52 EACH $___________ $___________

33 Sanitary Sewer Post- Construction TV 52 EACH $___________ $___________

34 Aggregate Base Course, 21 AA 475 TON $___________ $___________

35 Concrete Pavement, 7- Inch 300 SYD $___________ $___________

36 Concrete Pavement, 9- Inch 75 SY $___________ $___________

37 Curb and gutter, Concrete 95 LF $___________ $___________

Concrete Sidewalk Ramp, ADA, 6-Inch With 6-Inch Subbase

160 SF $___________ $___________

39 Bituminous Wearing Course, 5E1 20 TON $___________ $___________

40 Bituminous Leveling Course, 4E1 20 TON $___________ $___________

Restoration w/3" Topsoil, Seed, Fertilizer, and Mulch

15,500 SYD $___________ $___________

42 Maintenance Aggregate 6 CY $___________ $___________ 43 Permit Allowance 1 LS $___________ $___________ 44 Exploratory Excavation 20 EACH $___________ $___________ 45 Irrigation Allowance 1 LS $___________ $___________

Total Contract Price for Area 4 (Items 1 through 45) $_____________________________________ Area 1

November 9, 2026 00 42 43 - 4 Proposal

201 Mobilization 1 LS $___________ $___________

202 Traffic Maintenance and Control 1 LS $___________ $___________

203 Audio Video Route Survey 1 LS $___________ $___________

204 Inspector Days __________ Days $ 1,000 $___________ 205 Minor Traffic Devices 1 LS $___________ $___________

206 Concrete Pavement, Remove 675 SYD $___________ $___________

206A Earth Excavation 10 CYD $___________ $___________

207, 208 Concrete Drive and Sidewalk, Remove 44,000 SF $___________ $___________

209 Bituminous Pavement, Remove 850 SY $___________ $___________

210 Curb and Gutter, Remove 200 LF $___________ $___________ 211 Storm Sewer, Remove 900 LF $___________ $___________ 212 Catch Basin, Remove 15 EACH $___________ $___________ 213 Fire Hydrant, Remove 31 EACH $___________ $___________

214 Gate Valve and Well, Remove 34 EACH $___________ $___________

215 Inlet Filter 500 EACH $___________ $___________ 215A Check Dam EACH $___________ $___________ 216 Adjust Structure 3 EACH $___________ $___________ 217 Water Main, 8-Inch, HDPE SDR11, Directional Drill

3,000 LF $___________ $___________

Water Main, 8-Inch, HDPE SDR11, Pipe Burst Ex 6-Inch

14,750 LF $___________ $___________

Water Main, 8-Inch, HDPE SDR11, Pipe Bursting Ex 8-Inch

10,250 LF $___________ $___________

219A Water Main, 16-Inch, HDPE SDR11, Pipe Burst Ex 16-Inch

150 LF $___________ $___________

219B Water Main, Abandon w/ Flowable Fill 10 CY $___________ $___________

220 Gate Valve and Well, 8- Inch 58 EACH $___________ $___________

220A Gate Valve and Well, 16- Inch 3 EACH $___________ $___________

221 Steel Casing Pipe, 12- Inch 20 LF $___________ $___________

222 Water Service, HDPE, 1- Inch, Long 240 EACH $___________ $___________

223 Water Service, HDPE, 1- Inch, Short 285 EACH $___________ $___________

November 9, 2026 00 42 43 - 5 Proposal

224 Curb Stop and Box, 1- Inch 525 EACH $___________ $___________

225 Water Service, HDPE, 2- Inch, Long 1 EACH $___________ $___________

226 Curb Stop and Box, 2- Inch 2 EACH $___________ $___________

226A Water Service (Beyond Property Line), HDPE, 1- Inch, Directional Drilled

1,200 LF $___________ $___________

226B

Water Service from Property Line to Meter, K Copper, 1-Inch Directional Bored

15 EACH $___________ $___________

226C Water Service, Connection to Water Meter

15 EACH $___________ $___________

227 Fire Hydrant Assembly 51 EACH $___________ $___________

Connection to Ex 6- Inch Water Main w/ 8"x6" Reducer

2 EACH $___________ $___________

229 Connection to Ex 8-Inch Water Main w/8”x8” Tee 4 EACH $___________ $___________

230 Connection to Ex 8-Inch Water Main w/ 16"x8" Tee 1 EACH $___________ $___________

Connection to Ex 12-Inch Water Main w/ 12"x8" Tee and Cutting in Sleeve

6 EACH $___________ $___________

Connection to Ex 8” Water Main w/ 8” MJ Sleeve

2 EACH $___________ $___________

233 Sanitary Sewer Pre- Construction TV 63 EACH $___________ $___________

234 Sanitary Sewer Post- Construction TV 63 EACH $___________ $___________

234A 12-Inch Storm Sewer 800 LF $___________ $___________ 234B 15-Inch Storm Sewer 250 LF $___________ $___________ 234C 30-Inch Storm Sewer 20 LF $___________ $___________

235 Aggregate Base Course, 21AA 725 TON $___________ $___________

236 Concrete Pavement, 7- Inch 750 SYD $___________ $___________

236A Concrete Pavement, 9- Inch 350 SY $___________ $___________

236B Concrete Pavement, 10- Inch 100 SY $___________ $___________

236C Concrete Pavement w/ Integral Curb, 9-Inch 300 SY $___________ $___________

November 9, 2026 00 42 43 - 6 Proposal

236D Concrete Pavement w/ Integral Curb, 10-Inch 125

SY

236E Concrete Drive, 6-Inch 4000 SF $___________ $___________

236F Concrete Pavement W/ Integral Curb, 7-Inch 600 SY $___________ $___________

237 Curb and gutter, Concrete600 LF $___________ $___________

238 Bituminous Wearing Course, 5E1 100 TON $___________ $___________

239 Bituminous Leveling Course, 4E1 100 TON $___________ $___________

Restoration w/3" Topsoil, Seed, Fertilizer, and Mulch

81,000 SYD $___________ $___________

241 Maintenance Aggregate 40 CY $___________ $___________

242 Sidewalk, Concrete, 4- Inch w/ 4-Inch Subbase 41,000 SF $___________ $___________

242A Sidewalk, Concrete Ramp, ADA, 6-Inch 1500 SF $___________ $___________

243 Remove and Replace Sign 11 EACH $___________ $___________

243A Tree Removal, 6-Inch to 18-Inch 1 EACH $___________ $___________

244 Tree Removal, 19-Inch to 36-Inch 1 EACH $___________ $___________

244A Irrigation Allowance 1 LS $___________ $___________ 244B Permit Allowance 1 LS $___________ $___________ 244C Exploratory Excavation 10 EACH $___________ $___________ 245 Guardrail, Remove 10 LF $___________ $___________

Total Contract Price for Area 1 (Items 201 through 245)

Area 2

401 Mobilization 1 LS $___________ $___________

402 Traffic Maintenance and Control 1 LS $___________ $___________

403 Audio Video Route Survey 1 LS $___________ $___________

404 Inspector Days __________ Days $ 1,000 $___________ 405 Minor Traffic Devices 1 LS $___________ $___________

406 Concrete Pavement, Remove 340 SYD $___________ $___________

406A Bituminous Pavement, Remove 50 SYD $___________ $___________

November 9, 2026 00 42 43 - 7 Proposal

407, 408 Concrete Drive and Sidewalk, Remove 10,200 SF $___________ $___________

409 Curb and Gutter, Remove 15 LF $___________ $___________

410 Storm Sewer, Remove 10 LF $___________ $___________ 410A Catch Bain, Remove 1 EACH $___________ $___________ 411 Fire Hydrant, Remove 9 EACH $___________ $___________

412 Gate Valve and Well, Remove 5 EACH $___________ $___________

413 Inlet Filter 51 EACH $___________ $___________ 414 Check Dam 197 EACH $___________ $___________ 415 Water Main, 8-Inch, HDPE SDR11, Directional Drill

2,200 LF $___________ $___________

Water Main, 8-Inch, HDPE SDR11, Pipe Burst Ex 6-Inch

5,000 LF $___________ $___________

Water Main, 8-Inch, HDPE SDR11, Pipe Bursting Ex 8-Inch

925 LF $___________ $___________

418 Water Main, Abandon w/ Flowable Fill 10 CY $___________ $___________

419 Gate Valve and Well, 8- Inch 20 EACH $___________ $___________

420 Water Service, HDPE, 1- Inch, Long 56 EACH $___________ $___________

421 Water Service, HDPE, 1- Inch, Short 56 EACH $___________ $___________

422 Curb Stop and Box, 1- Inch 112 EACH $___________ $___________

423 Water Service, HDPE, 2- Inch, Long 6 EACH $___________ $___________

424 Curb Stop and Box, 2- Inch 10 EACH $___________ $___________

424A

Water Service from Property Line to Meter, K Copper, 1-Inch Directional Bored

15 EACH $___________ $___________

424B Water Service, Connection to Water Meter

15 EACH $___________ $___________

425 Fire Hydrant Assembly 14 EACH $___________ $___________

426 Connection to Ex 6-Inch Water Main w/ 8"x6" Tee 1 EACH $___________ $___________

429 Connection to Ex 8-Inch Water Main w/ 8” Cross 3 EACH $___________ $___________

November 9, 2026 00 42 43 - 8 Proposal

430 Connection to Ex 8” Water Main w/ 8”x8” Tee 1 EACH $___________ $___________

Connection to Ex 12” Water Main w/ 12”x8” Tee

3 EACH $___________ $___________

Connection to Ex 6” Water Main w/ 90Deg bend and 8”x6” Reducer

1 EACH $___________ $___________

12-Inch Storm Sewer, C76, CL IV RCP, Trench B

10 LF $___________ $___________

435 Aggregate Base Course, 21AA 110 TON $___________ $___________

436 Concrete Pavement, 7- Inch 100 SYD $___________ $___________

437 Concrete Pavement w/ Integral Curb, 9-Inch

175 SY $___________ $___________

438 Concrete Drive, 6-Inch 600 SF $___________ $___________

439 Curb and gutter, Concrete 20 LF $___________ $___________

440 Bituminous Wearing Course, 5E1 18 TON $___________ $___________

441 Bituminous Leveling Course, 4E1 18 TON $___________ $___________

Restoration w/3" Topsoil, Seed, Fertilizer, and Mulch

22,100 SYD $___________ $___________

443 Maintenance Aggregate 10 CY $___________ $___________

444 Sidewalk, Concrete, 4- Inch w/ 4-Inch Subbase 9,400 SF $___________ $___________

Concrete Sidewalk Ramp, ADA, 6-Inch w/ 6- Inch Subbase

200 SF $___________ $___________

446 Sanitary Sewer Pre- Construction TV 30 EACH $___________ $___________

446A Irrigation Allowance 1 LS $___________ $___________ 446B Permit Allowance 1 LS $___________ $___________ 446C Exploratory Excavation 10 EACH $___________ $___________

447 Sanitary Sewer Post- Construction TV 30 EACH $___________ $___________

Total Contract Price for Area 2 (Items 401 through 447) $___________________________________ Area 3

November 9, 2026 00 42 43 - 9 Proposal

501 Mobilization 1 LS $___________ $___________

502 Traffic Maintenance and Control 1 LS $___________ $___________

503 Audio Video Route Survey 1 LS $___________ $___________

504 Inspector Days __________ Days $ 1,000 $___________ 505 Minor Traffic Devices 1 LS $___________ $___________

506 Concrete Pavement, Remove 700 SYD $___________ $___________

506A Bituminous Pavement, Remove 900 SYD $___________ $___________

507, 508 Concrete Drive and Sidewalk, Remove 7,000 SF $___________ $___________

509 Curb and Gutter, Remove 125 LF $___________ $___________

510 Fire Hydrant, Remove 7 EACH $___________ $___________

511 Gate Valve and Well, Remove 14 EACH $___________ $___________

512 Inlet Filter 68 EACH $___________ $___________ 513 Check Dam 34 EACH $___________ $___________ 514 Adjust Structure 1 EACH $___________ $___________

Water Main, 8-Inch, HDPE SDR11, Pipe Burst Ex 6-Inch

470 LF $___________ $___________

Water Main, 8-Inch, HDPE SDR11, Pipe Bursting Ex 8-Inch

1,500 LF $___________ $___________

Water Main, 12-Inch, HDPE SDR11, Pipe Bursting Ex 8-Inch

4,500 LF $___________ $___________

Water Main, 12-Inch, HDPE SDR11, Directional Drill

350 LF $___________ $___________

Water Main, 16-Inch, HDPE SDR11, Pipe Burst Ex 16-Inch

150 LF $___________ $___________

520 Water Main, Abandon w/ Flowable Fill 40 CY $___________ $___________

521 Gate Valve and Well, 8- Inch 11 EACH $___________ $___________

522 Gate Valve and Well, 12-Inch 11 EACH $___________ $___________

522A Gate Valve and Well, 16-Inch 1 EACH $___________ $___________

523 Water Service, HDPE, 1- Inch, Long 26 EACH $___________ $___________

November 9, 2026 00 42 43 - 10 Proposal

524 Water Service, HDPE, 1- Inch, Short 32 EACH $___________ $___________

525 Curb Stop and Box, 1- Inch 58 EACH $___________ $___________

526 Water Service, HDPE, 2- Inch, Short 2 EACH $___________ $___________

527 Curb Stop and Box, 2- Inch 2 EACH $___________ $___________

527A

Water Service from Property Line to Meter, K Copper, 1-Inch Directional Bored

15 EACH $___________ $___________

527B Water Service, Connection to Water Meter

15 EACH $___________ $___________

528 Fire Hydrant Assembly 12 EACH $___________ $___________

Connection to Ex 6-Inch Water Main w/ 12”x6” Tee Reducer

7 EACH $___________ $___________

Connection to Ex 8-Inch Water Main w/ 8” MJ Sleeve

5 EACH $___________ $___________

Connection to Ex 8” Water Main w/ 12”x8” Tee

24 EACH $___________ $___________

Connection to Ex 12” Water Main w/ 12”x12” Tee and Cutting in Sleeve

2 EACH $___________ $___________

Connection to Ex 12” Water Main w/ 12” MJ Sleeve

2 EACH $___________ $___________

534A Connection to Ex 16- Inch Water Main w/ 16x12 Tee

1 EACH $___________ $___________

Connection to Ex 16- Inch Water Main w/ 16” MJ Sleeve

2 EACH $___________ $___________

535A Sanitary Sewer Pre- Construction TV 32 EACH $___________ $___________

535B Sanitary Sewer Post- Construction TV 32 EACH $___________ $___________

536 Aggregate Base Course, 21AA 600 TON $___________ $___________

537 Concrete Pavement, 7- Inch 100 SYD $___________ $___________

November 9, 2026 00 42 43 - 11 Proposal

538 Concrete Pavement, 9- Inch 1000 SYD $___________ $___________

539 Concrete Drive, 6-Inch 950 SF $___________ $___________

540 Curb and gutter, Concrete 325 LF $___________ $___________

541 Bituminous Wearing Course, 5E1 215 TON $___________ $___________

542 Bituminous Leveling Course, 4E1 215 TON $___________ $___________

Restoration w/3" Topsoil, Seed, Fertilizer, and Mulch

12,250 SYD $___________ $___________

544 Maintenance Aggregate 10 CY $___________ $___________ 544A Permit Allowance 1 LS $___________ $___________ 544B Irrigation Allowance 1 LS $___________ $___________ 544C Exploratory Excavation 10 EACH $___________ $___________

545 Sidewalk, Concrete, 4- Inch w/ 4-Inch Subbase 4,500 SF $___________ $___________

Concrete Sidewalk Ramp, ADA, 6-Inch w/ 6- Inch Subbase

1,300 SF $___________ $___________

546A Ground Monitoring for Directional Drill 1 LS $___________ $___________

547 Tree Removal, 6-Inch to 18-Inch 4 EACH $___________ $___________

Total Contract Price for Area 3 (Items 501 through 547) $___________________________________ Total Contract Price for all work (Items 1 throught 547) $____________________________________ Bidder, by submitting a Bid, thereby certifies that Bidder or a qualified designated person in Bidder's employ has examined the Contract Documents provided by the City of Taylor for bidding purposes.

Further, they certify that Bidder or Bidder's qualified employee has reviewed the Bidder’s proposed construction methods and finds them compatible with the conditions which Bidder anticipates from the information provided for Bidding.

Bidder, by submitting a Bid, agrees to complete the Work under any job circumstances or field conditions present and/or ascertainable prior to bidding. In addition, Bidder agrees to complete the Work under whatever conditions Bidder may create by Bidder's own sequence of construction, construction methods, or other conditions he may create, at no additional cost to the City of Taylor.

Bidder, by submitting a Bid, declares that Bidder has familiarized them self with the location of the proposed Work and the conditions under which it must be constructed. Also, Bidder has carefully examined the Plans, the Specifications, and the Contract Documents, which Bidder understands and accepts as sufficient for the purpose, and agrees that Bidder will Contract with the City of Taylor to furnish all labor, material, tools, and equipment necessary to do all Work specified and prescribed for the completion of the Project.

Bidder will provide a bid bond, in the amount of at least five (5) percent of the amount Bid, drawn payable to City of Taylor as security for the proper execution of the Agreement.

Bidder, by…