Project Manual (26).pdf
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- Solicitation number
- 2212-046-18
- Issued by
- Montgomery County, Sunray City, Texas
About this file
Fox Runn Section 1 Drainage Improvements & Reclaimed Waterline
This Project Manual is prepared for a drainage improvements and reclaimed waterline installation project in Texas. The project encompasses approximately 7,000 feet of 6-inch and 8-inch reclaimed waterline installation via trenchless construction methods, complete with service connections, steel casing crossings, and associated appurtenances. The scope also includes removal, abandonment, and replacement of approximately 8,000 feet of storm sewer infrastructure with diameters ranging from 24 inches to 78 inches, including manholes, junction boxes, inlets, riprap, and associated drainage structures along the project corridor. Additional work involves traffic control, erosion and sedimentation control, dewatering operations, utility adjustments, roadway and driveway demolition, concrete pavement reconstruction, ADA improvements, subgrade stabilization, and complete site restoration to return the project area to acceptable conditions.
The Project Manual provides detailed specifications, construction standards, and technical requirements necessary for contractors to prepare accurate bids and execute the work in compliance with project specifications and applicable codes. The manual establishes the basis for contract administration, quality assurance, and performance standards throughout the project duration. Contractors should review all sections of the manual, including drawings, specifications, and special provisions, to ensure comprehensive understanding of the project scope and requirements prior to bid submission.
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Text version
SPRING CREEK UTILITY DISTRICT
Of Montgomery County
Contract Documents and Technical Specifications for
FOX RUN SECTION 1 DRAINAGE
IMPROVEMENTS & RECLAIMED WATERLINE
(2212-046-18)
MONTGOMERY COUNTY, TEXAS
July 2026
STAMP
Submitted By:
Construction Management ■ Geographic Information Systems ■ Hydraulics and Hydrology ■ Land Development
Public Works ■ Right-of-Way Acquisition ■ Site Development ■ Subsurface Utility Engineering Surveying ■ Telecommunications ■ Transportation ■ Utility Coordination and Design
4424 W Sam Houston Pkwy N.
Suite 600
Houston, Texas 77041 phone 713.462.3242 fax 713.462.3262 www.cobbfendley.com
7/22/2026
Spring Creek Utility District
Fox Run SEC. 1 Drainage Improvements
& Reclaimed Water Line
TABLE OF CONTENTS
00003-1
00003
NO. OF
SECTION TITLE PAGES
00003 Table of Contents
00020 Notice to Bidders
00100 Instructions to Bidders
00300 Bid Form
00500 Agreement
00610 Performance Bond
00612 Maintenance Bond
00620 Payment Bond
00700 General Conditions
00800 Supplementary Conditions
GENERAL REQUIREMENTS
01110 Summary of Work
01255 Change Order Procedures
01270 Measurement and Payment
01321 Construction Photographs
01410 TPDES Requirements
01450 Contractor’s Quality Control
01452 Inspection Services
01454 Testing Laboratory Services
01570 Storm Water Pollution Prevention Control
01740 Site Restoration
GENERAL REQUIREMENTS & SITE WORK
TS 01 Submittals
TS 02 Construction Schedule
TS 03 Shop Drawings
TS 04 Trench Safety System
TS 05 Control of Ground and Surface Water
TS 07 Hydromulch Seeding
TS 21 Cement Stabilized Sand
TS 24 Pavement Repair and Restoration
TS 34 Furnishing and Installing Waterlines
TS 35 Valves Fire Hydrants and Accessories
TS 36 Disinfection of Water Piping Systems
TS 37 Hydrostatic Testing of Pressure Pipes
TS 54 Augering Pipe and Conduit
TS 60 Mobilization
TS 75 Polypropylene Pipe for Storm Sewer
Appendix A Geotechnical Engineering Report
END OF SECTION
00003-2
NO. OF
SECTION TITLE PAGES
CITY OF HOUSTON REQUIRMENTS
01502 Mobilization
01504 Temporary Facilities and Controls
01506 Diversion Pumping
01554 Traffic Control and Street Signs
01555 Traffic Control and Regulation
01570 Storm Water Pollution Prevention Control
01575 Stabilized Construction Access
01576 Waste Material Disposal
01578 Control of Ground and Surface Water
01740 Site Restoration
02082 Precast Concrete Manholes
02221 Removing Existing Pavements, Structures, Wood, And
Demolition Debris
02222 Abandonment of Sewers
02260 Trench Safety System
02315 Roadway Excavation
02317 Excavation and Backfill for Utilities
02321 Cement Stabilized Sand
02338 Portland Cement Stabilized Subgrade
02502 Steel Pipe and Fittings
02511 Water Lines
02512 Water Tap and Service Line Installation
02513 Wet Connections
02516 Cut, Plug, and Abandonment of Water Lines
02521 Gate Valves
02523 Pressure Reducing Valves
02525 Tapping Sleeves and Valves
02526 Water Meters
02531 Gravity Sanitary Sewers
02534 Sanitary Sewer Service Stubs or Reconnections
02555 Manhole Rehabilitation
02631 Storm Sewers
02632 Cast-In-Place Inlets, Headwalls, and Wingwalls
02633 Precast Concrete Inlets, Headwalls, and Wingwalls
02751 Concrete Paving
02754 Concrete Driveways
02767 Thermoplastic Pavement Markings
02771 Curb, Curb and Gutter, and Headers
02775 Concrete Sidewalks
02912 Tree, Plant, & Hardscape Protection
02921 Hydro Mulch Seeding
02922 Sodding
EXTRA SPECIFICATIONS
TxDOT 7186 – Natural Gas Pipeline
HCFCD 02364 – Filter Dams
NOTICE TO BIDDERS
Sealed proposals for the construction of a waterline extension and drainage improvements, hence referred to as, Fox Run Section 1 Drainage Improvements & Reclaimed Waterline, located along Leichester Dr, Fox Run Blvd, and Legends Run Dr, shall be submitted to the Spring Creek
UD office, 2350 Leichester Dr, Spring, Texas 77386 or via Civcast Online Bidding, until 2:00
P.M., local time, Wednesday, August 5th, 2026, and then publicly opened and read. A NON-
MANDATORY pre-bid conference will be held at the Spring Creek UD office, 2350
Leichester Dr, Spring, Texas 77386 at 2:00 P.M., local time, Wednesday, July 29th, 2026.
Each bid must be accompanied by certified check or bid bond, duly executed, in the amount of five (5%) percent of the bid. Complete bidding documents are available at www.civcastusa.com.
INSTRUCTIONS TO BIDDERS
00100-1
Section 00100
The District may not accept this bid until it has received from the bidder a completed, signed, and notarized TEC Form 1295 complete with a certificate number assigned by the Texas Ethics
Commission (“TEC”), pursuant to Texas Government Code § 2252.908 and the rules promulgated thereunder by the TEC. The undersigned understands that failure to provide said form complete with a certificate number assigned by the TEC will result in a non-conforming bid and will prohibit
Spring Creek Utility District (SCUD) from considering this bid for acceptance.
Pursuant to the rules prescribed by the TEC, the TEC Form 1295 must be completed online through the TEC’s website, assigned a certificate number, printed, signed and notarized, and provided to
SCUD. The TEC Form 1295 may accompany the bid or may be submitted separately but must be provided to SCUD prior to the award of the contract. For purposes of completing the TEC Form
1295, the entity’s name is Spring Creek Utility District; the contract ID number is 2212-046-18; and the description of goods and services is, “Fox Run Section 1 Drainage Improvements & Waterline”
Neither the District nor its consultants have the ability to verify the information included in a TEC
Form 1295, and neither have an obligation nor undertake responsibility for advising any bidder with respect to the proper completion of the TEC Form 1295.
Refer to 00590 – Ethics Certification Form 1295 for completion.
1. DEFINITIONS
A. Terms used in these Instructions to Bidders which are defined in the Standard General
Conditions of the Construction Contract (General Conditions) have the meanings assigned to them in the General Conditions. Other terms used in the Bidding Documents and not defined elsewhere have the following meanings, which are applicable to both the singular and plural thereof:
1. Bidder: One who submits a bid directly to the Owner.
2. Successful Bidder: The most qualified, responsible and responsive bidder to whom the Owner makes an award.
3. Bidding Documents: The Notice to Bidders, Instructions to Bidders, Supplementary Conditions to General Conditions, Special Conditions
(Underground Utilities), Special Conditions to the Agreement, Proposal and the
Proposed Contract Documents (including Addenda issued prior to receipt of
Bids).
2. PREPARATION OF BIDS
A. Complete sets of bidding documents must be used in preparing bids. Neither the Owner nor Engineer assumes any responsibility for errors or misinterpretations resulting from the use of incomplete sets of bidding documents. Copies of bidding documents are made available only for the purpose of obtaining bids on the work and do not confer a license or grant for any other use.
00100-2
3. QUALIFICATIONS OF BIDDERS
A. Each bidder must submit with the bid a Financial and Experience Statement. The statement shall be filed with the proposal in a separate sealed envelope marked "Financial and Experience Statement".
B. Financial statements from the three most qualified bidders will be retained by the Owner until award of the contract. NO FINANCIAL STATEMENT WILL BE READ ALOUD
AT THE BID OPENING. Upon award of the contract, the statements of all unsuccessful bidders will be returned.
C. Additional written evidence of qualifications, such as financial data, previous experience, present commitments, and other such data as may be called for by the OWNER.
D. Bidder must submit 3 References of similar size projects located in Montgomery County or in TxDOT right-of-way.
4. EXAMINATION OF CONTRACT DOCUMENTS AND SITE
A. It is the responsibility of each Bidder before submitting a Bid to (a) examine the Contract
Documents thoroughly, (b) visit the site to become familiar with local conditions that may affect cost, progress, performance, or furnishing of the Work, (c) consider federal, state and local Laws and Regulations that may affect cost, progress, performance or furnishing of the Work, (d) study and carefully correlate Bidder’s observations with the Contract
Documents, and (e) notify ENGINEER of all conflicts, errors, or discrepancies in the
Contract Documents discovered by the Bidder.
B. Information and data reflected in the Contract Documents with respect to Underground
Facilities at or contiguous to the site is based upon information and data furnished to
OWNER and ENGINEER by owners of such Underground Facilities or others, and
OWNER does not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Supplementary Conditions.
C. Provisions concerning responsibilities for the adequacy of data furnished to prospective
Bidders on subsurface conditions, underground facilities, and other physical conditions, and possible changes in the Contract Documents due to differing conditions appear in
Paragraphs 5.03, 5.04, and 5.05 of the General Conditions.
D. Before submitting a Bid, each Bidder will, at Bidder’s own expense, make or obtain any additional examinations, investigations, explorations, tests, and studies, and obtain any additional information and data which pertain to the physical conditions (surface, subsurface, and Underground Facilities) at or contiguous to the site or otherwise which may affect cost, progress, performance, or furnishing of the Work, and which Bidder deems necessary to determine its Bid for performing and furnishing the Work in accordance with the time, price, and other terms and conditions of the Contract
Documents.
E. On request in advance, OWNER will provide each Bidder access to the site to conduct such explorations and tests as each Bidder deems necessary for submission of a Bid.
00100-3
Bidder shall clean up and restore the site to its former condition upon completion of such explorations.
F. Failure to perform such investigations during the Bid period shall not relieve Bidder from responsibility for investigations, interpretations and proper use of available information in preparation of Bidder’s proposal.
G. The lands upon which the Work is to be performed, rights-of-way, and easements for access thereto and other lands designated for use by CONTRACTOR in performing the
Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by CONTRACTOR. Easements for permanent structures or permanent changes in existing structures are to be obtained and paid for by OWNER unless otherwise provided in the Contract Documents.
H. The submission of a Bid will constitute an incontrovertible representation by Bidder that
Bidder has complied with every requirement of this Article 4, that without exception the
Bid is premised upon performing and furnishing the Work required by the Contract
Documents and such means, methods, techniques, sequences, or procedures of construction as may be indicated in or required by the Contract Documents, and that the
Contract Documents are sufficient in scope and detail to indicate and convey understanding of all terms and conditions for performance and furnishing of the Work.
5. INTERPRETATION OF DOCUMENTS AND ADDENDA
A. All questions about the meaning or intent of the Contract Documents must be submitted to the Engineer in writing at least ten (10) days prior to the opening of bids.
Interpretations or clarifications considered necessary by ENGINEER in response to such questions will be issued by Addenda at least 48 hours prior to Bid Opening.
B. Any interpretation of the Contract Documents will be made only by Addendum duly issued, and a copy of such addendum will be made available to each prospective bidder recorded by ENGINEER as having received a set of Contract Documents. Each Bidder is responsible for obtaining Addenda. Only questions answered by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect.
C. Addenda may also be issued to modify the Contract Documents as deemed advisable by
OWNER and ENGINEER.
6. BID SECURITY
A. Each Bid shall be accompanied by Bid security made payable to OWNER in an amount of five percent of the Bidder’s maximum Bid price and in the form of a bid bond, cashier’s check, or certified check. Bid Bond shall have a “B+” rating from Best's Key
Rating Guide, and shall be duly authorized by the State of Texas to execute Bid Security.
B. The Bid security of the Successful Bidder will be retained until such Bidder has executed the
Agreement and furnished the required contract security, whereupon the Bid security will be returned. If the Successful Bidder fails to execute and deliver the Agreement and furnish the
00100-4 required contract security with 15 calendar days after the Notice of Award, OWNER may annul the Notice of Award and the Bid security of that Bidder will be forfeited. The Bid security of other Bidders whom OWNER believes to have a reasonable chance of receiving the award may be retained by OWNER until the earlier of the seventh day after the Effective Date of the
Agreement or the forty-sixth day after the Bid opening, whereupon Bid security furnished by such Bidders will be returned. Bid security with Bids which are not competitive will be returned within 7 days after the Bid opening.
7. CONTRACT TIME
A. The number of days within which, or the dates by which, the Work is to be substantially completed and also completed and ready for final payment (the Contract Time) are set forth in the Agreement.
8. LIQUIDATED DAMAGES
A. Provisions for liquidated damages, if any, are set forth in the Agreement.
9. SUBSTITUTE OR "OR EQUAL" ITEMS
A. The Contract, if awarded, will be on the basis of materials and equipment described in the
DRAWINGS or specified in the Specifications without consideration of possible substitute or “or equal” items. Whenever it is indicated in the Drawings or specified in the Specifications that a substitute or “or equal” item of material or equipment may be furnished or used by CONTRACTOR if acceptable to ENGINEER, application for such acceptance will not be considered by ENGINEER until after the Effective Date of the
Agreement. The procedure for submission of any such application by CONTRACTOR and consideration by ENGINEER is set forth in Paragraph 6.05 of the General Conditions and may be supplemented in the General Requirements (Division 1).
10. SUBCONTRACTORS, SUPPLIERS AND OTHERS
A. If the Supplementary Conditions require the identity of certain Subcontractors, Suppliers, and other person and organizations (including those who are to furnish the principal items of material and equipment) to be submitted to OWNER in advance of the specified date prior to the Effective Date of the Agreement, the apparent Successful Bidder, and any other Bidder so requested, shall within 7 days after the Bid opening, submit to OWNER a list of all such Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work for which such identification is required. Such list shall be accompanied by an experience statement with pertinent information regarding similar projects and other evidence of qualification for each such Subcontractor, Supplier, person, or organization, either may, before the Notice of Award is given, request the apparent
Successful Bidder to submit an acceptable substitute without an increase in Bid price.
B. If apparent Successful Bidder declines to make any such substitution, OWNER may award the Contract to the next lowest Bidder that proposes to use acceptable
Subcontractors, Suppliers, and other persons and organizations. The declining to make requested substitutions will not constitute grounds for sacrificing the Bid security of any
Bidder. Any Subcontractor, Supplier, other person, or organization listed and to whom
OWNER or ENGINEER does not make written objection prior to the giving of the Notice
00100-5 of Award will be deemed acceptable to OWNER and ENGINEER subject to revocation of such acceptance after the Effective Date of the Agreement as provided in Paragraph
6.06.B of the General Conditions.
C. In Contracts where the Contract Price is on the basis of Cost of Work Plus a Fee, the apparent Successful Bidder, prior to the Notice of Award, shall identify in writing to
OWNER those portions of the Work that such Bidder proposes to subcontract and after the Notice of Award may only subcontract other portions of the Work with OWNER’S written consent.
D. No CONTRACTOR shall be required to employ any Subcontractor, Supplier, other person, or organization against whom CONTRACTOR has a reasonable objection.
11. BID FORMS
A. All Bids shall be completely filled out on the specified bid forms without modification or provisions unless otherwise required.
B. The Bids shall be completed in duplicate. The original shall be filed with the OWNER and the Bidder shall keep the duplicate.
C. The Bids must be clearly and legibly filled out in ink or typed.
D. All Bids must be officially executed. Bids by Corporations must be executed in the corporate name by the president or vice president (or other corporate officer, accompanied by evidence of authority to sign) and the corporate seal must be affixed and attested by the secretary or assistant secretary. The corporate address and state of incorporation must be shown below the signature. Bids by partnerships must be executed in the partnership name and signed by a partner, whose title must appear under the signature, and the official address of the partnership must be shown below the signature. All business entity names must be registered with the Secretary of State of Texas and appropriate office of registration.
E. The Bid shall contain an acknowledgement of receipt of all Addenda (the numbers of which must be filled in on the Bid Form).
12. SUBMISSION OF BIDS
A. Bids shall be submitted at the time and place indicated in the Notice to Bidders, and shall be enclosed in an opaque sealed envelope marked with the Project title, name and address of the Bidder and containing Bid security and other required documents. Bids will be securely kept unopened, until the specified time. The bids received after the specified time will not be considered. All incomplete Bids shall be considered non-responsive. If the Bid is sent through the mail or other delivery system, the sealed envelope shall be enclosed in a separate envelope with the notation “BID ENCLOSED” on the face of it.
13. MODIFICATION 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 opening of Bids.
00100-6
B. If, within 24 hours after Bids are opened, any Bidder files a duly signed, written notice with OWNER and promptly thereafter demonstrates to the reasonable satisfaction of
OWNER that there was a material and substantial mistake in the preparation of its Bid, that Bidder may withdraw its Bid and the Bid security will be returned. Thereafter, that
Bidder will be disqualified from further bidding on the Work to be provided under the
Contract Documents.
14. OPENING OF BIDS
A. Bids will be opened and read aloud publicly. An abstract of the amounts of the base Bids and major alternates (if any) will be made available to Bidders within 7 calendar days after the date of Bid opening.
15. BIDS TO REMAIN SUBJECT TO ACCEPTANCE
A. The apparent Successful Bid and the next two lowest Bids will remain subject to acceptance for 45 calendar days after the day of the Bid opening. All other Bids will be released and the Bid security returned within 7 days. OWNER may, in its sole discretion, release any Bid and return the Bid security prior to that date.
16. AWARD OF CONTRACT
A. Contract will be awarded on basis of best VALUE to the district. Selection of alternates or deductive Bid Items by the OWNER will not be used to displace the low Bidder.
B. The Owner reserves the right to reject any and all bids, to waive any and all informalities not involving price, time or changes in the Work, to negotiate contract terms with the
Successful Bidder, and to disregard all non-conforming, non-responsive, unbalanced or conditional Bids. Also, OWNER reserves the right to reject the Bid of any Bidder if
OWNER believes that it would not be in the best interest of the Project to make an award to that Bidder, whether because the Bid is not responsive or the Bidder is unqualified or of doubtful financial ability or fails to meet any other pertinent standard or criteria established by OWNER. Discrepancies in 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.
C. In evaluating Bids, 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, as may be requested in the Bid Form or prior to the Notice of Award.
D. OWNER may consider the qualifications and experience of Subcontractors, Suppliers, and other persons and organizations proposed for those portions of the Work as to which the identity of Subcontractors, Suppliers, and other persons and organizations must be submitted as provided in the Supplementary Conditions. OWNER also may consider the operating costs, maintenance requirements, performance data, and guarantees of major items of materials and equipment proposed for incorporation in the Work when such data is required to be submitted prior to the Notice of Award.
00100-7
E. OWNER may conduct such investigations as OWNER deems necessary to assist in the evaluation of any Bid and to establish the responsibility, qualifications, and financial ability of Bidders, proposed Subcontractors, Suppliers, and other persons and organizations to perform and furnish the Work in accordance with the Contract
Documents to OWNER’S satisfaction within the prescribed time.
F. Alternate bid items are included in the Bid Form. The Successful Bidder will be determined based on either the low Base Bid (Part C of the Bid), or the low Base Bid Plus
Alternate Bid (Part E of the Bid), at the discretion of the OWNER.
G. If the Contract is to be awarded, OWNER will give the Successful Bidder a Notice of
Award within 60 calendar days after the day of the Bid opening.
17. CONTRACT SECURITY
A. Paragraph 5.1 of the General Conditions and the Supplementary Conditions set forth
OWNER’S requirements as to performance and payment Bonds. When the Successful
Bidder delivers the executed Agreement to OWNER, it must be accompanied by the required performance and payment Bonds.
18. INSURANCE CERTIFICATES
A. The CONTRACTOR shall provide and maintain a minimum coverage as defined in the
Contract Documents (Article 5 of the General Conditions). The companies providing the coverage shall be acceptable to the OWNER (Certificate of Insurance Section 00650).
19. SIGNING OF AGREEMENT
A. When OWNER gives a Notice of Award to the Successful Bidder, it will be accompanied by the required number of unsigned counterparts of the Agreement with all other written
Contract Documents attached. Within 15 calendar days thereafter, CONTRACTOR shall sign and deliver the required number of counterparts of the Agreement and attached documents to OWNER with the required Bonds. Within 10 calendar days thereafter, OWNER shall deliver one fully signed counterpart to CONTRACTOR. Each counterpart is to be accompanied by a complete set of the Drawings with appropriate identification.
20. PRE-BID CONFERENCE
A. A pre-bid conference will be held at the time and place indicated in the Notice to Bidders
(Section 00020). Representatives of OWNER and ENGINEER will be present to discuss the Project. All prospective bidders are encouraged to attend and participate in the conference. ENGINEER will notify all prospective Bidders of record of any such
Addenda as ENGINEER considers necessary in response to questions arising at the conference.
21. SALES TAX
A. Owner is exempt from Texas sales and use taxes pursuant to Texas Tax Code §151.309 as a political subdivision of the State of Texas. OWNER shall provide CONTRACTOR with a completed Texas Sales and Use Tax Exemption Certification as evidence of the
00100-8 applicability of such exemption and, accordingly, CONTRACTOR shall not collect Texas sales and use taxes from OWNER with respect to this Contract. CONTRACTOR and all
Subcontractors to CONTRACTOR shall issue a Texas Sales and Use Tax Exemption
Certification with respect to, and shall not pay Texas sales and use taxes on, all purchases of the following items that are exempt from Texas sales and use taxes pursuant to Texas
Tax Code §151.311: (i) tangible personal property that will be incorporated into
OWNER’S realty; (ii) tangible personal property that is necessary and essential for the performance of this Contract and is consumed entirely on the job site; and (iii) taxable services for use in the performance of this Contract that are performed at the job site and are either integral to the performance of this Contract or expressly required to be provided by this Contract. In addition, CONTRACTOR and all Subcontractors to CONTRACTOR
(i) shall not include any provision for Texas sales and use taxes with respect to such exempt items in any bid or contract amount, and (ii) shall pass on to OWNER cost savings due to the exempt status of such exempt items. CONTRACTOR’S contracts with all Subcontractors to CONTRACTOR shall include the foregoing provision regarding the exemption from Texas sales and use taxes.
BID FORM
00300-1
Section 00300
TO: Spring Creek Utility District
2300 Leichester Dr
Spring, TX 77386
PROJECT: Fox Run Section 1 Drainage Improvements & Reclaimed Waterline
PROJECT NO.: 2212-046-18
BIDDER: _________________________________________________________
(Print or type full name of proprietorship, partnership, corporation, or joint venture.)
1. The undersigned bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with OWNER in the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Contract Price and within the
Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents.
2. BIDDER accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the deposition of Bid Security. This Bid will remain subject to acceptance for 60 calendar days after receipt. BIDDER will sign and submit the
Agreement with the Bonds and other documents required by the Bidding Requirements within
15 calendar days after the date of OWNER’S Notice of Award.
3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that:
A. BIDDER has examined copies of all the Bidding Documents and of the following
Addenda (receipt of all which is hereby acknowledged):
Date Number
B. BIDDER has familiarized itself with the nature and extent of the Contract Documents, Work, site, locality, and all local conditions and Laws and Regulations that in any manner may affect cost, progress, performance, or furnishing of the Work.
C. BIDDER has studied carefully all reports and drawings of subsurface conditions and drawings of physical conditions as provided in Paragraph 4.3 of the General Conditions, and accepts the determination of the technical data contained in such reports and drawings upon which BIDDER is entitled to rely.
00300-2
D. BIDDER has obtained and carefully studied (or assumes responsibility for obtaining and carefully studying) all such examinations, investigations, explorations, tests, and studies
(in addition to or to supplement those referred to in C above) which pertain to the subsurface or physical conditions at the site or otherwise may affect the cost, progress, performance, or furnishing of the Work as BIDDER considers necessary for the performance or furnishing of the Work at the Contract Price, within the Contract Time, and in accordance with the other terms and conditions of the Contract Documents, including specifically the provisions of Paragraph 4.3 of the General Conditions; and no additional examinations, investigations, explorations, tests, reports, or similar information or data are or will be required by BIDDER for such purposes.
E. BIDDER has reviewed and checked all information and data shown or indicated on the
Contract Documents with respect to existing underground facilities at or contiguous to the site and assumes responsibility for the accurate location of said underground facilities. No additional examinations, investigations, explorations, tests, reports, or similar information or data in respect to said underground facilities are or will be required by BIDDER in order to perform and furnish the Work at the Contract Price, within the Contract Time, and in accordance with the other terms and conditions of the
Contract Documents, including specifically the provisions of Paragraph 4.4 of the
General Conditions.
F. BIDDER has correlated the results of all such observations, examinations, investigations, explorations, tests, reports, and studies with the terms and conditions of the Contract
Documents.
G. BIDDER has given ENGINEER written notice of all conflicts, errors, or discrepancies that it has discovered in the Contract Documents, and the written resolution thereof by
ENGINEER is acceptable to BIDDER.
H. This 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 corporation to refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over any other BIDDER or over OWNER.
4. BIDDER will complete the Work for the following prices: (Note: All bid items are for work complete in place). These prices are to cover all expenses incurred in performing the work required under the Contract Documents, including related work which may not be specifically mentioned.
00300-3
I. BASE BID ITEMS
Item
No.
Spec
No.
Item Description Unit Quantity Unit Price Extended Price
SECTION 1 - SITE PREPARATION
1 01502 Mobilization (3% Max of
Total Base Bid Price)
LS 1
2 01504 Temporary Construction
Fencing for Lay Down Site
LF 600
3 01554 Remove and Salvage Sign, Reinstall After Road
Completion
EA 1
4 01576 Remove and Salvage
Backstop during
Construction, Relocate and
Reinstall Per Owner
Instructions.
EA 1
5 01576 Remove and Salvage Gate during Construction, Reinstall Gate.
EA 1
6 01578 Dewatering LS 1
7 01740 Site Restoration to existing or better condition, landscaping, Irrigation
Lines, 4-Inch and 6-Inch
PVC Yard Drain Pipe, etc.
LS 1
8 02912 Tree and Plant Protection, including Tree Removal and
Tree Pruning as Required for Construction
LS 1
9 02921 Hydro Mulch Seeding AC 4
10 02922 Block Sodding SY 4783
SUBTOTAL SECTION 1 – SITE PREPARATION
SECTION 2 - SWPPP
11 01570 Reinforced Filter Fabric
Fence
LF 2193
12 01570 Inlet Protection Barrier, Type 1
EA 13
13 01570 Inlet Protection Barrier, Type 2
EA 58
14 HCFCD
02364
In-Channel Rock Filter Dam LF 95
SUBTOTAL SECTION 2 - SWPPP
SECTION 3 - TRAFFIC
00300-4
15 01554 Remove, Temporarily
Relocate, and Reinstall
Existing Traffic and
Information Signs As
Required for Construction
LS 2
16 01555 Traffic Control and
Regulation, Including
Construction Entrance/Exit, Temporary Signs, Pavement
Markings, Flaggers, Barricades, Channeling
Devices, and Temporary
Drainage for All Phases in
Accordance with Drawings and Specifications
LS 1
17 01575 Temporary Stabilized
Construction Road for
Access to WWTP, Complete in Place
SY 225
18 02767 Reflectorized Pavement
Markings Type I (24"
Thermoplastic White Solid)
Stop Bar, Complete in Place
LF 54
19 02767 Reflectorized Pavement
Markings Type I (12"
Thermoplastic White Solid)
Crosswalk, Complete in
Place
LF 112
SUBTOTAL SECTION 3 - TRAFFIC
SECTION 4 - STORM SEWER
20 02221 Remove and Dispose of 24-
Inch or Smaller Existing
Storm Sewer Line
LF 922
21 02221 Remove and Dispose of 30-
Inch Existing Storm Sewer
Line
LF 30
22 02221 Remove and Dispose of 54-
Inch Existing Storm Sewer
Line
LF 279
23 02221 Remove and Dispose of 72-
Inch Existing Storm Sewer
Line
LF 388
24 02221 Remove and Dispose of
Existing Inlet (All Types and Depths)
EA 30
00300-5
25 02221 Remove and Dispose of
Existing Storm Sewer
Manhole (All Sizes and
Depths)
EA 4
26 02222 Abandon and Grout Fill 42-
Inch Existing Storm Sewer
LF 311
27 02222 Grout Fill and Abandon
Storm Sewer Manhole (All
Sizes and Depths, Including
Plugging Pipe) Complete in
Place
EA 13
28 02082 6-foot Reinforced Concrete
Type C Storm Sewer
Manhole, Complete in Place
EA 7
29 02082 8-foot Reinforced Concrete
Type C Storm Sewer
Manhole, Complete in Place
EA 8
30 02260 Trench Safety System for
Storm Sewer, Complete in
Place
LF 3861
31 02315 Ditch Regrading for Admin
Building Drainage
LF 353
32 02322 Select Fill for Admin
Building Drainage
CY 286
33 02631 6-Inch PVC Storm Sewer
Pipe, by Open Cut
Construction, Complete in
Place
LF 163
34 02631 24-Inch Reinforced
Concrete Pipe, C-76, Class
III, by Open Cut
Construction, Complete in
Place
LF 1215
35 02631 30-Inch Reinforced
Concrete Pipe, C-76, Class
III, by Open Cut
Construction, Complete in
Place
LF 36
36 02631 42-Inch Reinforced
Concrete Pipe, C-76, Class
III, by Open Cut
Construction, Complete in
Place
LF 305
00300-6
37 02631 48-Inch Reinforced
Concrete Pipe, C-76, Class
III, by Open Cut
Construction, Complete in
Place
LF 571
38 02631 54-Inch Reinforced
Concrete Pipe, C-76, Class
III, by Open Cut
Construction, Complete in
Place
LF 873
39 02631 60-Inch Reinforced
Concrete Pipe, C-76, Class
III, by Open Cut
Construction, Complete in
Place
LF 925
40 02631 66-Inch Reinforced
Concrete Pipe, C-76, Class
III, by Open Cut
Construction, Complete in
Place
LF 656
41 02631 78-Inch Reinforced
Concrete Pipe, C-76, Class
III, by Open Cut
Construction, Complete in
Place
LF 299
42 02082 9-foot by 9-foot Reinforced
Concrete Storm Junction
Box, Complete in Place
EA 4
43 02081 Reinforced Concrete Storm
Junction Box #1 with Type
C MH on Box, Cast in
Place, Complete in Place
EA 1
44 02632 Reinforced Concrete Type
BB Inlet, Complete in Place
EA 30
45 02633 Reinforced Concrete Type
A Inlet, Complete in Place
EA 10
SUBTOTAL SECTION 4 – STORM SEWER
SECTION 5 - WATER ITEMS
46 02511 12-Inch Diameter C900
(class 150) PVC Water Line with Restrained Joints, by
Trenchless Construction, Complete in Place
LF 73
47 02512 Remove and Relocate 2-
Inch Water Meter, Complete in Place
EA 1
00300-7
48 02512 2-Inch Water Service Line
Wet Connection, Complete in Place
EA 1
49 02513 12-Inch Wet Connection, Complete in Place
EA 2
50 02516 Cut and Plug 2-Inch Service
Water Line
EA 3
SUBTOTAL SECTION 5 – WATER ITEMS
SECTION 6 - GAS ITEMS
51 TxDOT
2-Inch Poly Gas Pipe, by
Trenchless Construction, Complete in Place
LF 235
SUBTOTAL SECTION 6 – GAS ITEMS
SECTION 7 - RECLAIMED WATER
52 02511 4-Inch Diameter C900
(Class 150) PVC Reclaimed
Water Line with Restrained
Joints, by Trenchless
Construction, Complete in
Place
LF 76
53 02511 6-Inch Diameter C900
(Class 150) PVC Reclaimed
Water Line with Restrained
Joints, by Trenchless
Construction, Complete in
Place
LF 1899
54 02511 8-Inch Diameter C900
(Class 150) PVC Reclaimed
Water Line with Restrained
Joints, by Trenchless
Construction, Complete in
Place
LF 4089
55 02511 6-Inch Diameter C900
(Class 150) PVC Reclaimed
Water Line with Restrained
Joints in 12-Inch Steel
Casing, by Trenchless
Construction, Complete in
Place
LF 352
56 02511 8-Inch Diameter C900
(Class 150) PVC Reclaimed
Water Line with Restrained
Joints in 16-Inch Steel
Casing, by Trenchless
Construction, Complete in
Place
LF 557
00300-8
57 02511 6-Inch Plug and Clamp, Complete in Place
EA 1
58 02512 1-Inch Reclaimed Water
Line Service with
Restrained Joints and Meter
Box, by Trenchless
Construction, Short-Side, Complete in Place
EA 2
59 02512 1-Inch Reclaimed Water
Line Service with
Restrained Joints and Meter
Box, by Trenchless
Construction, Long- Side, Complete in Place
EA 3
60 02512 2-Inch Reclaimed Water
Line Service with
Restrained Joints and Meter
Box, by Trenchless
Construction, Long-Side, Complete in Place
EA 3
61 02513 10-Inch Diameter Wet
Connection, Complete in
Place
EA 1
62 02521 2-Inch Blow Off Valve, Complete in Place
EA 1
63 02523 4-Inch Pressure Reducing
Valve, Complete in Place
EA 1
64 02526 1-Inch Reclaimed Water
Meter, Complete in Place
EA 4
65 02526 2-Inch Reclaimed Water
Meter, Complete in Place
EA 3
66 02526 4-Inch Reclaimed Water
Meter, Complete in Place
EA 1
SUBTOTAL SECTION 7 - RECLAIMED WATER
SECTION 8 - PAVING
67 02221 Remove and Dispose of
Existing 6-Inch Curb, Includes all Saw-Cutting
Required
LF 4220
68 02221 Remove and Dispose of
Driveways, Includes all
Saw-Cutting Required, (All
Types and Depths)
SY 1780
00300-9
69 02221 Remove and Dispose of
Existing Pavement, Base, and Subgrade, Includes all
Saw-Cutting Required (All
Types and Depths)
SY 10633
70 02221 Remove and Dispose of
Existing Sidewalk and Curb
Ramps, Includes all Saw-
Cutting Required, (All
Types and Depths)
SY 917
71 02315 Roadway Excavation CY 1345
72 02338 8-Inch Cement Stabilize
Subgrade for Concrete, Complete in Place
SY 12291
73 02751 7-Inch Thick Concrete
Pavement, Complete in
Place
SY 9823
74 02751 8-Inch Thick Concrete
Pavement, High Early
Strength, Complete in Place
(At intersection of
Leichester and Fox Run)
SY 810
75 02754 6-Inch Thick Concrete
Driveway, Including
Excavation, Complete in
Place
SF 15716
76 02754 7-Inch Thick Concrete
Driveway, Including
Excavation, Complete in
Place
SF 494
77 02771 6-Inch Concrete Curb, Complete in Place
LF 4220
78 02775 ADA Wheelchair Ramps and Curb Ramps with
Detectable Warning
Surface, Complete in Place
SF 1418
79 02775 4-1/2-Inch Concrete
Sidewalks, Complete in
Place
SF 9114
SUBTOTAL SECTION 8 - PAVING
SECTION 9 - EXTRA WORK ITEMS
80 01506 By-Pass Pumping for
Sanitary Sewer
LS 1
00300-10
81 01555 Temporary Residential
Driveways, Furnish, Install, and Remove including
Maintenance (All-Weather
Material)
EA 53
82 02082 4-foot Diameter Sanitary
Sewer Manhole (All
Depths), Complete in Place
EA 10
83 02082 6-foot by 6-foot Reinforced
Concrete Conflict Box
EA 2
84 02082 7-foot by 7-foot Reinforced
Concrete Conflict Box
EA 2
85 02086 Adjust 8-Inch Valve Box to
Grade, Complete in Place
EA 1
86 02086 Adjust 12-Inch Valve Box to Grade, Complete in Place
EA 2
87 02221 Remove Existing
Mailboxes, Install
Temporary Mailboxes to
Replace Existing Mailboxes for All Phases of
Construction, Replace
Existing Mailboxes to
Permanent Location Upon
Completion of Construction
Work, Complete in Place
EA 38
88 02221 Removal and Reinstallation of Wooden Bollards, Include Wire as Required for Construction
EA 15
89 02222 Remove and Dispose of 8-
Inch Diameter Sanitary
Sewer
LF 513
90 02222 Abandon and Grout Fill 48-
Inch Existing Storm Sewer
LF 258
91 02222 Abandon and Grout Fill 54-
Inch Existing Storm Sewer
LF 560
92 02321 Cement Stabilized Sand CY 71
93 02502 8-Inch Diameter C900
(class 150) PVC Water Line with Restrained Joints in 16-
Inch Steel Casing, by
Trenchless Construction, LF 67
00300-11
94 02502 12-Inch Diameter C900
(class 150) PVC Water Line with Restrained Joints in 24-
Inch Steel Casing, by
Trenchless Construction, Complete in Place
LF 106
95 02511 8-Inch Diameter C900
(class 150) PVC Water Line with Restrained Joints, by
Trenchless Construction, Complete in Place
LF 14
96 02511 12-Inch Diameter C900
(class 150) PVC Water Line with Restrained Joints, by
Trenchless Construction, Complete in Place
LF 28
97 02512 1-Inch Diameter Water Taps and Service Line and Meter
Box, 200 PSI Polyethylene
(Short-Side), Complete in
Place
EA 5
98 02512 1-Inch Diameter Water Taps and Service Line and Meter
Box, 200 PSI Polyethylene
(Long-Side), Complete in
Place
EA 28
99 02513 8-Inch Wet Connection, Complete in Place
EA 2
100 02513 12-Inch Wet Connection, Complete in Place
EA 4
101 02516 Cut, Plug, and Abandon
Existing 8-Inch Diameter
Water Line
EA 2
102 02516 Cut, Plug, and Abandon
Existing 12-Inch Diameter
Water Line
EA 4
103 02525 8-Inch Tapping Sleeve and
Valve, Complete in Place
EA 1
104 02525 12-Inch Tapping Sleeve and
Valve, Complete in Place
EA 1
105 02526 1-Inch Water Meter, BEACON-AMA E-Series, Stainless Steel, Twist Tight, LTE-M, Complete in Place
EA 4
00300-12
106 02526 2-Inch Water Meter, BEACON-AMA E-Series, Stainless Steel, Twist Tight, LTE-M, Complete in Place
EA 3
107 02526 4-Inch Water Meter, BEACON-AMA E-Series, Stainless Steel, Twist Tight, LTE-M, Complete in Place
EA 1
108 02531 8-Inch Diameter PVC
Sanitary Sewer, by
Trenchless or Open-Cut
Construction, Complete in
Place
LF 513
109 02534 6-Inch Diameter Sanitary
Sewer Service, Includes
Stacks, Wyes, Fittings and
Tees, Complete in Place
LF 399
110 02534 Sanitary Service Cleanout EA 38
111 02555 Manhole Rehabilitation, Remove all Debris, Seal all
Gaskets at Pipe
Connections, Seal all
Hairline Cracks, Seal Voids, and Root Treatment. (MHs
#20, #21, #22)
EA 3
112 02631 18-Inch thick Riprap, Complete in Place
CY 126
113 02631 78-Inch Corrugated Metal
Pipe Storm Sewer by Open
Cut Construction, Complete in Place
LF 83
114 02631 Timber Bent, Complete in
Place
EA 1
115 02631 24-Inch Storm Sewer
Maintenance, Remove all
Debris, Seal all Gaskets at
Pipe Connections, Seal all
Hairline Cracks, and Root
Treatment. (Storm Sewer
Along Fox Run from STA
45+94.52 to STA 53+35.77)
LF 402
00300-13
116 02631 30-Inch Storm Sewer
Maintenance, Remove all
Debris, Seal all Gaskets at
Pipe Connections, Seal all
Hairline Cracks, and Root
Treatment. (Storm Sewer
Along Fox Run from STA
45+94.52 to STA 53+35.77)
LF 332
SUBTOTAL SECTION 9 - EXTRA WORK ITEMS
SECTION 10 - ADDITIONAL ALTERNATE BID ITEMS -FOX RUN FROM STA 45+94.52
TO STA 53+35.77
117 02221 Remove and Dispose of 24-
Inch or Smaller Existing
Storm Sewer Line
LF 406
118 02221 Remove and Dispose of 30-
Inch Storm Sewer Line
LF 359
119 02221 Remove and Dispose of
Existing Storm Sewer
Manhole (All Sizes and
Depths)
EA 3
120 02221 Remove and Dispose of
Existing 6-Inch Curb, Includes all Saw-Cutting
Required
LF 712
121 02221 Remove and Dispose of
Existing Pavement, Base, and Subgrade, Includes all
Saw-Cutting Required (All
Types and Depths)
SY 1329
122 02260 Trench Safety System for
Storm Sewer, Complete in
Place
LF 741
123 02082 6-foot Reinforced Concrete
Type C Storm Sewer
Manhole, Complete in Place
EA 3
124 02631 36-Inch Reinforced
Concrete Pipe, C-76, Class
III, by Open Cut
Construction, Complete in
Place
LF 741
125 02338 8-Inch Cement Stabilize
Subgrade for Concrete, SY 1410
00300-14
126 02751 8-Inch Thick Concrete
Pavement, High Early
Strength, Complete in Place
SY 1329
127 02771 6-Inch Concrete Curb, Complete in Place
LF 712
SUBTOTAL SECTION 10 - ADDITIONAL ALTERNATE BID ITEMS
SECTION 11 - ALTERNATE BID ITEMS
128 02082 8-foot by 4-foot Precast
Reinforced Concrete
Junction Box, Complete in
Place, in lieu of 8-foot
Precast Type C Storm
Sewer Manhole (MHs #3, #7, #8, #9, #10, #11, #12)
EA 7
SUBTOTAL SECTION 11 - ALTERNATE BID ITEMS
TOTAL BID PRICE
Note: The BIDDER understands that after a Contract is awarded, the OWNER may elect to not include some or all of items listed in the contract. If awarded a Contract, the BIDDER agrees to furnish and install the equipment selected by the OWNER with appropriate price adjustments as indicated above. The Total Bid Price will then be adjusted accordingly.
SECTIONS 1-8 (BASE BID) SUBTOTAL: $____________________
SECTION 9 (EXTRA WORK ITEMS) SUBTOTAL: $____________________
SECTION 10 (ADD. ALT. ITEMS) SUBTOTAL: $____________________
SECTION 11 (ALTERNATE ITEMS) SUBTOTAL: $____________________
TOTAL BID PRICE: $____________________
5. OWNER reserves the right to modify the scope of Work after opening of Bid. If the scope is modified, the unit prices bid may not be revised unless the quantity for that bid item is reduced by greater than twenty-five percent (25%).
6. BIDDER agrees that the Work will be substantially complete and completed and ready for final payment in accordance with Paragraph 14.3 of the General Conditions on or before the dates or within the number of calendar days indicated in the Agreement.
8. Communications concerning this Bid shall be addressed to the business address of BIDDER indicated herein.
00300-15
9. The terms used in this Bid which are defined in the General Conditions of the Construction
Contract included as part of the Contract Documents have the meanings assigned to them in the General Conditions.
SUBMITTED on ____________________, 2026.
Bidder:
(Print or type full name of your proprietorship, partnership, corporation, or joint venture.*)
**By:
Signature Date
Name:
(Print or type name) Title
Address:
(Mailing)
(Street, if different)
Telephone and Fax Number:
(Print or type numbers)
* If Bid is a joint venture, add additional Bid Form signature sheets for each member of the joint venture.
** Bidder certifies that the only person or parties interested in this offer as principals are those named above. Bidder has not directly or indirectly entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding.
Note: This document constitutes a government record, as defined by § 37.01 of the Texas Penal
Code. Submission of a false government record is punishable as provided in § 37.10 of the Texas Penal Code.
AGREEMENT
00500-1
Section 00500
This Agreement is dated as of _______________, by and between Spring Creek Utility District
(“Owner”) and ____________(“Contractor”).
Terms used in this Agreement have the meanings stated in the General Conditions and the
Supplementary Conditions.
Owner and Contractor hereby 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: Provide and install approximately 7,000 feet of 6-inch and 8-inch reclaimed waterline by trenchless construction, including service connections, steel casing crossings, and associated appurtenances. The Project also includes the removal, abandonment, and replacement of approximately 8,000 feet of storm sewer infrastructure ranging from 24-inch to 78-inch diameter, including manholes, junction boxes, inlets, riprap, and associated drainage structures along the project corridor. Other work includes traffic control, erosion and sedimentation control, dewatering, utility adjustments, roadway and driveway demolition, concrete pavement reconstruction, ADA improvements, subgrade stabilization, and complete site restoration.
ARTICLE 2—ENGINEER
2.01 The Owner has retained CobbFendley (“Engineer”) to act as Owner’s representative, assume all duties and responsibilities of Engineer, and have the rights and authority assigned to Engineer in the Contract.
2.02 The part of the Project that pertains to the Work has been designed by Engineer.
ARTICLE 3—CONTRACT TIMES
3.01 Time is of the Essence
A. All time limits for Milestones, if any, Substantial Completion, and completion and readiness for final payment as stated in the Contract Documents are of the essence of the Contract.
3.02 Contract Times:
A. The Work will be substantially complete within 450 days after the date when the
Contract Times commence to run as provided in Paragraph 4.01 of the General
Conditions, and completed and ready for final payment in accordance with
Paragraph 15.06 of the General Conditions within 480 days after the date when the
Contract Times commence to run.
00500-2
3.03 Liquidated Damages
A. Contractor and Owner recognize that time is of the essence as stated in Paragraph 3.01 above and that Owner will suffer financial and other losses if the Work is not completed and Milestones not achieved within the Contract Times, as duly modified. The parties also recognize the delays, expense, and difficulties involved in proving, in a legal or arbitration proceeding, 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):
1. Substantial Completion: Contractor shall pay Owner $500 for each day that expires after the time (as duly adjusted pursuant to the Contract) specified above for
Substantial Completion, until the Work is substantially complete.
2. Completion of Remaining Work: After Substantial Completion, if Contractor shall neglect, refuse, or fail to complete the remaining Work within the Contract Times
(as duly adjusted pursuant to the Contract) for completion and readiness for final payment, Contractor shall pay Owner $500 for each day that expires after such time until the Work is completed and ready for final payment.
3. Liquidated damages for failing to timely attain Milestones, Substantial Completion, and final completion are not additive, and will not be imposed concurrently.
B. If Owner recovers liquidated damages for a delay in completion by Contractor, then such liquidated damages are Owner’s sole and exclusive remedy for such delay, and
Owner is precluded from recovering any other damages, whether actual, direct, excess, or consequential, for such delay, except for special damages (if any) specified in this
Agreement.
ARTICLE 4—CONTRACT PRICE
4.01 Owner shall pay Contractor for completion of the Work in accordance with the Contract
Documents, for all Work, at the prices stated in Contractor’s Bid, attached hereto as a contract document. The total amount awarded is $____________.
ARTICLE 5—PAYMENT PROCEDURES
5.01 Submittal and Processing of Payments
A. Contractor shall submit Applications for Payment in accordance with Article 15 of the
General Conditions. Applications for Payment will be processed by Engineer as provided in the General Conditions.
5.02 Progress Payments; Retainage
A. Owner shall make progress payments on the basis of Contractor’s Applications for
Payment on or about the last day of each month during performance of the Work as provided in Paragraph 5.02.A.1 below, provided that such Applications for Payment have been submitted in a timely manner and otherwise meet the requirements of the
Contract. All such…
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