Attachment_A_-_Project_Manual.pdf

KANSAS DEPARTMENT OF WILDLIFE

AND PARKS

CHASE STATE FISHING LAKE

DRAWDOWN TOWER IMPROVEMENTS

COTTONWOOD FALLS, CHASE COUNTY, KANSAS

PROJECT MANUAL

APRIL 2025

Alfred J. Toloza, PE

Project Manager

Alfred Benesch & Company

One Main Plaza

4435 Main Street, Ste. 1150

Kansas City, MO 64111

Phone: 816-221-4222

Cell: 913-669-7693 atoloza@benesch.com

Chase State Fishing Lake Table of Contents

Drawdown Tower Improvements

April 2025

CHASE STATE FISHING LAKE

DRAWDOWN TOWER IMPROVEMENTS

TABLE OF CONTENTS

PROJECT SPECIAL CONDITIONS

Project Special Conditions

Measurement and Payment

DIVISION 01 – GENERAL REQUIREMENTS

Section 01 1010 Summary of Work and General Requirements

Section 01 1400 Testing Services

DIVISION 02 – EXISTING CONDITIONS

Section 02 4116 Demolition

DIVISION 03 THROUGH 30 NOT USED

DIVISION 31 – EARTHWORK

Section 31 1000 Site Clearing

Section 31 2000 Earth Moving

DIVISION 32 – EXTERIOR IMPROVEMENTS

Section 32 9200 Turf and Grasses

DIVISION 33 – UTILITIES

Section 33 5000 Cured-In-Place Pipe

Section 33 5100 Stainless Steel Slide Gate

Section 33 5200 Gate Valves

DIVISION 34 THROUGH 49 NOT USED

Chase State Fishing Lake

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Project Special Conditions

PSC - 1

PROJECT SPECIAL CONDITIONS

PSC-1. INSPECTION VIDEOS: An inspection of the inlet and outlet 24” CMPs and interior of the lake drawdown tower were completed in September 2019. These videos are available for viewing upon request from Alfred Benesch & Co., located at One Main Plaza, 4435 Main Street, Suite 1150, Kansas City, MO 64111. These documents are for the Bidders/Contractors convenience and information and are not intended to be a part of the Bid or Contract Documents.

The Engineer and Owner assume no liability for the accuracy of these documents.

PSC-2. EXISTING DOCUMENTS: The 1954 Chase State Fishing Lake and Dam construction record drawings are available for viewing upon request from Alfred Benesch & Co., located at One

Main Plaza, 4435 Main Street, Suite 1150, Kansas City, MO 64111. These documents are for the Bidders/Contractors convenience and information and are not intended to be a part of the

Bid or Contract Documents. The Engineer and Owner assume no liability for the accuracy of these documents.

PSC-3. CLEARING AND GRADING OF DRAINAGE CHANNEL DOWNSTREAM OF

OUTLET STRUCTURE: As part of this Work, the Contractor will be required to clear and grade an approximate 200-foot-long, 20-foot-wide drainage channel from the new outlet structure (See PSC-5) to Prather Creek to prevent ponding from occurring at the new outlet structure. Contractor to receive final approval from Owner and Engineer representative on site when completed. Compensation for this bid item will be included in the bid item for ‘Clearing and Grading the Drainage Channel’ from the outlet structure to Prather Creek.

PSC-4. UNDERWATER INLET PIPE STRUCTURE STEEL PLATE REMOVAL, TRASH

RACK RE-INSTALLATION, AND SANDBAG REMOVAL FROM INLET PIPE: As part of this Work, the Contractor will be required to utilize the services of Utility Diving

Services, Inc. to perform the removal of the steel plate and re-installation of the existing trash rack at the inlet pipe structure. Prior to the re-installation of the existing trash rack, Utility

Diving Services, Inc. shall remove the sandbag within the inlet pipe approximately 25-feet away from the inlet structure. Utility Diving Services, Inc. will be a set as a Lump Sum Allowance bid item which has been included on the bid form. This bid item (allowance) is intended to cover all the costs to remove the steel plate and sandbag, in addition to the re-installation of the existing trash rack. This work shall be performed after all other improvements under this

Contract have been completed. Compensation for this bid item will be based on invoices provided to the Contractor by Utility Diving Services, Inc. No markup will be allowed for these materials or services. Prior to project final completion the steel plate shall be turned over to the

Owner.

PSC-5. WORK TO BE CONSTRUCTED ‘BY OTHERS’: As noted on the Construction Drawings, the additional 24” CMP outlet pipe, 4” PVC drain pipe, and new outlet structure will be constructed ‘By Others’ and not be included in this Construction Bid Package.

END OF PROJECT SPECIAL CONDITIONS

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Project Special Conditions –

Measurement and Payment

PSC - 1

PROJECT SPECIAL CONDITIONS – MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 SUMMARY

A. Scope: This section lists bid items, their unit of payment, method and limits of measurement, and subsidiary work included in the pay item.

B. Entire Cost: The unit prices shown in the bid shall reflect the entire cost for the construction of the complete work, in conformance with the plans and specifications. Cost for items called for in or reasonably inferred as necessary from the construction documents, for which a specific unit price is not listed in the bid, shall be included in the price for the closest applicable items.

C. Retainage: A 10% retainage will be held by the Owner for each standard pay item on submitted

Contractor pay applications. The retainage will be released to Contractor upon final completion of the work and punch list items (if any) are approved and accepted by the Owner.

D. Non-Pay Items Subsidiary to the Work as a Whole: The following items are subsidiary to the whole work. The cost of these items shall be balanced throughout the separate pay items. Timely completion of subsidiary work shall be a condition for recommendation of progress payments.

1. Bonds, insurance, permits, and licenses;

2. Contractor's supervision, progress schedules and site meetings;

3. Environmental controls - dust control, and clean up;

4. Parking control;

5. Job site water, electrical power, trash, and sanitary services, and contractor's field office;

6. Construction staking and layout;

7. Protection and restoration of existing improvements and utilities;

8. Protection and repair of completed portions of the work;

9. Correction of defective work;

10. Coordination with the Owner, Project Representative and utilities, coordination with underground utilities, work to overcome site limitations, and permits.

11. Installation of plug at the inlet pipe connection at the drawdown tower.

E. Inspections and Tests: Any tests and inspections that are not explicitly detailed as the Owner’s responsibility in the General Conditions are the responsibility of the Contractor. Tests that are the responsibility of the Contractor and his suppliers are subsidiary to the related item.

1.2 DEFINITIONS

A. Subsidiary: Work required for completion of the project or portion of the project as described in the contract documents, for which a direct pay item is not listed in the bid proposal. Direct measurement of subsidiary work may be impractical or identical to an established pay item or may be subject to variation based on the contractor's selected methods. Costs for subsidiary work shall be included in the bid price for the related listed bid item.

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Project Special Conditions –

PSC - 2

B. Lump sum (L.S.): The total work required for the described item, no separate measurement shall be made. Lump sum items that may be correlated with time will not be reduced for early completion, nor increased for late completion when the delay is due to contractor default or due to any of the reasons for permissible time extension listed in General Conditions.

1.3 STANDARD PAY ITEM:

A. Unless specifically altered by the Project Special Conditions, the unit and limits of measurement and a partial description of subsidiary work shall be as specified below, as listed in the bid form.

Items defined below but not listed on the bid shall not be pay items for this project. Other pay items may be listed in the Project Special Conditions. These descriptions are not intended as a complete specification of the work involved.

1. Mobilization: Unit of measurement is lump sum. This bid item will include all preparatory work and operations by the Contractor, including, but not limited to, those necessary for the movement of personnel, equipment, supplies and incidentals to the project site, for the establishment of all office, buildings, and other facilities necessary for work on the project, and for all other work and operations which must be performed, or costs incurred prior to beginning work on the various items on the project.

2. Erosion and Sediment Control: Unit of measurement is lump sum. This bid item will include all erosion and sediment control measures to be provided by the Contractor.

Furnishing and installing of all necessary erosion and sediment control measures, materials, and labor to protect any necessary locations on the project site shall be considered subsidiary to this bid item.

3. Traffic Control: Unit of measurement is lump sum. This bid item will include all traffic control measures and devices to be provided by the Contractor. Furnishing and installing of all necessary traffic control measures and devices at any necessary location on the project site shall be considered subsidiary to this bid item.

4. Seeding/Restoration: Unit of measurement is lump sum. This bid item will include all seeding and restoration at required locations per the Construction Drawings by the

Contractor. Furnishing and installing of all seeding, materials, and labor necessary to complete the work shall be considered subsidiary to this item.

5. Clearing and Grubbing of Trees: Unit of measurement is lump sum. This bid item will include all clearing and grubbing of trees along the upstream and downstream slopes of the dam by the Contractor. Furnishing and installing of all equipment, materials, and labor necessary to complete the work shall be considered subsidiary to this item.

6. Clearing and Grading the Drainage Channel: Unit of measurement is lump sum. This bid item will include all clearing and site grading of the drainage channel from the new dam outlet structure (By Others) to Prather Creek by the Contractor. Furnishing and installing of all equipment, materials, and labor necessary to complete the work shall be considered subsidiary to this item.

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Project Special Conditions –

PSC - 3

7. Drawdown Tower Sluice Gate Replacement: Unit of measurement is lump sum. This bid item will include all work to remove and dispose the existing sluice gate and actuator and installation of new sluice gate and actuator by the Contractor. Furnishing and installing of all equipment, materials, and labor necessary to complete the work shall be considered subsidiary to this item.

8. Drawdown Tower Gate Valve Replacement: Unit of measurement is lump sum. This bid item will include all work to remove and dispose the existing gate valve and actuator and installation of new gate valve and actuator by the Contractor. Exposing the 4” pipe at the dam outlet structure, furnishing and installing of all equipment, materials, and labor necessary to complete the work shall be considered subsidiary to this item.

9. Drawdown Tower Cleaning: Unit of measurement is lump sum. This bid item will include all work required to clean and remove debris from inside the drawdown tower by the

Contractor. Furnishing and installing of all equipment, materials, and labor necessary to complete the work shall be considered subsidiary to this item.

10. 24” CIPP of the Outlet Pipe: Unit of measurement is lump sum. This bid item will include all work to CIPP the existing 24” CMP and additional 24” CMP (By Others) outlet pipe from the drawdown tower to the new dam outlet structure (By Others) by the Contractor.

Furnishing and installing of all equipment, materials, CCTV, cleaning, and labor necessary to complete the work shall be considered subsidiary to this item.

11. Utility Diving Services, Inc.: Unit of measure is lump sum. This bid item amount shall be a set lump sum allowance price provided by Utility Diving Services, Inc as noted on the

Bid Form. This bid item will include all work necessary to remove the sandbag from the inlet pipe, removal of the steel plate at the inlet structure within the lake, and re-installation of the existing trash rack at the inlet structure within the lake. Furnishing and installing of all equipment, materials, and labor necessary to complete the work shall be considered subsidiary to this item.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION

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Summary of Work and General Requirements

01010 - 1

SECTION 01010 – SUMMARY OF WORK AND GENERAL REQUIREMENTS

PART 1 – GENERAL

1.1 SUMMARY

A. Project Scope: Contractor shall furnish all equipment, material, and labor necessary to complete the Chase

State Fishing Lake Dam Improvements as detailed on the plans and specifications.

1. The base bid includes all work to complete the dam improvements at Chase State Fishing Lake.

2. Work shown on the Construction Contract Drawings noted as work to be completed ‘By Others’ will not be included in the base bid.

B. Contractor shall start work only after all materials are procured and on site or in the contractor’s possession.

1.2 DEFINITION

A. KDWP: Kansas Department of Wildlife and Parks

B. Architect/Engineer: Where the word “Architect/Engineer” is used throughout the Contract

Documents, it shall be understood to mean the Engineering Project Representative at Alfred

Benesch & Company.

C. Project Manager: Where the word “Project Manager” is used throughout the Contract Documents, it shall be understood to mean KDWP Engineering Services Project Manager.

D. Owner: Where the word “Owner” is used throughout Contract Documents, it shall be understood to mean KDWP.

1.3 POINTS OF CONTACT

A. Points of Contact: The following individuals may be contacted regarding the Project.

1. For questions and assistance during the bidding process, contact:

2. For technical and administrative questions during construction: Points of Contact will be provided at the time of award.

Dean Heineken

Deputy Director of Construction and Insurance

KOPC

O: (785)296-8051

Topeka, KS dean.heineken@ks.gov

Ashley Evens

Procurement Officer

KOPC

O: (785)296-8107

Topeka, KS ashley.n.evens@ks.gov

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1.4 AGREEMENTS FOR BIDDING

A. Bidder acknowledges and agrees to submit his Bid in accordance with the provisions required by the Bid

Form supplied to the Bidder by Kansas Division of Purchases and to the following terms and conditions for bidding. Time and place for submittal of Bids is indicated on the Bid Form.

B. The Project shall be constructed under a single Contract and will be awarded to the responsible Bidder offering the lowest bid price and meeting the requirements for bidding and requirements of the Contract

Documents. The lowest bid price will be calculated by the sum of the Base Bid and the total of any

Alternates that are accepted by Owner after all Bids are opened.

C. Failure to acknowledge receipt of Addenda issued may be cause for Owner’s rejection of Bid.

D. An incomplete Bid or information included but not solicited on the Bid Form may be cause for Owner’s rejection of a bid.

E. A Bid may be considered incomplete or non-responsive if it fails to quote a price for an Alternate or other separate item identified and solicited on the Bid Form supplied to the Bidder.

F. The Owner reserves the right to reject any or all Bids and to waive technicalities and formalities for the acceptance or rejection of Bids, should such action be deemed in the best interest of the Owner. The

Owner may terminate the contract due to unforeseen lack of funding for the project.

G. The Owner reserves the right to accept or reject any or all Alternates submitted with the Bid before award of the Contract.

H. In compliance with K.S.A. 75-3741, subcontractors which the Contractor proposes to employ for the work shall be listed.

I. It is the responsibility of the Contractor to supply his prospective subcontractors with copies of the

Contract Documents for bidding. The Owner will not be responsible for supplying prospective subcontractors with Contract Documents for bidding.

J. The Contractor, prior to submitting his bid will have inspected existing facilities and conditions and will have thoroughly reviewed the Contract Documents.

1.5 ADDENDA

A. Acknowledgment of Receipt of Addenda: I/we, have received and considered the following Addenda in the submitted Bid for this Project. (Bidder shall fill in signature above using same person as signing the Bid Form and shall initial each applicable Addenda space below.)

None (_) #1 (_) #2 (_) #3 (_) #4 (_) #5 (_)

B. Substantiation: Bidder shall attach a copy of this completed page to the Bid Form.

1.6 CONTRACTOR QUALIFICATIONS

A. The Contractor shall have been in business for a minimum of five (5) successive years. The contractor shall be capable of providing evidence of successfully completed projects of comparable complexity and scope.

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1.7 TIME OF COMPLETION

A. Calendar Days: Contractor agrees, if awarded the Contract, to complete the Work of the Contract within

90 calendar days form the “Notice to Proceed” issued by KDWP Project Manager.

B. Typical working days: Monday through Friday; 7am to 5pm. No work will be permitted outside of these hours without written approval from the KDWP Project Manager and local staff.

C. No work will be allowed on national holidays without written approval from Project Manager.

D. Calendar Completion Date:

1. Complete all work necessary to open the Project to unrestricted traffic within the calendar days allotted in the Contract Documents or before the calendar completion date expires, including authorized time extensions (if any). Complete all remaining, unfinished contract pay items, subsidiary items, incidental work, extra work, final cleanup, and final punch list within the calendar days remaining (if any), within the days remaining before the calendar completion date expires (if any), and within the Cleanup Time set by the project special provision.

2. The Project Manager will increase the number of calendar days and extend the calendar completion date if the Contractor proves one of the following:

a. Unusually severe weather delayed the Project completion as provided in this subsection 1.7 D.1. Unusually severe weather is adverse weather that at the time of year in which it occurred is abnormal for the place in which it occurred. For unusually severe weather to delay Project completion and warrant additional time under subsection 1.7 D.1, the Contractor must have a schedule showing the controlling item(s) of work and delay to the controlling item(s) of work at the time of the unusually severe weather. In addition, the Contractor must show unusually favorable weather at other times of the year failed to diminish, mitigate, or overcome the delay caused by the unusually severe weather.

b. An Act of God delayed the Project completion.

c. The Project Manager has sole discretion to determine whether to give a time extension under subsection 1.7 D.1. Contractor must submit monthly, in writing, any request for additional weather days to be considered by the Project Manager.

d. Substantial Completion is defined as: All products furnished, installed, and work completed in accordance with the contract documents with exception of deficient items noted on final inspection.

e. Liquidated Damages Amount: Liquidated damages for the Project are established at the rate of $350.00 per day until the completion of the project including all punch-list items.

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1.8 STATE TAX

A. This project has been determined by the Kansas Department of Revenue to be subject to Kansas sales tax. The cost of said Tax must be INCLUDED IN all Bid and Contract prices. Sales tax includes all applicable state, county, and city sales taxes.

B. A general contractor or other contractor who contracts directly with the State of Kansas or one of its agencies shall pay tax as follows:

1. Labor: No tax will be assessed since the labor is purchased directly by the State or one of its agencies.

2. Materials: Taxes will be assessed on material purchased for the project.

C. A subcontractor on this project shall pay tax as follows:

1. Labor:

a. Taxes will be assessed because this labor is not purchased directly by the state or one of its agencies.

b. Labor will not be taxed on projects calling for the original construction of a building or for repair or remodeling of a residence.

2. Materials: Taxes will be assessed on materials purchased for the project.

D. Whether sales tax should be paid to the Department of Revenue by a subcontractor on the subcontractor's labor services will depend upon whether the project qualifies as the original construction of a building or facility or as the repair or remodeling of a residence. The contractor and each subcontractor will be responsible for determining whether labor services for the project qualifies for such exemption and for including the correct amount of state, county, and city sales tax applicable to this project. Contractors and subcontractors must include all sales tax due on materials, which are not exempt on this project. Any questions should be addressed to the Kansas Department of Revenue, Division of Taxation, Taxpayer Assistance Center. (785) 296-0222.

E. A general contractor or other contractor that contracts directly with the State of Kansas shall obtain copies of the Kansas Retailers Sales Tax Registration certificates from all its subcontractors on this project and have them available at the jobsite upon request.

1.9 FEDERAL TAX

A. Federal Tax Included: Bidder acknowledges that the cost for the Federal Excise Tax has been included in quoted prices on the Bid Form, to cover the cost of said tax on all items of construction, equipment, and material subject to such tax.

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1.10 PAYMENTS TO CONTRACTOR

A. The Owner will make partial payments to the Contractor for the value, proportionate to the amount of the Contract, of all labor and material incorporated in the work during the preceding calendar month upon receipt of certification from the Project Architect/Engineer.

B. The Contractor shall submit to the Project Architect/Engineer a request for certification for each payment, on current AIA documents G702 and G703 or similar type document. Each item identified on the

Schedule of Values shall be broken down into material and labor as separate items on the G703. This request for certification shall include the Contractor's detailed estimate of all items and activities of work to be performed, in the space provided on the form. If requested, the statement shall be supported by such evidence as may be required, showing the Contractor's right to the payment claimed.

1. Project Architect/Engineer will review, approve and forward undisputed requests to the Owner within seven (7) days of receipt.

C. Request for payment for preparatory work and materials delivered and suitably stored at the site to be incorporated into the work at some future period, will be given due consideration. The Project

Architect/Engineer may, under certain circumstances, approve payment up to ninety percent (90%) of the value of manufactured products delivered to a suitable warehouse at or near the locale of the project. Contractor assumes all risk associated with stored products and is responsible for any damages that may occur.

D. Payments by the Owner will be due within thirty (30) days after receipt of certified request for payment from the Project Architect/Engineer.

E. Ten percent (10%) of the Work Completed to Date will be retained on each payment request until final completion and acceptance of all Work covered by the Contract.

F. Retainage will be released on any undisputed payment within thirty (30) days after Substantial

Completion of the project.

1.11 CHANGE ORDERS

A. Owner and Contractor shall execute appropriate Change Orders covering:

1. Changes in Contract Price or Contract Times which are agreed to by the parties, including any undisputed sum or amount of time for Work performed in accordance with a Work Change Order.

2. Changes in the Work which are: a) ordered by Owner or b) agreed to by the parties or c) resulting from the Architect/Engineer’s decision, subject to the need for Architect/Engineer’s recommendation if the change in the Work involves the design (as set forth in the Drawings, Specifications, or otherwise), or other technical matters.

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3. Changes in the Contract Price or Contract Times or other changes which embody the substance of any final binding results.

4. Request for changes in Contract Time shall be submitted monthly. Changes in Contract Time not submitted monthly shall not be considered.

B. No changes in the work covered by the Contract Documents shall be made without having such change executed by Contract Change Order and approved in writing by the Project Manager.

1.12 PRE-CONSTRUCTION

A. Requirements: Prior to starting construction, the following items shall be completed.

1. Receipt of “Purchase Order” from State of Kansas, Division of Purchases.

2. Contractor’s completion of a Pre-Construction Meeting with KDWP personnel.

3. Receipt of “Notice to Proceed” from KDWP Engineering Services Section.

4. Progress Schedule: The contractor will provide a progress schedule either at the pre-construction meeting or within 10 business days before the anticipated beginning of work on the project. Plan and organize the work to meet the Contract Time. An adjusted schedule may be required should the work fall behind the latest schedule by 14 Calendar days and/or if a planned sequencing change is required to complete the work within the Contract Time.

1.13 SUBMITTALS

A. Addressing of Submittals: Points of Contact for submittals, notifications, and reports required by the

Specifications and Conditions of the Contract will be provided at the time of award.

B. Format and Identification: Project name shall be on all submittals. Submittals shall be approved by the General Contractor prior to submittal to the Architect/Engineer. All copies shall have an indication of General Contractor approval.

C. Marking and Legibility: Submittals in the form of manufacturer’s standard preprinted data and brochures shall be suitably marked by Contractor to designate the information, materials, and products applicable to the Project.

D. Copies: Contractor shall provide 2 copies of each submittal for Owner’s records plus the number of copies needed by Contractor.

E. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Architect/Engineer’s receipt of submittal.

1. Initial Review: Allow 7 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect/Engineer will advise

Contractor when a submittal being processed must be delayed for coordination.

2. Resubmittal Review: Allow 5 days for review of each resubmittal.

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1.14 GENERAL GUARANTEE

A. The Contractor shall remedy and make good all defective workmanship and materials and pay for any damage to other work or property resulting therefrom, which appear within a period of one year from the date of final project completion, providing such defects are not clearly due to abuse or misuse by Owner. The Owner will give notice of observed defects with reasonable promptness. The one (1) year period will not apply to defective workmanship and materials not discovered within the one-year period.

B. Neither the Certificate of Substantial Completion, Final Certificate for Payment, nor any provision in the Contract Documents, nor partial or entire occupancy of the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the

Contractor of liability in respect to any expressed warranties or responsibility for faulty materials or workmanship.

C. The guarantee on all work covered under this contract shall begin on the date of final project completion/acceptance. Any additional work in this area shall be considered warranty work by the Contractor.

D. Where guarantees or warranties are required in sections of specifications for period more than one year, such longer terms shall apply.

E. Within nine months after official acceptance of the Project, the Owner, the Contractor, the Project

Architect/Engineer, and Project Manager shall conduct a full inspection of the completed project and the Contractor shall promptly correct all items noted.

F. If, within one year after the date of final completion of the work or designated portion thereof, or after the date for commencement of warranties, or by terms of an applicable special warranty required by the Contract Documents, any of the work is found not to be in accordance with the requirements of the Contract Documents, the Contractor shall correct it promptly after receipt of written notice from the Project Architect/Engineer/Owner to do so unless the Project

Architect/Engineer/Owner has previously given the Contractor a written acceptance of such condition.

G. Nothing contained in this Article shall be construed to establish a period of limitation with respect to other obligations which the Contractor might have under the Contract Documents. Establishment of time period of one year as described in this Article relates only to the specific obligation of the

Contractor to correct the Work and has no relationship to the time with which the obligation to comply with the Contract documents may be sought to be enforced, nor to the time within which proceedings may be commenced to establish the Contractor’s liability with respect to his obligations other than specifically to correct the Work.

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1.15 GUARANTEES AND WARRANTIES

A. General: Provide guaranties and warranties in accordance with the General Conditions of the

Contract and as required by the Specifications.

B. Submittal: Points of Contact for submitting warranties and guarantees shall be provided at the time of award.

1.16 MATERIAL, EQUIPMENT, AND SUBSTITUTIONS

A. Materials and Products: In general, the Contract Documents identify the required materials and equipment by naming one or more manufacturer’s brand name, model number, catalog number, or other similar proprietary identification. Where one or more proprietary identifications or manufacturers is listed for a category of material and equipment, the intent is that the Contractor may provide any of those listed. Bids shall be based on Contractor providing only those materials and equipment named and identified in the Contract Documents.

B. Material Quality: Contractor provided material and equipment shall be new, unused, and undamaged when delivered to the site.

C. Substitutions: Materials and equipment not named in the Contract Documents which the Contractor wishes to provide will be considered as a substitution in accordance with the following procedures and conditions and may be provided only when approved by the Owner.

1. Substitution Requests: When request for substitution is made after execution of the Contract, Contractor shall request it in writing and it shall be accompanied by complete information to allow Owner’s analysis including, manufacturers and product identification, technical data including performance, dimensional and operational characteristics, cost data impact on time for completion, samples, and other information necessary for analysis. Include an itemized comparison of the qualities and characteristics of the specified item versus those of the substitution item. Submit 2 copies of request and accompanying information and clearly identify as “Request for Substitution” followed by appropriate Project Name.

2. Owner will consider substitutions only under one or more of the following conditions:

a. Required for compliance with subsequent interpretations of code requirements.

b. Unavailability of a specified item, through no fault of Contractor.

c. Subsequent information discloses inability of specified item to perform properly or fit in designated space.

d. Manufacturer of fabricator refuses to certify, guarantee, or warranty performance of specified item.

e. When the Owner determines that in his judgment a substitution would be substantially to the Owner’s best interest in terms of cost, time, or other considerations.

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3. Contractor’s Representations: By submitting a request for substitution, Contractor represents the following:

a. Proposed substitution has been personally investigated by Contractor.

b. The substitution material or equipment carries the same or better warranty or guarantee as the specified item.

c. Cost data presented is complete and includes all related costs under the Contract, and

Contractor waives all claims for additional costs related to the substitution and the Project which subsequently become apparent.

d. Installation of an approved substitution shall be coordinated with all portions of the Work, and that changes as may be necessary shall be made so that the Work is complete in all respects.

1.17 TEMPORARY FACILITIES AND CONTROLS

A. General: Contractor shall provide temporary facilities and controls necessary to complete the Work.

Remove Contractor provided temporary facilities and controls upon completion of the Work and sooner when no longer needed.

B. Contractor’s Field Office and Storage: Space for a field office within the work area is acceptable. An exterior area to accommodate a field office or material storage at the work site, if requested by

Contractor, will be provided at a location to be designated by the Owner. Owner is not responsible for safe keeping or protection of materials of equipment stored on Owner’s property.

C. Equipment: Equipment left on site shall be stored in staging area approved by KDWP.

D. Toilet Facilities: Not provided.

E. Water: Not provided.

F. Electric and Lighting: Not provided.

G. Telephone: Not provided.

1.18 ADDITIONAL REQUIREMENTS

A. Existing Facilities: The Contractor shall take all necessary precautions to insure against damage to existing facilities and their contents. Any damaged items shall be repaired or replaced by the

Contractor at no additional cost to the Owner.

B. Protection of Work: The Contractor shall take all necessary precautions to insure against damage to

Products and Work. Any damaged items shall be replaced, or repaired, to eliminate evidence of repair, at no additional cost to the Owner.

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C. Project Maintenance: Remove debris and rubbish from the work site as frequently as necessary to avoid safety hazards and unsightliness, and at the end of each workday.

D. The Contractor shall carefully preserve all monuments, benchmarks, property markers, reference points, and stakes. In case of his destruction thereof, the Contractor will be charged with the expense of replacement and shall be responsible for any mistake or loss of time that may be caused. In the cases of permanent monuments or benchmarks which must be removed or disturbed, the Contractor shall furnish material and assistance for the proper replacement of such monuments or benchmarks.

1.19 INSPECTIONS

A. Inspections: Inspections will be conducted by the Architect/Engineer/Project Manager (or the designated representative) as frequently as deemed necessary.

B. Notifications: The Contractor shall give the Project Manager a minimum of 24 (twenty-four) hour notice prior to any concrete pours or concealment or covering for inspection purposes.

C. Inspections conducted by the Architect/Engineer/Project Manager (or the designated representative) does not relieve Contractor from compliance of Contract Documents.

1.20 SALAVAGE & EXISTING FACILITIES

A. Salvage: KDWP shall have first rights of refusal for all removed equipment and materials, including but not limited to electrical distribution equipment and water hydrants. Any items not claimed by

KDWP (as indicated by a signed document by KDWP Project Manager) are to be removed and legally disposed of by the Contractor.

B. Existing underground wiring is generally to be abandoned in place, except where removal is necessary to coordinate with new installation. Where existing wiring to be abandoned in place rises from the ground, it is to be removed down to its normal burial depth so as not to be exposed near the ground surface.

C. Existing Facilities: The Contractor shall take all necessary precautions to insure against damage to existing facilities and their contents. Any damaged items shall be repaired or replaced by the

Contractor at no additional cost to the Owner.

D. Utilization of Materials: All materials, including rock excavated from the work or structures removed from the site, not belonging to other parties, and not required for new construction, shall be and remain the property of the Owner and shall be delivered and neatly piled by the Contractor at a point designated by the Owner/Architect/Engineer. Such material shall be considered in the custody of the Contractor until delivered at the place designated and the Contractor shall be held responsible for its care and protection and must make good any losses occasioned by damage, theft, or misappropriation while it is on the work site or enroute to the place of storage.

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01010 - 11

1.21 PRE-FINAL AND FINAL CONSTRUCTION REVIEW

A. At Contractor’s request, Owner/Architect/Engineer will make pre-final construction review to determine if to the best of its knowledge project is completed in accordance with Contract Documents.

B. Items found by Owner/Architect/Engineer as not complete or not in accordance with requirements of contract will be outlined in report to Owner/Architect/Engineer for forwarding to Subcontractors. Subcontractor shall complete and/or correct these items, before notifying Owner/Architect/Engineer it is ready for final review.

C. At final construction review, Contractors shall be present or shall be represented by a person of authority. Each shall demonstrate, as directed by Owner/Architect/Engineer that work complies with purpose and intent of contract documents and shall provide labor, services, instruments, or tools necessary for such demonstrations and tests.

- - END OF SECTION - -

Chase State Fishing Lake Testing Services

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SECTION 01 1400 – TESTING SERVICES

PART 1 - GENERAL

1.1 SUMMARY

A. All laboratory tests to determine compliance with the Contract Documents shall be performed by an independent commercial testing firm acceptable to the Project Manager. The testing firm’s laboratory shall be staffed with experienced technicians, properly equipped, and fully qualified to perform the tests in accordance with the specified standards.

B. Testing necessary to satisfy Contractor’s internal quality control procedures and bid requirements shall be the sole responsibility of the Contractor.

1.2 TESTING SERVICES FURNISHED BY CONTRACTOR

A. Unless otherwise specified, Contractor shall provide all testing services in connection with the following:

1. Soil Compaction for areas where trees are removed from the upstream and downstream slopes and area downstream of the outlet structure.

a. Optimum moisture-maximum density curve for each type of soil encountered in subgrade in accordance with ASTM D698.

B. Contractor shall obtain KDWP’s acceptance of the testing firm(s) before having services performed and shall pay all costs for these testing services.

C. No testing services will be provided by the Owner.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 1400

Chase State Fishing Lake Demolition

Drawdown Tower Improvements 02 4116 - 1

April 2025

SECTION 02 4116 - DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Demolition and removal of existing 24” slide gate and 4” gate valve within the Chase

State Fishing Lake drawdown tower.

1.2 MATERIALS OWNERSHIP

A. Historic items, relics, antiques, and similar objects including, but not limited to, cornerstones and their contents, commemorative plaques and tablets, and other items of interest or value to

Owner that may be uncovered during demolition remain the property of Owner.

1. Carefully salvage in a manner to prevent damage and promptly return to Owner.

1.3 SUBMITTALS

A. Pre-demolition photographs or video.

1.4 QUALITY ASSURANCE

A. Regulatory Requirements: Comply with hauling and disposal regulations of authorities having jurisdiction.

1.5 PROJECT CONDITIONS

A. Hazardous Materials: It is not expected that hazardous materials will be encountered in the

Work.

1. If materials suspected of containing hazardous materials are encountered, do not disturb;

immediately notify Engineer and Owner. Hazardous materials will be removed by Owner under a separate contract.

B. Arrange demolition schedule so as not to interfere with Owner's on-site operations.

Chase State Fishing Lake Demolition

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PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 PROTECTION

A. Protect adjacent site during demolition operations.

1. Protect existing site improvements, appurtenances, and landscaping to remain.

3.2 DEMOLITION

A. General: Demolish indicated site improvements completely. Use methods required to complete the Work within limitations of governing regulations.

B. Site Access and Temporary Controls: Conduct debris-removal operations to ensure minimum interference with facilities.

1. Use water mist and other suitable methods to limit spread of dust and dirt. Comply with governing environmental-protection regulations.

C. Explosives: Use of explosives is not permitted.

D. Promptly repair damage to adjacent site caused by demolition operations.

3.3 CLEANING

A. Remove demolition waste materials from Project site and legally dispose of them in a landfill acceptable to authorities having jurisdiction.

B. Clean drawdown tower of dust, dirt, and debris caused by demolition operations. Return adjacent areas to condition existing before demolition operations began.

END OF SECTION 02 4116

Chase State Fishing Lake Site Clearing

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April 2025

SECTION 31 1000 - SITE CLEARING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Protecting existing vegetation to remain.

2. Temporary erosion and sedimentation control.

3. Clearing and grubbing along downstream and upstream slopes of dam.

4. Disposal of surplus and waste materials.

1.2 MATERIAL OWNERSHIP

A. Except for stripped topsoil and other materials indicated to be stockpiled or otherwise remain

Owner's property, cleared materials shall become Contractor's property and shall be removed from Project site.

1.3 PROJECT CONDITIONS

A. Utility Locator Service: Notify utility locator service for area where Project is located before site clearing.

B. Do not commence site clearing operations until temporary erosion- and sedimentation-control measures are in place.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Satisfactory Soil Material: Requirements for satisfactory soil material are specified in

Section 31 2000 "Earth Moving."

1. Obtain approved borrow soil material off-site when satisfactory soil material is not available on-site.

PART 3 - EXECUTION

3.1 PREPARATION

A. Protect and maintain benchmarks and survey control points from disturbance during construction.

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April 2025

B. Locate and clearly identify trees, shrubs, and other vegetation to remain.

C. Protect existing site improvements to remain from damage during construction.

1. Restore damaged improvements to their original condition, as acceptable to Owner.

3.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL

A. Provide temporary erosion- and sedimentation-control measures to prevent soil erosion and discharge of soil-bearing water runoff.

B. Verify that flows of water redirected from construction areas or generated by construction activity do not enter or cross protection zones.

C. Inspect, maintain, and repair erosion- and sedimentation-control measures during construction until permanent vegetation has been established.

D. Remove erosion and sedimentation controls, and restore and stabilize areas disturbed during removal.

3.3 EXISTING UTILITIES

A. Interrupting Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others, unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Owner not less than two days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Owner’s written permission.

3.4 CLEARING AND GRUBBING

A. Remove obstructions, trees, shrubs, and other vegetation from upstream and downstream slopes of dam.

1. Identify trees, shrubs, and other vegetation to be removed on upstream and downstream slopes.

2. Grind down stumps and remove roots, obstructions, and debris to a depth of 18 inches below exposed subgrade.

B. Fill depressions caused by clearing and grubbing operations with satisfactory soil material unless further excavation or earthwork is indicated.

1. Place fill material in horizontal layers not exceeding a loose depth of 8 inches and compact each layer to a density equal to adjacent original ground.

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3.5 DISPOSAL OF SURPLUS AND WASTE MATERIALS

A. Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials, and waste materials including trash and debris, and legally dispose of them off Owner's property.

END OF SECTION 31 1000

Chase State Fishing Lake Earth Moving

Drawdown Tower Improvements 31 2000 - 1

April 2025

SECTION 31 2000 - EARTH MOVING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Excavating and backfilling for grading the drainage channel from the Chase State Fishing

Lake new dam outlet structure (By Others) to Prather Creek and where tree removal occurs on the upstream and downstream slopes of the dam.

1.2 DEFINITIONS

A. Backfill: Soil material used to fill an excavation.

1. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to support sides of pipe.

2. Final Backfill: Backfill placed over initial backfill to fill a trench.

B. Borrow Soil: Satisfactory soil imported from off-site or on-site for use as fill or backfill.

C. Excavation: Removal of material encountered above subgrade elevations and to lines and dimensions indicated.

1. Authorized Additional Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions as directed by Engineer. Authorized additional excavation and replacement material will be paid for according to Contract provisions for changes in the Work.

2. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated lines and dimensions without direction by Engineer. Unauthorized excavation, as well as remedial work directed by Engineer, shall be without additional compensation.

D. Fill: Soil materials used to raise existing grades.

E. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below the ground surface.

F. Subgrade: Uppermost surface of an excavation or the top surface of a fill or backfill immediately below subbase, drainage fill, drainage course, or topsoil materials.

G. Utilities: On-site underground pipes, conduits, ducts, and cables as well as underground services within buildings.

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April 2025

1.3 PROJECT CONDITIONS

A. Utility Locator Service: Notify utility locator service for area where Project is located before beginning earth-moving operations.

PART 2 - PRODUCTS

2.1 SOIL MATERIALS

A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations.

B. Satisfactory Soils: Imported material free of rock or gravel larger than 3 inches in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter.

PART 3 - EXECUTION

3.1 PREPARATION

A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, undermining, washout, and other hazards created by earth-moving operations.

B. Protect and maintain erosion and sedimentation controls during earth-moving operations.

C. Protect subgrades and foundation soils from freezing temperatures and frost. Remove temporary protection before placing subsequent materials.

3.2 EXCAVATION, GENERAL

A. Unclassified Excavation: Excavate to subgrade elevations regardless of the character of surface and subsurface conditions encountered. Unclassified excavated materials may include rock, soil materials, and obstructions. No changes in the Contract Sum or the Contract Time will be authorized for rock excavation or removal of obstructions.

1. If excavated materials intended for fill and backfill include unsatisfactory soil materials and rock, replace with satisfactory soil materials.

3.3 STORAGE OF SOIL MATERIALS

A. Stockpile borrow soil materials and excavated satisfactory soil materials without intermixing.

Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust.

1. Stockpile soil materials away from edge of excavations.

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3.4 SOIL FILL

A. Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill material will bond with existing material.

B. Place and compact fill material in layers to required elevations as follows:

1. Under grass and planted areas, use satisfactory soil material.

3.5 COMPACTION OF SOIL BACKFILLS AND FILLS

A. Place backfill and fill soil materials in layers not more than 9 inches in loose depth for material compacted by heavy compaction equipment and not more than 4 inches in loose depth for material compacted by hand-operated tampers.

B. Compact soil materials to not less than the following percentages of maximum dry unit weight according to ASTM D 698:

1. For all areas scarify and recompact top 6 inches below subgrade and compact each layer of backfill or fill soil material at 95 percent of maximum density at optimum moisture content.

3.6 GRADING

A. General: Uniformly grade areas to a smooth surface, free of irregular surface changes.