Schedule of Prices (Doc CC).pdf

Wright Co. 2026 Batch and Build Edge-of-Field Project DOCUMENT CC

Bid No. EOF 2026-03 PROPOSAL AND SCHEDULE OF PRICES

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Time and Date for Bid Submissions: 3:00 PM, 10/6/2026 Via IMPACS:

https://bids.sciquest.com/apps/Router/PublicEvent?CustomerOrg=DASIowa

Time and Date of Bid Opening: 3:00 PM, October 6, 2026

Bid Opening Teleconference: 1-469-998-7627 code:484912548#

Project Description and Location: Wright Co. 2026 Batch and Build Edge-of-Field Project Wright County, Iowa

PROPOSAL AND SCHEDULE OF PRICES

Proposal of ___________________________________________________________________________________ (Name of Bidder)

Located at ( ) (Address) (Telephone Number)

Amount of Proposal Guarantee

Description of Work Specified Completion Date Liquidated Damages

10% of Base Bid

All Work Except Seeding June 1, 2027 $175.00 Per Day

Seeding June 1, 2027 $125.00 Per Day

The undersigned hereby agrees, if awarded the contract, to execute the proposed contract and to furnish satisfactory Performance Bond in an amount not less than one hundred percent (100%) of the contract award within fourteen (14) days from the date when Notice-of-Award is received, and to provide all supervision, labor, materials, and equipment required to complete the project designated above, for the prices hereinafter set forth, in strict compliance with the Contract Documents prepared by the Division.

Further, the parties agree and acknowledge as follows:

• The amount of loss or damages likely to be incurred by Division are uncertain and said loss is incapable or very difficult to quantify and estimate;

• The amount specified for liquidated damages herein bear a reasonable relationship to, and are not plainly or grossly disproportionate to, the probable loss likely to be incurred by Division in connection with any delay on part of the Contractor;

• The amount of liquidated damages fixed herein bears a reasonable relationship to Division’s anticipated losses and/or actual losses;

• The amount of liquidated damages herein fairly approximates Division’s loss at the time of making of this Agreement;

• The amount of liquidated damages fixed herein are fair and reasonable and it approximates to the extent possible the actual loss to Division as a result of any delay on the part of Contractor; and

• Division and Contractor are sophisticated parties and negotiated this Agreement at arm’s length.

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Now therefore, in consideration of the mutual obligations set forth herein, the receipt and sufficiency of which is hereby acknowledged, the parties agree as follows:

• Contractor will commence the work after the Preconstruction Conference and by the Construction Start Date approved by Division in the Construction Progress Schedule.

• Contractor will complete the work within the specified time period identified in the contract, or as amended, or be responsible for liquidated damages per day as set forth in the above table.

• The liquidated damages may be withheld from payments made to the Contractor by the Division upon written notice that liquidated damages have begun to accrue, and such damages are in addition to other remedies available as provided for in this contract and applicable law.

A Proposal Guarantee in the amount stipulated herein is included with this proposal, to be forfeited to the Division, if the undersigned fails or refuses to execute the contract and furnish satisfactory Performance Bond, if awarded the contract.

By _______________________________________________ (Signed)

(Title) (Date)

In executing this proposal, Bidder acknowledges receipt of Addendum Number _____ dated ____________________

In executing this proposal, Bidder acknowledges receipt of Addendum Number _____ dated ____________________

In executing this proposal, Bidder acknowledges receipt of Addendum Number _____ dated ____________________

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THE FOLLOWING AFFIDAVIT MUST BE COMPLETED AND NOTARIZED, OR THIS BID WILL BE REJECTED

AFFIDAVIT

The signatory, being duly sworn, does depose and say that the undersigned is an authorized representative of:

(Name of Firm)

Located at ____________________________________________________________________________________ hereinafter referred to as “Bidder” and does hereby affirm to have personal knowledge that said Bidder has thoroughly examined the Contract Documents, carefully prepared the Proposal and Schedule of Prices form, and has checked the same in detail before submitting; and that said Bidder, or the agents, officers, or employees thereof, have not, either directly or indirectly, entered into any agreement, participated in any collusion or fraud, or otherwise taken any action in restraint of free competitive bidding in connection with this bid.

(Signed)

Subscribed and sworn to before me this _________ day of ________________________________, 20______

(Signed, Notary)

My Commission Expires _______________, 20______

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SCHEDULE OF PRICES

Wright Co. 2026 Batch and Build Edge-of-Field Project Contract No. EOF 2026-03 Wright County, Iowa

Name of Bidder: _______________________________

Bioreactor and Saturated Buffer Installations

Item No. Work or Material Spec No.

Estimate d

Quantity Unit Unit Price Total

1 Seeding IA-6; IA-342 2 AC

2 Mobilization and Demobilization CS-8 1 LS

3 Tile Investigation IA-9 18 HR

4 Water Level Control Structure (WCS) - 3 compartment 5' X 10" Dia. IA-PS-604 1 EA

5 Water Level Control Structure (WCS) - 2 compartment 4' X 6" Dia.

IA-PS-604; IA-

PS-605

2 EA

6 Water Level Control Structure (WCS) - 2 compartment 4' X 8" Dia. IA-PS-604 2 EA

7 Water Level Control Structure (WCS) - 2 compartment 5' X 6" Dia. IA-PS-604 1 EA

8 Water Level Control Structure (WCS) - 2 compartment 5' X 8" Dia. IA-PS-604 1 EA

9 Water Level Control Structure (WCS) - 2 compartment 6' X 12" Dia. IA-PS-604 1 EA

10 Water Level Control Structure (WCS) - 2 compartment 6' X 6" Dia.

IA-PS-604; IA-

PS-605

4 EA

11 Water Level Control Structure (WCS) - 2 compartment 6' X 8" Dia. IA-PS-604 1 EA

12 Water Level Control Structure (WCS) - 2 compartment 7' X 10" Dia. IA-PS-604 1 EA

13 Water Level Control Structure (WCS) - 2 compartment 7' X 8" Dia.

IA-PS-604; IA-

PS-605

1 EA

14 Water Level Control Structure (WCS) - 2 compartment 8' X 6" Dia.

IA-PS-604; IA-

PS-605

1 EA

15 Water Level Control Structure (WCS) - 2 compartment 8' X 8" Dia. IA-PS-604 2 EA

16 Water Level Control Structure (WCS) - 3 compartment 4' X 8" Dia. IA-PS-604 1 EA

17 Wood Chips (delivered and placed) IA-605 532 CY

18 Excavation IA-21 558 CY

19 Earthfill IA-23 485 CY

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20 Fiberglass Marker Flag IA-PS-604; IA-

PS-605

37 EA

21 Class II Nonwoven Geotextile Fabric (Type IV)

IA-95; IA-PS-

373 SY

22 Black Plastic, 4mil IA-605 606 SY

23 6" Cap IA-45; IA-46 23 EA

24 6"x 6" Y IA-45; IA-46 1 EA

25 6" x 6" x 6" T IA-45; IA-46 9 EA

26 6"x 6" x 8" T IA-45; IA-46 1 EA

27 8"x 8"x 6" T IA-45; IA-46 7 EA

28 10"x 10"x 6" T IA-45; IA-46 1 EA

29 12"x 12"x 6" T IA-45; IA-46 2 EA

30 10"x 10"x 6"x 6" Cross IA-45; IA-46 1 EA

31 8"x 8"x 6"x 6" Cross IA-45; IA-46 2 EA

32 6" Dia. Perforated Tile CPT IA-45; IA-46 9326 LF

33 6" Dia. Non-Perforated Tile CPT IA-45; IA-46 462 LF

34 8" Dia. Non-Perforated Tile CPT IA-45; IA-46 582 LF

35 10" Dia. Non-Perforated Tile CPT IA-45; IA-46 136 LF

36 12" Dia. Non-Perforated Tile CPT IA-45; IA-46 62 LF

37 6" CMP w/ Animal Guard IA-46; IA-51 60 FT

38 8" CMP w/ Animal Guard IA-46; IA-51 120 FT

39 10" CMP w/ Animal Guard IA-46; IA-51 40 FT

40 12" CMP w/ Animal Guard IA-46; IA-51 20 FT

41 Field Connection IA-45; IA-46 2 EA

Remove, Salvage, and Re-Install Existing Water Control Structure (WCS)

- 2 compartment 6'x6" Dia.

IA-003; IA-PS-

1 EA

TOTAL From this Section

TOTAL BASE BID………………………………………………………………………………………$________________

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END OF DOCUMENT CC

Worksheet purposes only. Bids will only be accepted through the online Iowa Management of Procurement & Contracts System (IMPACS).

To register and learn about IMPACS, go to:

https://das.iowa.gov/state-employees/procurement/iowa-management-procurement-and-contracts-system-impacs