Addendum 1

Bob Keefer Center | 250 S. 32nd St., Springfield OR 97478-6302 541-736-4544 | willamalane.org

DATE: May 18th, 2026 PROJECT: Dorris Ranch Nature Playground OWNER: Willamalane Park and Recreation District 250 S. 32nd Street Springfield, OR 97478 TO: Bidders

Bids Due: 2:00 p.m. and Bid Opening: 2:05 p.m., May 27th, 2026 Bob Keefer Center, 250 South 32nd Street

Springfield, Oregon 97478

This addendum modifies the Contract Documents for the subject project and shall become a part of the Contract Documents. Except as modified in this Addendum, the Project Manual containing the Contract Documents dated May 6th, 2026 to remain in effect and control all submissions. Bidders shall acknowledge receipt of this addendum in the space provided in Section 00 41 13-Bid Form and also on the outside of your bid envelope.

Failure to do so may subject bidder to disqualification.

Please note the following corrections, revisions and clarifications to the Contract Documents:

General:

1. A matrix showing the owner provided/installed products is attached.

2. Installation detail from the manufacturer of the log bridge is attached to clarify that the required installation is with the base plate. Foundation details are also shown – note dimensions are in metric.

3. Bid Alternate 2 is added to the project. Include construction of approximately 90 l.f.of split rail fence in the locations shown on the attached plan (line shown in red). See fence detail attached to this addendum also.

Attachments:

Owner/contractor provided product matrix Log bridge installation detail Fence plan and detail Revised Bid Form Prebid meeting sign in sheet

End of Addendum #1

Owner purchased

Owner installed

Contractor purchased

Contractor installed

Embankment slide Log bridge Pea gravel scoopers Bird nest Tree height boards Benches (log and plastic) Picnic tables Trash cans Bike racks

DORRIS RANCH NATURE PLAYGROUND - matrix for owner/contractor supplied/installed items

FOUNDATION DEPTH

300 SURFACE

BUILD UP

ELEVATION VIEW

TOP OF CONCRETE

FINISHED FLOOR LEVEL

PLAN VIEW

ISO VIEW

POST

BEAM

FOUNDATION

NET

SHEET 1: OVERVIEW

SHEET 2: FOUNDATION

SHEET 3: EN1176 SURFACING

SHEET 4: ASTM.CSA SURFACING

ALL EXPOSED EDGES TO HAVE A CHAMFER OF 3MM RADIUS.

m²

Foundation Width mm Length mm Concrete Depth mm

REVISIONS

REV. DESCRIPTION DATE DRAWN CHECKED ECN

06 FIRST EDITION 07/08/2025 AH CC

Duncan & Grove duncanandgrove.com

020 7112 7551

11/08/2025

DESCRIPTION

Net Bridge No.3 Robinia

DRAWING NUMBER

NP.NB.03.2.G

REV

SHEET 1 OF 4

DATE

GENERAL TOLERANCES

(x): ±0.5 (0.x): ±0.2 (0.0x)±0.01

ALL ANGLES ±0.25°

ALL DIMENSIONS IN MM

DO NOT SCALE DRAWINGNOTES:

THIRD ANGLE

© Duncan & Grove Group 2015-2024.

Text, illustrations and technical information are confidential and protected by copyright. Information is proprietary and must not be copied or made available to any third party, without express permission of the sole proprietors Duncan

& Grove Group. WEIGHT: 1156.69 KG

OLD REF

FOUNDATION DEPTH

300 SURFACE

BUILD UP

ELEVATION VIEW

TOP OF CONCRETE

FINISHED FLOOR LEVEL

AA

VIEW

SECTION A-A

TOP OF CONCRETE

SCALE 1 : 20

EQUIPMENT CENTER

Foundation Width 775mm Length 900mm Concrete Depth 500 mm

SHEET 1: OVERVIEW

SHEET 2: FOUNDATION

SHEET 3: EN1176 SURFACING

SHEET 4: ASTM.CSA SURFACING

ALL EXPOSED EDGES TO HAVE A CHAMFER OF 3MM RADIUS.

m²

REVISIONS

REV. DESCRIPTION DATE DRAWN CHECKED ECN

06 FIRST EDITION 07/08/2025 AH CC

Duncan & Grove duncanandgrove.com

020 7112 7551

11/08/2025

DESCRIPTION

Net Bridge No.3 Robinia

DRAWING NUMBER

NP.NB.03.2.G

REV

SHEET 2 OF 4

DATE

GENERAL TOLERANCES

(x): ±0.5 (0.x): ±0.2 (0.0x)±0.01

ALL ANGLES ±0.25°

ALL DIMENSIONS IN MM

DO NOT SCALE DRAWINGNOTES:

THIRD ANGLE

© Duncan & Grove Group 2015-2024.

Text, illustrations and technical information are confidential and protected by copyright. Information is proprietary and must not be copied or made available to any third party, without express permission of the sole proprietors Duncan

BB

VIEW

5 1850 1850

ASTM.CSA SAFETY

SURFACING 41m²

SHEET 1: OVERVIEW

SHEET 2: FOUNDATION

SHEET 3: EN1176 SURFACING

SHEET 4: ASTM.CSA SURFACING

ALL EXPOSED EDGES TO HAVE A CHAMFER OF 3MM RADIUS.

REVISIONS

REV. DESCRIPTION DATE DRAWN CHECKED ECN

06 FIRST EDITION 07/08/2025 AH CC

Duncan & Grove duncanandgrove.com

020 7112 7551

11/08/2025

DESCRIPTION

Net Bridge No.3 Robinia

DRAWING NUMBER

NP.NB.03.2.G

REV

SHEET 4 OF 4

DATE

GENERAL TOLERANCES

(x): ±0.5 (0.x): ±0.2 (0.0x)±0.01

ALL ANGLES ±0.25°

ALL DIMENSIONS IN MM

DO NOT SCALE DRAWINGNOTES:

THIRD ANGLE

© Duncan & Grove Group 2015-2024.

Text, illustrations and technical information are confidential and protected by copyright. Information is proprietary and must not be copied or made available to any third party, without express permission of the sole proprietors Duncan

A

[SU] Surface Build Up STANDARD 300mm MINIMUM EN1176 Critical Fall Height Surface Build Up

DETAIL A

SCALE 1 : 3

M16 Hilti 155mm

M16 Set Screw

Form C Washer

M16 Set Screw

M16 Nyloc

PLTB - BASE PLATE - MASTER

Minimum Depth for foundation 200mm

Timber Pole

Finish Floor Level

Concrete

Form C Washer

SHEET 1:

SHEET 2:

SHEET 3:

MATERIALS AS PER D&G MATERIAL SCHEDULE (FIELDWIRE).

ALL EXPOSED EDGES TO HAVE A CHAMFER OF 3MM RADIUS.

D&G Baseplate Footing

REVISIONS

REV. DESCRIPTION DATE DRAWN CHECKED ECN

ITEM NO. PART NUMBER DESCRIPTION QTY.

1 PLT - FOOTINGS

GROUND - MASTER V2 SH.PLT-220-Dia-1140-Round-M16 1

2 PLTB - BASE PLATE -

MASTER

SU70 160mm Width - Baseplate Steel Footing 1

3 Part1^Baseplate Foundation Example 1

4 M16 Hilti 155mm 8

5 Part4^Foundation Master 1

6 Form C Washer 12

7 M12 Set Screw 18-8 Stainless Steel Hex Head Screw 6 8 90582A116 Nylon-Insert Cap Locknut 6

9 Part5^Foundation Master 1

Duncan & Grove duncanandgrove.com

020 7112 7551

20/02/2024

DESCRIPTION

DRAWING NUMBER REV

SHEET 1 OF 1

DATE

GENERAL TOLERANCES

(x): ±0.5 (0.x): ±0.2 (0.0x)±0.01

ALL ANGLES ±0.25°

ALL DIMENSIONS IN MM

DO NOT SCALE DRAWINGNOTES:

THIRD ANGLE

© Duncan & Grove Group 2015-2023.

Text, illustrations and technical information are confidential and protected by copyright. Information is proprietary and must not be copied or made available to any third party, without express permission of the sole proprietors Duncan

& Grove Group. WEIGHT: KG

J

T ej ej ej ej ej ej

NO

PA

RK

IN

G

ADA

ADA

T

T

2-5 2-5

2-5

5-12

T

6'

60'-1"

19'

35'-5"6'

13'-10"

6'

'-3

44'-8"

33'-11"

29'-10"

55'15'-3"

R10'

'-7

4'-2"

62'-3"

'-1

11'

6'

TY

P. R6 6'

'-9

'-3

'-7 ej

6' M

IN

TYP.

6' M

IN

TYP.

P.O.B.

1'- 4"

6'

TYP.

155°

R

'-3

EDGE OF EXISTING

PARKING LOT

6'

2'

6' MIN.

TYP.

'-1

"53'-4"

2'- 2"

6' 158°

MATERIALS LEGEND

(310)

LIMIT OF WORK

PROPOSED CONTOURS

EXISTING CONTOURS

EQUIPMENT USE ZONE -

MIN 6' OF IMPACT

SURFACING

SUBDRAINAGE

LUMBER EDGER

LOW FENCE - SEE DETAIL

2/L4.4. INSTALL BY OWNER,

EXACT LOCATION TO BE

DETERMINED BY OWNER IN

THE FIELD

EXISTING TREE -

PRESERVE AND PROTECT

4" DEPTH CONCRETE PAVING,

UNLESS OTHERWISE NOTED

COLORED

CRUSHED ROCK PAVING

PEA GRAVEL

ENGINEERED WOOD FIBER

12" DEPTH

LAWN SEEDING

AS SHOWN AND IN ALL DISTURBED AREA,

SEE NOTES ON L4.3

1-2 L4.0

ADA ACCESS RAMP 8

L4.0

L4.0

5-6 L4.0

L4.0

BOULDERS, TYP.

('T' INDICATES TRANSFER BOULDER,

HANDLES ONLY IN LOCATION SHOWN)

18" DIA. BOULDER

24" DIA. BOULDER

36" DIA. BOULDER

1,6 L4.2

CONCRETE STAMPED FOOTPRINTS

AS SPECIFIED

GREY SQUIRREL, AS SPECIFIED

BOBCAT, AS SPECIFIED

48" DIA. BOULDER

ej EXPANSION JOINT

SCORE JOINT

RIP RAP BED,

4' x 4' x 12" DEPTH AT OUTLET

6" DEPTH CONCRETE PAVING

COLORED

1-2 L4.0

18" DIA. COLUMNAR BASALT

24" DIA. COLUMNAR BASALT

36" DIA. COLUMNAR BASALT

BOULDER DEN 3

L4.1

BOULDER SCRAMBLE

T = TRANSFER BOULDER

2,4,5 L4.1

LOG BENCH

OWNER PROVIDED AND

INSTALLED

L4.4

EMBANKMENT SLIDE

OWNER PROVIDED,

CONTRACTOR INSTALLED

4,5 L4.1

COLUMNAR BASALT EDGE

HORIZONTAL - BASE BID,

CONCRETE CURB - ALTERNATIVE 1

L4.1

COLUMNAR BASALT EDGE

VERTICAL

L4.0

LOG BRIDGE (CUSTOM HEIGHT)

30" HEIGHT FROM EWF TO TOP OF LOG,

OWNER PROVIDED, CONTRACTOR

INSTALLED

L4.2

CLIMBING LOGS 3

L4.2

ADA BENCH WITH

COMPANION SPACE

OWNER PROVIDED,

CONTRACTOR INSTALLED, SEE SPECS

BIRD NEST

OWNER PROVIDED,

CONTRACTOR INSTALLED

STONE FORTS 2

L4.2

PEA GRAVEL SCOOPERS

OWNER PROVIDED,

CONTRACTOR INSTALLED, SEE SPECS

GRANARY TREE

PRESERVE AND PROTECT,

OWNER INSTALLED

TREE HEIGHT POSTS &

MEASURING BOARDS

MEASURING BOARDS AND ITS

ATTACHMENT TO POSTS TO BE

FABRICATED BY OTHERS,

CONTRACTOR TO INSTALL

FABRICATED ELEMENT

4-5 L4.2

TRASH RECEPTACLE

OWNER PROVIDED AND INSTALLED

PICNIC TABLE

OWNER PROVIDED,

CONTRACTOR INSTALLED

ADA PARKING 1

L4.1

PLAYGROUND AREA SIGN

AS SPECIFIED,

CONTRACTOR INSTALLED

NO

PARKING

ADA

TRANSFER POST

AT EDGE OF PEA GRAVEL AREA

AS INDICATED ON PLAN

L4.2

LLD ID TAGS

SEE SPECS2-5 5-12

L4.4

L4.3

L4.3

BIKE RACK

OWNER PROVIDED AND

INSTALLED

T

3-5 L4.0

1. LAYOUT TO BE REVIEWED BY OWNER IN THE

FIELD.

2. ALL CURVED SURFACES SHALL HAVE SMOOTH,

CONTINUOUS CURVES AS INDICATED.

3. CONTRACTOR TO STAKE MAIN FEATURES AND

HAVE OWNER'S REPRESENTATIVE APPROVE

STAKING PRIOR TO INSTALLATION.

4. ALL BOULDERS TO BE LAID OUT IN FIELD AS

REVIEWED BY OWNER.

5. FOR ADDITIONAL LAYOUT INFORMATION A CAD

BASE (.DWG FILE) CAN BE PROVIDED TO

CONTRACTOR UPON REQUEST. ANY

DISCREPANCIES BETWEEN INFORMATION

SHOWN AND THE CAD FILE SHALL BE BROUGHT

THE ATTENTION OF THE OWNER'S REP PRIOR

TO CONSTRUCTION.

6. REFER TO PLANTING PLAN FOR PLANTING

LOCATIONS

LAYOUT NOTES

LAYOUT LEGEND

XX'-XX"

RXX'-XX"

XX°

LINEAR DIMENSION

RADIUS DIMENSION

ANGLE DIMENSION

POINT OF BEGINNINGP.O.B.

DORRIS

RANCH

205 Dorris St, Springfield, OR 97477

OWNER CONTACT:

WILLAMALANE PARK &

RECREATION DISTRICT

SIMON DAWS

541-735-0515 simond@willamalane.org

DESIGN CONTACT:

LEARNING LANDSCAPES

DESIGN LLC

MICHELLE MATHIS

503-347-4523 michelle@learninglandscapesdesign.com

BID DRAWINGS

APRIL 28, 2026

D: C:

MATERIALS AND LAYOUT

PLAN

L2.0.1

LB/NS MM/KW

0 5 10 20

IMPERVIOUS SURFACE AREAS

CONCRETE PAVING

- PEDESTRIAN WALKWAY

- PARKING

CRUSHED ROCK PAVING

TOTAL

1,335 SF

265 SF

460 SF

2,060 SF

MATCH LINE A-A'

SEE MATCH LINE A-A'

simond Polygonal Line simond Polygonal Line simond Callout 20 l.f. fence simond Callout 70 l.f. fence

M

IN

10' O.C.

M A

X

LINE POST

RAIL

120" (10') LENGTH, 12-14" GIRTH

6"

6" 6"

END POST

64" HEIGHT, MIN

70" HEIGHT MAX

18" GIRTH MIN

END POST

SLOPE TOP

OF FOOTING

CONCRETE

FOOTING

BASE,

CRUSHED ROCK,

COMPACTED

BACKFILL,

CRUSHED ROCK TAMPED

IN

1. All lumber to be western red cedar; 3-rail, split rail from single supplier. Verify with supplier that post rail-receiving openings are sized to fit rail inserts.

2. Install posts true to line and grade.

3. End posts to be backfilled with concrete.

4. Line posts to be backfilled with crushed rock

5. Fence lengths to be laid out to nearest 10' O.C. measurement.

NOTES

6" TYP

6" TYP

SPLIT-RAIL FENCE

DORRIS RANCH NATURE PLAYGROUND

ADDENDUM 1

WILLAMALANE PARK AND RECREATION DISTRICT

DORRIS RANCH NATURE PLAYGROUND SECTION 00 41 13

BID FORM

VERSION DATE: APRIL 2024 00 41 13 - 1

DORRIS RANCH NATURE PLAYGROUND

BID RECIPIENT

1.1 This Bid is submitted to:

WILLAMALANE PARK AND RECREATION DISTRICT

1.2 The undersigned, having full knowledge of the quality of the material and labor to be performed, hereby proposes to perform all labor and furnish all materials necessary for the Dorris Ranch Nature Playground, for the prices as stated herein.

1.3 The undersigned as Bidder, declares that Bidder has received and examined the Contract Documents entitled Building Alteration Project, and will contract with the Willamalane Park and Recreation District (“WPRD” or “Owner”) to do everything required for the fulfillment of the Contract for the construction at the prices and on the terms and conditions herein contained.

Bidder:

Date:

Person representing the bidder:

Name:

Address:

Telephone:

E-mail:

2.0 BIDDER’S ACKNOWLEDGEMENTS

Bidder accepts all of the terms and conditions of the Instructions to Bidders, including without limitation those dealing with the disposition of Bid security.

This Bid will remain subject to acceptance for 90 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

VERSION DATE: APRIL 2024 00 41 13 - 2

3.0 BIDDER’S DECLARATION AND REPRESENTATIONS

In submitting this Bid, Bidder represents that:

3.1 The undersigned Bidder declares that the only persons or parties interested in the Bid are those named herein, that this Bid is, in all respects, fair and without fraud, that it is made without collusion with any official of the Owner, and that the Bid is made without any connection or collusion with any person submitting another Bid on the Contract.

3.2 The Bidder further declares that they have carefully examined the Contract Documents entitled “Contract Documents for the construction of the WPRD “Dorris Ranch Nature Playground,” and that this Bid is made according to the provisions and under the terms of the Contract Documents, which documents are hereby made a part of this Bid.

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

3.4 Bidder has carefully studied all: i) reports of explorations and tests of subsurface conditions at or contiguous to the Site and all drawings of physical conditions in or relating to existing surface or subsurface structures at or contiguous to the Site (except underground facilities) that have been identified in Section 00 13 00, Instructions to Bidders.

3.5 Bidder is familiar with and is satisfied as to all federal, state and local laws and regulations that may affect cost, progress, and performance of the Work.

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

3.7 Bidder has given Project Manager written notice of all conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bid Documents, and the written resolution thereof by Project Manager is acceptable to Bidder.

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

VERSION DATE: APRIL 2024 00 41 13 - 3

4.0 FURTHER REPRESENTATIONS

Bidder further represents that:

4.1 This Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any agreement or rules of any group, association, organization or corporation.

4.2 Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid.

4.3 Bidder has not solicited or induced any individual or entity to refrain from bidding.

4.4 Bidder has not sought by collusion to obtain for itself any advantage over any other Bidder or over Owner.

4.5 All required sales and use taxes are included in the stated Bid prices for the Work unless provision is made herein for the Bidder to separately itemize the estimated amount of sales tax.

4.6 Bidder agrees to be bound by and will comply with the provisions of ORS 279C.838; ORS 279C.840; or 40 U.S.C. 3141 to 3148 as applicable.

5.0 ADDENDA

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

Addendum No. Addendum Date

(Bidder shall insert number of each Addendum received.)

VERSION DATE: APRIL 2024 00 41 13 - 4

6.0 CONTRACT TIMES

The Bidder agrees that the Work, and any stages and/or milestones specified in Section 01 30 00, will be substantially complete and will be completed and ready for final payment in accordance with the General Conditions on or before the dates or within the number of calendar days indicated in the Contract.

7.0 LIQUIDATED DAMAGES

Bidder accepts the provisions in the Contract as to Liquidated Damages.

8.0 CONTRACT EXECUTION AND BONDS

The Bidder agrees that if this Bid is accepted, it will, within fifteen (15) calendar days after notice of award is provided to Bidder, sign the Contract in the form annexed hereto, and will at that time deliver to the Owner the required bonds and certificates of insurance, and will, to the extent of this Bid, furnish all labor, machinery, tools, apparatus, and other means to do the Work and furnish all the materials necessary to complete the Work as specified in the Contract Documents.

9.0 OWNER-NAMED MAJOR EQUIPMENT LISTS: Not Used.

10.0 LUMP SUM AND/OR UNIT PRICE WORK

10.1 The Bidder agrees to accept as full payment for the Work proposed herein the amounts computed under the provisions of the Contract Documents and based on the following lump sum amounts including installation of Owner-furnished equipment, it being expressly understood that the unit prices are independent of the exact quantities involved. The Bidder agrees that the lump sum prices and the unit prices represent a true measure of the labor and materials required to perform the Work, including all allowances for overhead and profit for each type and unit of Work specified in these Contract Documents.

The Bidder shall provide prices for Work listed in numerical figures and words in the Schedule of Contract Prices.

10.2 SCHEDULE OF CONTRACT PRICES

For each item in the Scope of Work please provide a cost for materials and installation. Please be aware some products will be owner provided, reference construction documents and specifications for specific owner provided item and remove from costs. Indicate whether the item will be completed by contractor or subcontractor.

VERSION DATE: APRIL 2024 00 41 13 - 5

Item: Cost: Sub?

1. Site prep, clear & grub, mobilization, tree protection, and erosion control

2. Excavating, topsoil stock piling, grading, and earthmoving

3. ADA Parking: concrete paving, wheel stop, ADA sign, ADA pavement markings

4. Pedestrian concrete pathway: all pedestrian concrete pathways, ADA ramp, and animal tracks

5. Crushed rock path with lumber edge

6. Boulder mound playground area: horizontal boulder edging

7. Boulder mound playground area: boulder mound, embankment slide, log bridge, boulder den, boulder steppers, etc.

8. Boulder mound playground area: engineering wood fiber surfacing and subdrainage

9. Pea gravel digging area: horizontal boulder edging and transfer boulders

10. Pea gravel digging area: climbing logs

11. Pea gravel digging area: (2) stone forts

12. Pea gravel digging area: (2) scoopers

13. Pea gravel digging area: (1) bird nest and vertical columnar basalt edge

14. Pea gravel digging area: pea gravel surfacing and subdrainage

15. Interpretive element: (3) tree height posts and measuring board installation

16. Signage: playground area signs and LLD ID Tags

17. Site Furnishings: picnic tables, benches, and trash cans

18. Soil prep, fine grading, and seeding

19. Other associated costs: Materials, labor, contractor overhead, contractor profit

20. Total Base Quote: Includes all materials, labor and all other associated costs to completely install the play area as shown in the construction documents and described above. This total should be all the items above and added together.

VERSION DATE: APRIL 2024 00 41 13 - 6

10.2.1 BASE BID: Bidder agrees to accept as full payment for the Lump Sum Work proposed within the Bid Documents, based upon the undersigned’s own estimate of quantities and costs and including sales, consumer, use, and other taxes, except as provided below, and overhead and profit, the following lump sum of (matches line 20 in table above):

________ _________________________ Dollars (words)

$___________________(numerals)

10.2.2 BID ALTERNATES: perform all labor and furnish all materials necessary to complete each of the following bid alternates as described in the bid documents (indicate deduct amount, if applicable):

BID ALTERNATE #1: Construct concrete edging in place of basalt rock edging:

BID ALTERNATE #2: Construct 90 l.f. of split rail fence per Addendum #1:

VERSION DATE: APRIL 2024 00 41 13 - 7

10.3 BASIS OF AWARD:

The award of this Contract shall be made to the responsible bidder with the lowest sum of Total Base Bid plus bid alternates (if any) as selected by the Owner. The Owner reserves the right to select and award the Contract, at the discretion of the Owner’s best interest.

10.3.1 There shall be no unbalanced Bids. In the event the Owner believes an unbalance Bid has been submitted the Owner may reject the bid as nonresponsive.

11.0 SUBCONTRACTORS

Bidder agrees to submit as part of its Bid, or within two (2) working hours after the effective Bid submittal time, the names of subcontractors as required in the Instructions to Bidders and by State law, whom Bidder, if awarded Contract, will name for performance of the categories of Work.

12.0 BIDDER

13.1 If the Bid is accepted, Bidder hereby agrees to contract with the Owner in the form of a Contract prepared by the Owner’s Attorney to furnish the performance and payment bonds and the required evidence of the insurance within 15 calendar days after receiving written notice of the final award of the Contract.

13.2 The Bidder further agrees, if its Bid is accepted and a Contract for performance of the Work is entered into with the Owner, to construct said project at the Lump Sum Amounts Bid and to so plan work and to prosecute it with such diligence that all of the Work shall be completed within the time stipulated in the Bid.

The name of the Bidder submitting this Bid is doing business at __________________________, ________________, Street City State Zip which is the address to which all communications concerned with this Bid and with the Contract shall be sent.

Bidder’s Federal Employer’s Identification No.

RESIDENT/NONRESIDENT

The Bidder submitting this Bid _______________________ a resident bidder as defined in ORS 279A.120. (Bidder insert “is” or “is not,” as appropriate.)

VERSION DATE: APRIL 2024 00 41 13 - 8

Oregon Construction Contractors Board Registration Number:

If Sole Proprietor or Partnership or Joint Venture

Names of partners (if co-partnership) or names of joint venturers (if a joint venture):

IN WITNESS hereto the undersigned has set (its) hand this _________ day of _______________________________, 20___.

Signature of Bidder

Name (typed)

Title

If Corporation

IN WITNESS WHEREOF the undersigned corporation has caused this instrument to be executed and its seal affixed by its duly authorized officer this ____________ day of ________________, 20___.

(Seal)

Name of Corporation

By

Title

Attest Secretary

END OF SECTION

Company Name Name Email Address Phone

DJ Miller Construction Josh Miller josh@djmillerinc.com 541-968-4019

D2 Excavation Joey Gentile info@d2excavation.com 541-623-0036

Classic Design & Construction Cynthia Denny cyndedenny@gmail.com 541-515-8775

GT Landscape Solutions Jacob jacob@gtlminc.com 503-798-0203

Grassroots Landscape Garrett Vollstedt garrett@growwithgrassroots.com 541-543-1289

PRE-BID MEETING 5.13.26

DORRIS RANCH NATURE PLAYGROUND

mailto:josh@djmillerinc.com mailto:info@d2excavation.com mailto:cyndedenny@gmail.com mailto:jacob@gtlminc.com mailto:garrett@growwithgrassroots.com