Project 33-NBC-1007_Adden_01.pdf

North Branch Canal Improvements (Milepost 0.6 to Milepost 5.6) Project No. 33-NBC-1007 2026-27 Reach

Addendum No. 1

ADDENDUM NO. 1

The following general questions have been received, and the responses are as follows:

Q1. Is there an Engineer’s Opinion of Cost available prior to bid opening?

The anticipated bonding capacity for the 2026-27 Reach (Milepost 0.6 to Milepost 1.2) is at $1,500,000 to $2,500,000 as provided in Paragraph 1.01.G of Section 00 20 00 – Instruction to Bidders is based on the preliminary pre-bid Engineer’s Opinion of Cost.

Q2. Is it acceptable to use shotcrete for the concrete lining rather than pouring it?

Shotcrete concrete placement methods would be considered subject to surface finish requirements common to all methods (Paragraph 3.04 of Section 03 30 00) and construction tolerances equivalent “Slip Formed Concrete Surfaces” (Paragraph 1.07.B of Section 03 30 00).

Q3. The plans call out saw cut joints, but would tooling a compound joint into the concrete be acceptable?

Yes, tooled concrete joints would be an acceptable variance for use in place of saw-cutting of control joints.

Q4. What are the anticipated access routes for the site?

Access to the site is anticipated to be from the end of 4th Parallel Road at the KRD O&M road (approximately 700 ft south of the project site). Given steep grades, narrow road widths, and sharp turns; access via the KRD O&M road paralleling the Wippel Pump Lateral Pipe (Milepost 0.0 to Milepost 0.6) will not be allowed.

Q5. There doesn’t appear to be a separate line item for imported fill, is fill anticipated for the canal lining installation?

The cost for anticipated fill import should be included as part of the “. . . materials, equipment, and labor necessary to prepare the subgrade, place the geomembrane liner, and place and finish the concrete liner . . .” described under bid line items 210.0 and 310.0.

Q6. Is it anticipated that surplus excavated soils unsuitable for subgrade preparation and backfill can be spoiled on-site?

Yes, it is anticipated that excess excavated soils can be disposed of on-site through regrading and widening of the shoulder O&M road within the KRD right-of-way.

Q7. Will the existing turnout gates in the canal be salvaged by the contractor?

No, KRD will salvage the existing gates prior to construction. Proposed turnout gates will be new.

Q8. Should existing turnout connections be replaced?

North Branch Canal Improvements (Milepost 0.6 to Milepost 5.6) Project No. 33-NBC-1007 2026-27 Reach

Addendum No. 1

The contractor is responsible for reconnecting the proposed turnout in kind to the ex.

downstream connection within the ROW.

Q9. Should the existing concrete structure at the beginning of the reach be replaced?

The existing concrete structure shall be protected in place, and the proposed canal lining will begin at the face of the wing walls.

Q10. Who participated in the pre-bid job walk?

The list of attendees at the pre-bid conference and site walk is Attachment 1 to this addendum.

The following attached changes are incorporated into requirements for the Project No. 33-NBC- 1007 Contract Documents by this Addendum:

Attachment 1: Pre-Bid Meeting Attendance Sheet

Attachment 2: Drawings C-101, C-103, C-521, and C-522

• Updated to include a permanent cattle guard at the beginning of the project (Approx.

Sta. 34+65), and a temporary cattle guard at the end of the base reach (Approx. sta.

65+75).

Attachment 3: Updated Section 00 41 00- Bid Forms to add cattle guards to the bid schedule (item 350.0).

KITTITAS RECLAMATION DISTRICT

Dated this 1st day of September , 2026

By: ____________ Nick Whittlesey

Title: Engineer ___________

USA (ARMY CORP OF ENGINEERS)

363337

USA (ARMY CORP OF ENGINEERS)

383337

SAYRE, KENNETH N & VICKI J

011536

SAYRE, KENNETH N & VICKI J

051536

BEGIN BASE REACH

START OF THE NEW CANAL LINER

TYPICAL SECTION NO. 1

STA. 34+74

EL. 2139.86

EXISTING FENCE

PROPOSED ACCESS ROAD

EXISTING ACCESS ROAD

STAGING AREA

WIRE FENCE GATE

PROPOSED WIRE FENCE

CONCRETE STRUCTURE

48" HDPE PIPE

I.E. 2139.80, STA. 34+67.20

MP 0.70, REPLACE 18" TURN-OUT

AND INSTALL NEW OUTLET HEADWALL

I.E. 2139.44, STA. 38+00.74

PROPOSED OUTLET I.E. 2137.95

C-502

C-512

C-511

34+00.00

35+00.00

36+00.00

37+00.00

38+00.00 39+00.00

40+00.00

41+00.00

42+00.00

43+00.00

44+00.00

45+00.00

46+00.00

P C

: 3 4+

.7

PC

: 3

6+

.7

P C

: 3 9+

.6

PC

: 42+52.26 P

C : 4

4+

.9

PT

: 3

6+

.1

P T

: 3 9+

.1

PT: 41+82.25

P T:

4+

.8

PT: 4

5+83.59

M id

: 3 5+

.9

M id

: 3 8+

.4

M id: 40+64.44

M id

: 4 3+

.5

M id

: 4 5+

.7

M

ATCHLINE STA. 45+

CONNECT WIRE FENCE TO

EX. FENCE ON LEFT BANK

CATTLE GUARD

C-522

34+00.00

35+00.00

36+00.00

37+00.00

38+00.00 39+00.00

40+00.00

41+00.00

42+00.00

43+00.00

44+00.00

45+00.00

46+00.00

P C

: 3 4+

.7

PC

: 3

6+

.7

P C

: 3 9+

.6

PC

: 42+52.26 P

C : 4

4+

.9

PT

: 3

6+

.1

P T

: 3 9+

.1

PT: 41+82.25

P T:

4+

.8

PT: 4

5+83.59

M id

: 3 5+

.9

M id

: 3 8+

.4

M id: 40+64.44

M id

: 4 3+

.5

M id

: 4 5+

.7

M

ATCHLINE STA. 45+

E levation

34+

35+

36+

37+

38+

39+

40+

41+

42+

43+

44+

45+

45+

MP 0.70, REPLACE 18" TURN-OUT

AND INSTALL NEW OUTLET HEADWALL

I.E. 2139.44, STA. 38+00.74

CONCRETE STRUCTURE 48" HDPE PIPE

I.E. 2139.80, STA. 34+67.20

E L

2, 9.

E L

2, 9.

E L

2, 9.

E L

2, 9.

E L

2, 9.

E L

2, 9.

E L

2, 9.

E L

2, 9.

E L

2, 9.

E L

2, 9.

E L

2, 9.

E L

2, 9.

E L

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E L

2, 8.

E L

2, 8.

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2, 8.

E L

2, 8.

E L

2, 8.

E L

2, 8.

E L

2, 8.

E L

2, 8.

E L

2, 8.

S=-0.00064

SECTION NO 1

NEW CANAL INVERT EXISTING CANAL INVERT

NEW CANAL LINER

TOP OF BANK

EXISTING GRADE AT APPROXIMATE

CENTERLINE OF ACCESS ROAD

START OF THE NEW CANAL LINER

TYPICAL SECTION NO. 1

STA. 34+74

EL. 2139.35

MIN WATER LEVEL (25 CFS)

MAX WATER LEVEL (58 CFS)

TRANSITION SUBGRADE BOTTOM FROM STRUCTURE

WIDTH TO CANAL BOTTOM DESIGN WIDTH OVER 50 FEET.

BATTEN GEOMEMBRANE LINER TO EXISTING STRUCTURE.

POUR CONCRETE LINER UP TO EXISTING STRUCTURE.

A C-321

PARTIAL PLAN

PARTIAL PROFILE

STA. 34+67 TO STA. 45+27

PLAN

NORTH

N

HORIZONTAL VERTICAL

4'1'

SCALE:1"=2'

0 2'

80'0 40'

SCALE:1"=40'

80'0 40'

SCALE:1"=40'

STA. 34+67 TO STA. 45+27

NOTES:

1. FENCES TO BE LOCATED 6 INCHES INSIDE KRD

ROW. FINAL LOCATION TO BE STAKED BY KRD

PRIOR TO INSTALLATION.

2. FINAL LOCATION OF TURN-OUTS TO BE STAKED

BY KRD.

3. END OF TURN-OUT DELIVERIES TO EXTEND JUST

BEYOND FENCING.

4. FINAL CONNECTION FROM TURN-OUTS TO

LANDOWNER FACILITIES BY OWNER OR

LANDOWNER.

5. PROTECT IN PLACE EXISTING WIRE FENCE ON

LEFT BANK.

STATE

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Kittitas Reclamation District

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P R O

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C T

PLAN AND PROFILE

STA. 34+67 TO 45+27

C-101

07-31-2026

DRAWN

ACCEPTED

X

X

D R A W

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C H

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B Y:

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S U

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F

O R B

ID

BEGIN PROJECT

REACH

BEGIN PROJECT

REACH

BEGIN PROJECT

REACH

BEGIN PROJECT

REACH

SOLICITATION NO.:

33-NBC-1007

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ID

55+00.00

56+00.00

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58+00.00

59+00.00 60+00.00

61+00.00

62+00.00

+0

0.

64+00.00

65+00.00

66+00.00

67+00.00

P C

: 5 8+

.2

P C

: 6 0+

.2

PC: 63+14.34

PC: 6

6+

.2

P T:

6+

.3

P T:

0+

.3

PT: 62+93.34

PT:

4+

.6

M id

: 5 4+

.6

M id

: 5 9+

.7

M id: 61+90.28

M id

: 6 4+

.5

M id

: 6 7+

.0

M A

TC

H

LI

N

E S

TA

. 5

5+

M

ATCHLINE STA. 66+

USA (ARMY CORP OF ENGINEERS)

403337

SAYRE, KENNETH N & VICKI J

081536

SAYRE, KENNETH N & VICKI J

061536

EXISTING FENCE

PROPOSED ACCESS ROAD

EXISTING ACCESS ROAD

APPROX. LOCATION OF EXISTING 24" DIA.

UNDERSHOT CULVERT.

STA. 64+87

PROTECT THE CULVERT DURING EXCAVATION

UNDERSHOT TO BE REESTABLISHED BY CLEANING

UP AND ADDING RIPRAP AT BOTH ENDS

PROPOSED WIRE FENCE

MP 1.10, REPLACE 12" TURN-OUT

AND INSTALL NEW DISTRIBUTION BOX

I.E. 2138.50, STA. 58+90.84

2" TAKEOUT PIPE

I.E. 2138.90, STA. 60+78.36

MP 1.20, REPLACE 12" TURN-OUT

AND INSTALL NEW OUTLET HEADWALL

I.E. 2138.40, STA. 65+13.83

PROPOSED OUTLET I.E. 2138.40

TO NEW DISTRIBUTION BOX

PROPOSED OUTLET

I.E. 2138.34

PROPOSED CHECK STRUCTURE

STA. 65+24.50

NEW WEIR BOX EXISTING CONCRETE BOX

TO BE REMOVED AND DISPOSED

C-502

C-503

C-511

C-507

C-524

C-525

55+00.00

56+00.00

57+00.00

58+00.00

59+00.00 60+00.00

61+00.00

62+00.00

+0

0.

64+00.00

65+00.00

66+00.00

67+00.00

P C

: 5 8+

.2

P C

: 6 0+

.2

PC: 63+14.34

PC: 6

6+

.2

P T:

6+

.3

P T:

0+

.3

PT: 62+93.34

PT:

4+

.6

M id

: 5 4+

.6

M id

: 5 9+

.7

M id: 61+90.28

M id

: 6 4+

.5

M id

: 6 7+

.0

M A

TC

H

LI

N

E S

TA

. 5

5+

M

ATCHLINE STA. 66+

END BASE REACH

STA 65+75.00

C-501

TEMPORARY WIRE

FENCE GATE

C-512

TEMPORARY

CATTLE GUARD

C-522

E levation

55+

56+

57+

58+

59+

60+

61+

62+

63+

64+

65+

66+

66+

MP 1.20, REPLACE 12" TURN-OUT

AND INSTALL NEW OUTLET HEADWALL

I.E. 2138.40, STA. 65+13.83

2" TAKEOUT PIPE

TO BE REMOVED AND DISPOSED

I.E. 2138.90, STA. 60+78.36

MP 1.10, REPLACE 12" TURN-OUT

AND INSTALL NEW DISTRIBUTION BOX

I.E. 2138.50, STA. 58+90.84

S=-0.00064

E L

2, 8.

E L

2, 7.

E L

2, 7.

E L

2, 7.

E L

2, 7.

E L

2, 7.

E L

2, 7.

E L

2, 7.

E L

2, 7.

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2, 7.

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2, 7.

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2, 7.

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2, 7.

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2, 7.

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2, 7.

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2, 7.

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2, 7.

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2, 7.

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2, 7.

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2, 7.

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SECTION NO 1

NEW CANAL INVERT

EXISTING CANAL INVERT

NEW CANAL LINER

TOP OF BANK

EXISTING GRADE AT APPROXIMATE

CENTERLINE OF ACCESS ROAD

APPROX. LOCATION OF EXISTING 24" DIA.

UNDERSHOT CULVERT.

STA. 64+87

(2'-0" MIN. DEPTH BELOW ORIGINAL CANAL INVERT)

PROTECT THE CULVERT DURING EXCAVATION

UNDERSHOT TO BE REESTABLISHED BY CLEANING UP

AND ADDING RIPRAP AT BOTH ENDS

SEE REFERENCE DRAWING C-531 AND C-525

MIN WATER LEVEL (25 CFS)

MAX WATER LEVEL (58 CFS)

PROPOSED CHECK STRUCTURE

STA. 65+24.50

C-507

A C-321

END CANAL LINING

STA. 65+75

C-501

PARTIAL PLAN

PARTIAL PROFILE

STA. 55+87 TO STA. 66+47

PLAN

NORTH

N

HORIZONTAL VERTICAL

4'1'

SCALE:1"=2'

0 2'

80'0 40'

SCALE:1"=40'

80'0 40'

SCALE:1"=40'

STA. 55+87 TO STA. 66+47

NOTES:

1. FENCES TO BE LOCATED 6 INCHES INSIDE KRD

ROW. FINAL LOCATION TO BE STAKED BY KRD

PRIOR TO INSTALLATION.

2. FINAL LOCATION OF TURN-OUTS TO BE STAKED

BY KRD.

3. END OF TURN-OUT DELIVERIES TO EXTEND JUST

BEYOND FENCING.

4. FINAL CONNECTION FROM TURN-OUTS TO

LANDOWNER FACILITIES BY OWNER OR

LANDOWNER.

5. PROTECT IN PLACE EXISTING WIRE FENCE ON

LEFT BANK.

STATE

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PLAN AND PROFILE

STA. 55+87 TO 66+47

C-103

07-31-2026

DRAWN

ACCEPTED

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END PROJECT

REACH

END PROJECT

REACH

ANTICIPATED FOR FUTURE PROJECT

FUNDING NOT IN CONTRACT

ANTICIPATED FOR FUTURE PROJECT

FUNDING NOT IN CONTRACT

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SOLICITATION NO.:

33-NBC-1007

END PROJECT

REACH

END PROJECT

REACH

ANTICIPATED FOR FUTURE PROJECT

FUNDING NOT IN CONTRACT

ANTICIPATED FOR FUTURE PROJECT

FUNDING NOT IN CONTRACT

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FOR INFORMATION ONLY

RS221M

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USFS STANDARD PLAN

PRECAST CONCRETE

FOUNDATION FOR

RS201M CATTLE GUARD

C-521

07-31-2026

DRAWN

ACCEPTED

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North Branch Pump Lateral Lining Project Project No. 33-NBC-1007 Milepost 0.6 to Milepost 5.6

Bid Form

BID FORM

(STIPULATED PRICE BASIS)

1. GENERAL

1.1. The undersigned (Bidder) proposes and agrees, if this Bid is accepted, to enter into an Agreement with District in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents.

1.2. This Bid is submitted to:

Owner: Kittitas Reclamation District (“District”)

Mail Address: P.O. Box 276, Ellensburg, WA 98926

Physical Address: 315 N. Water St., Ellensburg, WA 98926

Project Number: 33-NBC-1007

Project Name: North Branch Pump Lateral Lining Project – Milepost 0.6 to Milepost 5.6

1.3. This Bid is submitted by:

Bidder Name:

Date Submitted:

Business Address:

Telephone Number:

Fax Number:

Email Address:

Washington Contractor’s License No.:

Contractor’s License Class (where applicable):

Bid Form

2. BIDDER’S ACKNOWLEDGEMENTS

2.1. 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 60 days after the Bid opening, or for such longer period of time that Bidder may agree to in writing upon request of Owner.

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

Addendum No(s). Addendum No(s).

(Bidder shall insert number of each Addendum received.)

2.3. 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.

2.4. Bidder is familiar with and is satisfied as to all Laws and Regulations that may affect cost, progress, and performance of the Work.

2.5. Bidder has carefully studied: drawings of physical conditions relating to existing surface or subsurface structures at the Site.

2.6. Bidder has considered the information known to Bidder; information commonly known to contractors doing business in the locality of the Site; information and observations obtained from visits to the Site; the Bidding Documents; and the Site-related reports and drawings identified in the Bidding Documents, with respect to the effect of such information, observations, and documents on (1) the cost, progress, and performance of the Work; (2) the means, methods, techniques, sequences, and procedures of construction to be employed by Bidder, including applying the specific means, methods, techniques, sequences, and procedures of construction expressly required by the Bidding Documents;

and (3) Bidder’s safety precautions and programs.

2.7. Based on information and observations referred to in paragraph above, Bidder does not consider that 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 required, and in accordance with the other terms and conditions of the Bidding Documents.

Bid Form

2.8. Bidder is aware of the general nature of work to be performed by District and others at the Site that relates to the Work as indicated in the Bidding Documents.

2.9. Bidder has given District written notice of conflicts, errors, ambiguities, or discrepancies that Bidder has discovered in the Bidding Documents, and the written resolution thereof by District is acceptable to Bidder.

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

2.11. Bidder is aware of the Buy American Act and will with comply with requirements therein.

3. SCHEDULE OF BID PRICES

Fill in all Bid items completely, including lump sums, unit prices, and alternates. Quote in figures only, unless words are specifically requested.

Bid Form

3.1. Project Reach (Sta. 34+74 to Sta. 65+75) Bid Schedule

The project bid improvements in these documents are for roadway improvements, open canal improvements, and concrete structure replacement in open channel from just downstream of Wippel Pump Lateral Pipe Outlet for approximately 3,100 linear feet Stations 34+74 and Station 65+75.

Item No.

Approx.

Quantity

Unit Item Description Unit Price

Total Amount

000.0 – – CONTRACTOR ADMINISTRATION – –

010.0 1 Lump Sum

Mobilization (5% max.) $ $

020.0 1 Lump Sum

Permit documentation / compliance $ $

030.0 1 Lump Sum

General Contractor Margin $ $

040.0 1 Lump Sum

Record Document Maintenance $ $

050.0 1 Lump Sum

Demobilization (3% max.) $ $

100.0 – –

SITE PREPARATION

(Sta. 34+74 to Sta. 65+75)

110.0 1 Lump Sum

Access Improvement

120.0 1 Lump Sum

Staging Site Improvements

130.0 1 Lump Sum

Develop, Implement, and Maintain Erosion Control / SWPP Plan

200.0 – –

CANAL LINING

(Sta. 34+74 to Sta. 65+75)

210.0 3,101 Lineal Feet

Canal Lining Section 1 – Station 34+74 – 65+24

215.0 1 Each Concrete canal transition - 34+74 - 35+24

220.0 1 Each Temporary concrete to earth canal transition – 65+24 – 65+75

230.0 3 Each Irrigation Turnout - Headwall Outlet

235.0 1 Each Irrigation Turnout – Weir Box (58+91 RT)

245.0 2 Each Check Structure Type 1

250.0 1 Each Existing Undershot Clean Up $ $

255.0 1 Lump Sum

Trench Safety System

300.0 – –

FENCING, ROADS, & RESETORATION

(Sta. 34+74 to Sta. 65+75)

310.0 3,100 Lineal Feet

Canal Access Road

320.0 3,100 Lineal Feet

Site Restoration - Seeding

Bid Form

330.0 3,200 Lineal Feet

Wire Fence $ $

340.0 2 Each Wire Stretch Gates $ $

350.0 2 Each Cattle Guard $ $

SUBTOTAL BID PRICE $

SALES AND USE TAX (SEE ACKNOWLEDGEMENT BELOW) $

TOTAL BID PRICE $

☐ Acknowledgement that the District has no tax exemptions on this Work and the above prices include all applicable sales and use taxes.

Bid Form

3.2. Bid Item Descriptions

3.2.1. Contractor Administration

010.0 Mobilization (5% Max.): Includes bonds, insurance, site work trailers and miscellaneous construction facilities, temporary utilities, preconstruction conference and submittals, other startup costs for construction, The payment for mobilization will be made when the mobilization items listed herein, have been completed and the Engineer is satisfied that the Contractor is diligently pursuing commencement of the Work.

020.0 Permit documentation / compliance: Includes the creation and maintenance of a work related to securing permits related to the work. Permit fees associated with permits are incidental to this bid item.

030.0 General Contractor Margin: Includes all contractor markup/profit related to materials, labor, and overhead related to the project.

040.0 Record Document Maintenance: Includes all record documentation associated with the project including design drawing as-builts, O&M Manuals, warranty documentation delivery, etc.

050.0 Demobilization (3% Max.): Includes removal of all on-site construction equipment, site work trailers and miscellaneous construction facilities, temporary utilities, site cleanup, and other demobilization activities. Payment for demobilization will be made at the time of the final payment upon final acceptance of the Work by the Owner. The payment for demobilization will be made when all Work is complete, including but not limited to removal of work trailers, warranty, and O&M Manuals provided, unused material removal, all equipment removed, road work complete, etc.

3.2.2. Site Preparation

110.0 Access Improvement: Includes all equipment, materials, and labor for site improvements necessary to provide adequate access to project and staging area for the use of heavy construction equipment and materials delivery. Any damage to public or private roads will be the responsibility of the contractor to repair or replace at the end of the project at no cost the Owner.

120.0 Staging Site Improvements: Includes all materials, equipment and labor required to improve a staging area for project use. Also includes any cost of securing a lease for staging area(s).

130.0 Develop, Implement, and Maintain Erosion Control / SWPP Plan: Includes all work related to the creation, implementation, and maintenance of a SWPPP specific to the project.

Bid Form

3.2.3. Canal Lining

210.0 Canal Lining- Section 1: Includes all materials, equipment, and labor necessary to prepare the subgrade, place the geomembrane liner, and place and finish the concrete liner for Section 1 as required by contract documents. Includes canal lining from Sta.

34+74 through Sta. 65+75.

215.0 Transition between pipe outlet to concrete Section 1– Includes all labor, equipment, and materials to connect from the existing 48” pipe concrete outlet to concrete lined Section 1 over 50 feet. The connection will require transition of subgrade bottom from structure width to canal bottom designed width, batten of geomembrane liner to existing concrete structure and pouring concrete liner up to existing structure

220.0 Temporary Concrete to Earth Canal Transition (Sta 65+24 to Sta 65+75): Includes all labor, equipment, and materials necessary to construct and install a temporary transition from Canal Lining Section 1 and Existing Earth Canal. Cross-sectional material depth to be consistent with Sections 1.

230.0 Irrigation Turnout – Headwall Outlet: Includes all labor, equipment, and materials necessary to construct and install the irrigation turnouts with headwall outlet as required by contract documents. Demolition, removal, and disposal of the existing turnout shall be incidental to the bid item.

235.0 Irrigation Turnout – Weir Box: Includes all labor, equipment, and materials necessary to construct and install the irrigation turnout with weir box at Sta. 58+91 as required by contract documents. Demolition, removal, and disposal of the existing turnout shall be incidental to the bid item.

245.0 Check Structure Type 1: Includes all labor, equipment, and materials necessary to construct and install the check structures as required by contract documents. Demolition, removal, and disposal of the existing check structures shall be incidental to the bid item.

250.0 Existing Undershot Clean Up: Includes all labor, equipment, and materials necessary to clean up the existing undershots and provide outlet erosion control as required by contract documents.

255.0 Trench Safety System: Includes any required design, installation, maintenance, and removal of sheeting/shoring systems and safety provisions required for execution of the Work.

3.2.4. Fencing, Roads, Restoration

310.0 Canal Access Road: Includes all labor, equipment, and materials necessary to construct the canal access road as required by contract documents. Bid item shall include final grading and surfacing.

Bid Form

320.0 Site Restoration – Seeding: Includes all labor, equipment, and materials necessary to final grade and dryland-mix seeding of site. Bid item is per linear foot, from right-of-way lines, minus roads and canal.

330.0 Wire Fence: Includes all labor, equipment, and materials necessary to construct and install the wire fencing as required by contract documents.

340.0 Wire Stretch Gate: Includes all labor, equipment, and materials necessary to construct and install a wire fence gate as required by contract documents.

350.0 Cattle Guard: Includes all labor, equipment, and materials necessary to construct and install (or relocate) a cattle guard as required by contract documents.

Bid Form

4. TIME OF COMPLETION

1.1. Bidder agrees the Work will be substantially complete in accordance with Section 00 73 00 (Supplementary Conditions). Anticipated award and Notice to Proceed to allow for construction during the annual canal outage beginning in Fall 2026.

1.2. Bidder agrees the Work will be completed and ready for final payment 30 calendar days after the date of Substantial Completion.

1.3. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work, and any specified Milestones, within the Contract Times.

5. ATTACHMENTS TO THIS BID

1.4. The following documents are submitted with and made a condition of this Bid:

1.4.1. Signed Bidder’s Certification Form.

1.4.2. Issued Bid security in the form of Bid bond.

1.4.3. Evidence of Bidder authority and registration to do business in the state of the Project; or a written covenant to obtain such license within the time for acceptance of Bids.

1.4.4. Separately sealed Bidder’s Statement of Qualifications packet.

1.4.5. RCW 39.30.060 list of Proposed Subcontractors and Suppliers.

Bid Form

6. BID SUBMITTAL

1.5. This Bid submitted by: If Bidder is:

An Individual

Name (typed or printed):

By (signature):

Doing business as:

A Partnership

Partnership Name: (SEAL)

By:

(Signature of general partner – attach evidence of authority to sign)

Name (typed or printed):

A Corporation

Corporation Name: (SEAL)

State of Incorporation:

Type (General Business, Professional, Service, Limited Liability):

By:

(Signature – attach evidence of authority to sign)

Name (typed or printed):

Title: (CORPORATE SEAL)

Attest:

(Signature of Corporate Secretary)

Date of Qualification to do business in State of Washington is:

Bid Form

(Each joint venturer must sign. The manner of signing for each individual, partnership, and corporation that is a party to the joint venture should be in the manner indicated below.)

A Joint Venture

Joint Venturer Name: (SEAL)

By:

(Signature of joint venture partner – attach evidence of authority to sign)

Name (typed or printed):

Title:

By:

(Signature of joint venture partner – attach evidence of authority to sign)