Project Information

Bid Title

ASR Phase IV: W-17 Water Main HU 2026-51

Issuing Agency

City of Hastings

Location

Nebraska

Published Date

Apr 30, 2026

Closing Date

May 20, 2026

Government Level

State & Local

Status

Closed

Original Source

Join to Access Full Details

Bid Inquiries

Join to Access Full Details

Bid Documents

Join to Access Full Details

Project Description

ASR Phase IV: W-17 Water Main HU 2026-51

• Open: 2026-04-30
• Status: Active
• Department: Engineering
• Bid Plans
• Spec Book

• Active Bids
• Awarded Bids

Attachment Preview

General Legend

Gas Main

Gas Service

Water Main

Water Service

Sanitary Sewer Main

Sanitary Sewer Service

Underground Telephone Cable

Underground Telephone Service

Underground Electrical Cable

Underground Electrical Service

Overhead Electrical Cable

Overhead Electrical Service

Underground Cable TV

Underground Cable TV Service

Existing Storm Sewer

Existing Reducer

New Reducer

Existing Valve

New Valve

Stop Box

Existing Fire Hydrant

New Fire Hydrant

Meter Pit

Existing Manhole

New Manhole

Utility Pole

Property Pin

Poured Thrust Block

Gas Meter

Telephone Pedestal

Tracer Wire Riser

Deciduous Trees

Trunk Dia.

under 12"

12" to 24"

Evergreen Trees

above 24"

26th Street

Sheet Index

Cover

Plan Cover Sheet

12th Street

Quantities

Sheet Layout and Quantities

CW1.1 to CW1.5

Water Main Plan and Profile Sheets

CW2.1

Water Main Civil Fitting Details

CW3.1

Water Main Civil Standard Plan Details

No.

Revision

By

Date

Ckd

App

Highway No. 6

1 For Bid Drawings

SS 4/13/26 KM

R

Know what's below.

Callbefore you dig.

HASTINGS

UTILITIES

Hastings Utilities

2026

New Water Mains from Well

17 to the ASR System.

WA-126 HU 2026-51

26th Street

12th Street

26th Street

North Shore Drive

Hastings

Lake

South Shore Drive

Quail Circle

Mallard

Circle

Pheasant

Pintail Circle

Meadowlark

Circle

Well

No. 32

Lochland Golf Course

Well

No. 31

New Water Mains

from Well 17 to the

ASR System.

ASR-001

42nd Street

42nd Street

Cimarron

Sunset

Circle

35th Street

33rd Street

Leisure Lane

31st Street

Dockside Cove

Shore

Shoreside Cove

Big G

Drive

42nd Street

Softball Complex

39th Street

Pepsi

Eaton

Nebraska

Cold Storage

33rd Street

DLD Road

Hastings

Regional

Center

4

Park Lane Drive

26th Street

26th Street

North Shore Drive

Lake

Hastings

South Shore Drive

Hastings Municipal Airport

South Shore Drive

YMCA/

Champions

Wharfside Drive

Burlington Avenue / Highway 281

Med.

22nd Street

Park

19th Street

Park Lane Drive

Richmond

Ridgewood

Glenwood Avenue

Avenue Elmwood Street

Sunmart

Village Drive

Paradise

Park

Drive

Lane

Drive

St.

Michael's

7th Street

2nd Street

17th Street

Watson

School

Westchester Drive

Drainageway

14th Street

Edgewood Lane

32

Elk Lane

Sheridan Drive

Heritage Drive

Indian Acres Drive

12th Street

Imperial

Mall

9th Street

Home Street

10th Street

Hawthorne

School

11th Street

10th Street

9th Street

Libs Park

Imperial Drive

18th Street

YMCA

16th Street

14th Street

Morningside Drive

Crestmoor Drive

Westwood Terrace

12th Street

13th Street

11th Street

9th Street

Boyce Street

8th Street

Bateman Street

7th Street

6th Street

5th Street

3rd Street

4th Street

2nd Street

Boyce Street

8th Street

Bateman Street

7th Street

Chataqua

Park

Oswego 6th Street

Field

5th Street

4th Street

3rd Street

2nd Street

Morton

School

8th Street

Hastings

Senior

High School

Hill Street

Sumner Street

18th Street

17th Street

16th Street

15th St

14th Street

Hastings

Museum

Fire

Station

12th Street

North

Denver

Station

13th Street

12th Street

11th Street

10th Street

9th Street

Long-

fellow

School

Hospital

7th Street

6th Street

5th Street

4th Street

3rd Street

2nd Street

1st Street

Middle

School

Courthouse

6th Street

5th Street

4th Street

3rd Street

Hastings/Adams County Landfill

and Wood Waste Facility

Zion Lutheran

Church & School

A Street

A Street

B Street

B Street

C Street

D Street

Brickyard

Park

E Street

D Street

E Street

Lincoln

School

F Street

Central

Logistics

Van

Diest

G Street

UPS

Adams

County

Fair

Grounds

Thermo-King

Carter

Park

Elizabeth Lane

Renae Lane

H Street

A Street

B Street

C Street

D Street

E Street

F Street

G Street

H Street

By Pass Road/26th Street

16th Street

Union Pacific Railroad

Pacific Street

14th Street

Crosier

Park

13th Street

Ringland Road

Lakeside Drive

Heartwell

Forest Boulevard

Park

Parkview

Cemetary

Mt Sinai

Cemetary

12th Street

9th Street

Pleasant Street

University Street

Waynoka Street

Hastings

College

7th Street

9th Street

University Street

Waynoka Street

Pleasant Street

7th Street

Alcott

School

6th Street

5th Street

4th Street

3rd Street

2nd Street

Park Street

South Street

A Street

B Street

C Street

D Street

2nd Street

Burlington Northern Railroad

Duncan

Field

Harm

Park

E Street

6th Street

5th Street

Greenhouse

3rd Street

2nd Street

Perkins

East Park Street

South Street / Highway 6

B Street

C Street

D Street

E Street

Good Samaritan Village

F Street

F Street

G Street

Paul Street

H Street

12th Street

Avalon

Bentwood

Cranbrook

Durwood

7th Street

Highway 6/South Street

Pollution

Control

Facilities

26th Street

12th Street

Ag Processing, Inc.

Ethanol Plant

7th Street

Burlington Northern Railroad

Highway 6/South Street

Highway No. 6

Highway 6/"J" Street

New Water Mains

from Well 17 to the

ASR System.

HASTINGS

UTILITIES

Dsn K. Miller

Drwn S. Struss

Date 1/27/2026

Sup't. B. Lubken

W.O. No. WA-126

Ckd

Ckd

Sheet No. Cover

No.

ASR-001

General Notes

1. The Contractor will be Responsible for Notifying the City Street

Department Office at (402)461-2341 and the Communications

Center at (402)461-2364 for all Temporary Street Closings Prior

to Construction.

2. The Contractor will be Responsible for Calling "Diggers Hotline"

for Locations of all Underground Facilities.

3. The Contractor Shall be Responsible for Repair of Construction

Site to Fine Grading for Seeding. Damaged Areas Shall be

Leveled Out to Match Existing Grade Conditions and Raked to

Provide Suitable Bedding for Seeding. All Unsuitable Material

Shall be Removed Such as Rock, Concrete, Etc. and is

Subsidiary to the Bid. Seed Areas with a Contractors Blend

Grass Seed.

4. The Contractor Shall be Responsible for the Erosion Control on

the Project and is Subsidiary to the Bid. Removal of all Erosion

Control Structures will be Removed by Hastings Utilities After

Seeding is Established.

5. The Contractor is Responsible for the Traffic Control and Closure

of any Lanes of Traffic and is Subsidiary to the Bid. All

Barricades and Barricading Shall Comply with the Latest Edition

of Part VI of the Manual on "Uniform Traffic Control Devices".

6. Tracer Wire, Tracer Wire Risers, Marking Tape, and Anodes will

be Supplied By Hastings Utilities, Installed by the Contractor,

and Shall be Subsidiary to the Bid.

7. Any Potholing or Excavating of Existing Utilities Needed to

Complete this Project is Subsidiary to the Bid.

HASTINGS

UTILITIES

Hastings Utilities

2025

Water Improvement Area

WA-137

CW1.3

CW1.4

CW1.5

North Shore Drive

North Shore Drive

North Shore Drive

No.

Revision

1 For Bid Drawings

R

Know what's below.

Callbefore you dig.

By

Date

Ckd

App

SS 4/13/26 KM

10" HDD HDPE DIPS Water Main

10" DIP Water Main

8" DIP Water Main

10" Gate Valve and Box

8" Gate Valve and Box

6" Gate Valve and Box

Fire Hydrant (6'-0" Bury)

12" HDPE DIPS MJ Adapter

10" HDPE DIPS MJ Adapter

8" HDPE DIPS MJ Adapter

12"x 12" MJ Tee (1)

10"x 10" MJ Tee (9)

8"x 8" MJ Tee (2)

8"x 6" MJ Tee (2)

10" 90° MJ Bend (1)

8" 90° MJ Bend (2)

12"x 10" MJ Reducer (1)

10" x 8" MJ Reducer (4)

4761.00

2.00

12.00

4.00

3.00

2.00

2.00

2.00

12.00

2.00

160.00

1080.00

172.00

120.00

89.00

114.00

61.00

200.00

Lin. Ft.

Lin. Ft.

Lin. Ft.

Each

Each

Each

Each

Each

Each

Each

Pounds

Pounds

Pounds

Pounds

Pounds

Pounds

Pounds

Pounds

WATER MAIN QUANTITIES

6", 36" SW x SW Adapter (2)

10" MJ Plug (8)

8" MJ Plug (2)

10" MJ Cap (1)

12" Foster Adaptor

10" Foster Adaptor

8" Foster Adaptor

6" Foster Adaptor

10" MEGA Lug

8" MEGA Lug

Remove 12" HDPE DIPS 90° Bend

Remove 8" HDPE DIPS 90° Bend

Remove Fire Hydrant Assembly

174.00

288.00

52.00

32.00

1.00

11.00

8.00

2.00

3.00

4.00

1.00

1.00

1.00

Pounds

Pounds

Pounds

Pounds

Each

Each

Each

Each

Each

Each

Each

Each

Each

2" HDD HDPE Comm. Conduit

1 1/4" HDD HDPE Comm. Conduit

Comm. Conduit Pull Box

2652.00

2652.00

2.00

Lin. Ft.

Lin. Ft.

Each

Reseeding

3 lb. Anode

Tracer Wire

Tracer Wire Riser

Thrust Block

5000.00

10.00

5237.00

5.00

1.00

Sq. Ft.

Each

Lin. Ft.

Each

Each

New Water Mains

from Well 17 to the

ASR System.

HASTINGS

UTILITIES

Dsn K. Miller

Drwn S. Struss

Date 1/27/2026

Sup't. B. Lubken

W.O. No.

Ckd

Ckd

Sheet No. Quantities

No.

ASR-001

00+00

01+00

Baltimore Ave.

Well 26

02+00

03+00

Baltimore Ave.

04+00

05+00

06+00

Baltimore Ave.

A

CW2.1

B

CW2.1

3'-0"

6'-0" Min. Between

Pipes.

Start Comm. Conduits

at this Pull Box

300 LF OF NEW 10" HDD HDPE WATER MAIN

290 LF OF NEW 10" HDD HDPE WATER MAIN

290 LF OF NEW 2" & 1 1/4" HDD HDPE COMM. CONDUIT

3'-0"

6'-0" Min. Between

Pipes.

00+00

1925

1920

1915

1910

1905

1900

00+00

No.

Revision

1 For Bid Drawings

R

Know what's below.

Callbefore you dig.

01+00

02+00

NORTH

Scale: 1" = 20'

(Reduced Scale: 1" = 30')

20'

0'

20'

40'

60'

03+00

Existing Grade

EXISTING 12" WATER MAIN

EXISTING 8" WATER MAIN

01+00

By

Date

SS 4/13/26

Ckd

KM

App

10" HDD HDPE DIPS Water Main

10" DIP Water Main

10" Gate Valve and Box

12" HDPE DIPS MJ Adapter

10" HDPE DIPS MJ Adapter

8" HDPE DIPS MJ Adapter

12"x 12" MJ Tee (1)

10"x 10" MJ Tee (3)

10" 90° MJ Bend (1)

12"x 10" MJ Reducer (1)

10" x 8" MJ Reducer (2)

02+00

590.00

2.00

2.00

2.00

2.00

2.00

160.00

360.00

89.00

61.00

100.00

Lin. Ft.

Lin. Ft.

Each

Each

Each

Each

Pounds

Pounds

Pounds

Pounds

Pounds

03+00

WATER MAIN QUANTITIES

10" MJ Plug (2)

12" Foster Adaptor

10" Foster Adaptor

10" MEGA Lug

Remove 12" HDPE DIPS 90° Bend

Remove 8" HDPE DIPS 90° Bend

72.00

1.00

7.00

2.00

1.00

1.00

Pounds

Each

Each

Each

Each

Each

2" HDD HDPE Comm. Conduit

1 1/4" HDD HDPE Comm. Conduit

290.00

290.00

Lin. Ft.

Lin. Ft.

3 lb. Anode

Tracer Wire

Tracer Wire Riser

04+00

05+00

NEW 10" HDD HDPE DIPS WATER MAIN

NEW 10" HDD HDPE DIPS WATER MAIN

04+00

2.00

650.00

2.00

Each

Lin. Ft.

Each

05+00

06+00

Existing Grade

1925

1920

1915

1910

1905

New Water Mains

from Well 17 to the

ASR System.

HASTINGS

UTILITIES

1900

06+00

Dsn K. Miller

Drwn S. Struss

Date 1/27/2026

Sup't. B. Lubken

W.O. No. WA-126

Ckd

Ckd

Sheet No. CW1.1

No.

ASR-001

06+00

Baltimore Ave.

07+00

08+00

09+00

Baltimore Ave.

10+00

11+00

Baltimore Ave.

12+00

6'-0" Min. Between

Pipes.

3'-0"

464 LF OF NEW 10" HDD HDPE WATER MAIN

468 LF OF NEW 10" HDD HDPE WATER MAIN

471 LF OF NEW 2" & 1 1/4" HDD HDPE COMM. CONDUIT

C

CW2.1

Eq. Sta. 10+64 BK=

Sta. 21+00 AH

6'-0" Min. Between

Pipes.

3'-0"

D

CW2.1

Eq. Sta. 10+68 BK=

Sta. 21+06 AH

06+00

1925

Existing Grade

1920

1915

1910

1905

1900

06+00

No.

Revision

1 For Bid Drawings

R

Know what's below.

Callbefore you dig.

07+00

08+00

NORTH

Scale: 1" = 20'

(Reduced Scale: 1" = 30')

20'

0'

20'

40'

60'

09+00

Existing Grade

NEW 10" HDD HDPE DIPS WATER MAIN

NEW 10" HDD HDPE DIPS WATER MAIN

07+00

By

Date

SS 4/13/26

Ckd

KM

App

10" HDD HDPE DIPS Water Main

10" HDPE DIPS MJ Adapter

10"x 10" MJ Tee (2)

10" MJ Plug (2)

2" HDD HDPE Comm. Conduit

1 1/4" HDD HDPE Comm. Conduit

Comm. Conduit Pull Box

08+00

932.00

4.00

240.00

72.00

471.00

471.00

1.00

Lin. Ft.

Each

Pounds

Pounds

Lin. Ft.

Lin. Ft.

Each

09+00

WATER MAIN QUANTITIES

3 lb. Anode

Tracer Wire

2.00

1025.00

Each

Lin. Ft.

4'-0" Min. Between

Pipes.

30'-0"

10+00

Existing Grade

10+00

11+00

11+00

12+00

1925

1920

1915

1910

1905

New Water Mains

from Well 17 to the

ASR System.

HASTINGS

UTILITIES

1900

12+00

Dsn K. Miller

Drwn S. Struss

Date 1/27/2026

Sup't. B. Lubken

W.O. No. WA-126

Ckd

Ckd

Sheet No. CW1.2

No.

ASR-001

20+00

21+00

22+00

23+00

24+00

25+00

26+00

North Shore Drive

Eq. Sta. 21+00 AH=

Sta. 10+64 BK

Eq. Sta. 21+06 AH=

Sta. 10+68 BK

D

C

3'-0"

4'-0" Min. Between

Pipes.

North Shore Drive

491

494

LF

LF

OF

OF

NEW

NEW

2" & 1 1/4" HDD

10" HDD HDPE

HDPE COMM.

WATER MAIN

CONDUIT

500 LF OF NEW 10" HDD HDPE WATER MAIN

North Shore Drive

3'-0"

4'-0" Min. Between

Pipes.

101'-0"

3'-0"

6'-0" Min. Between

Pipes.

20+00

1925

1920

1915

1910

1905

1900

20+00

No.

Revision

1 For Bid Drawings

R

Know what's below.

Callbefore you dig.

21+00

Existing Grade

22+00

21+00

By

Date

SS 4/13/26

Ckd

KM

App

10" HDD HDPE DIPS Water Main

2" HDD HDPE Comm. Conduit

1 1/4" HDD HDPE Comm. Conduit

22+00

994.00

491.00

491.00

Lin. Ft.

Lin. Ft.

Lin. Ft.

3 lb. Anode

Tracer Wire

2.00

1093.00

Each

Lin. Ft.

NORTH

Scale: 1" = 20'

(Reduced Scale: 1" = 30')

20'

0'

20'

40'

60'

23+00

Existing Grade

23+00

WATER MAIN QUANTITIES

24+00

NEW 10" HDD HDPE DIPS WATER MAIN

NEW 10" HDD HDPE DIPS WATER MAIN

24+00

25+00

25+00

26+00

Existing Grade

1925

1920

1915

1910

1905

New Water Mains

from Well 17 to the

ASR System.

HASTINGS

UTILITIES

1900

26+00

Dsn K. Miller

Drwn S. Struss

Date 1/27/2026

Sup't. B. Lubken

W.O. No. WA-126

Ckd

Ckd

Sheet No. CW1.3

No.

ASR-001

Commodity Codes

• NAICS 237110Water and Sewer Line and Related Structures Construction

* Disclaimer: Government BidHub provides information on bids, RFPs (Requests for Proposals), and RFQs (Requests for Qualifications) solely for convenience and informational purposes. This site is not an official public notice board. For official details, responses, or inquiries, please contact the relevant government agency directly.