DHPC PDC 13.8KV SWITCHGEAR HU 2026-49
| Location: | Nebraska |
|---|---|
| Posted: | Apr 13, 2026 |
| Due: | May 20, 2026 |
| Agency: | City of Hastings |
| Type of Government: | State & Local |
| Category: |
|
| Publication URL: | To access bid details, please log in. |
DHPC PDC 13.8KV SWITCHGEAR HU 2026-49
Attachment Preview
General Legend
Gas Main
Gas Service
New Water Main on Plan Sheets
Existing Water Main on Plan Sheets
New Water Service on Plan Sheets
Existing Water Service on Plan Sheets
New Water Main on Fitting Detail Sheets
Existing Water Main on Fitting Detail Sheets
Sanitary Sewer Main
Sanitary Sewer Service
Underground Electrical Cable
Underground Electrical Service
Overhead Electrical Cable
Overhead Electrical Service
Underground Telephone Cable
Underground Telephone Service
Underground Cable TV
Underground Cable TV Service
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
Existing Storm Sewer
Tracer Wire Riser
Abandon In-Place Existing Water Mains and Remove Old Valve Boxes and Stop Boxes.
After New Main Passes Tests and Services Have Been Reconnected to the New Main.
Existing Permanent Easement
New Permanent Easement
New Right of Way
Temporary Easement
Cover
Quantities
CW1.1 to CW1.12
CW2.1 to CW2.2
CW3.1 to CW3.2
Sheet Index
Plan Cover Sheet
Sheet Layout and Quantities
Water Main Improvements Plan and Profile Sheets
Water Main Improvements Civil Fitting Details
Water Main Improvements Civil Standard Plan Details
ONLY EXISTING SANITARY SEWER AND
PROPOSED STORM SEWER ARE SHOWN IN
THE PROFILE. ALL OTHER EXISTING
UNDERGROUND UTILITIES ARE TO BE FIELD
VERIFIED DURING CONSTRUCTION.
R
Know what's below.
Call before you dig.
HASTINGS
UTILITIES
City of Hastings
Hastings Southeast Water
Main Improvements Phase 2
WA-342 HU 2026-12
26th Street
26th Street
Hastings
Lake
South Shore Drive
Hastings Municipal Airport
South Shore Drive
YMCA/
Champions
Wharfside Drive
Burlington Avenue / Highway 281
Med.
22nd Street
Park
19th Street
Sunmart
Paradise
Park
Drive
Lane
Drive
St.
Michael's
2nd Street
17th Street
Watson
School
Westchester Drive
Drainageway
14th Street
Edgewood Lane
32
Elk Lane
Indian Acres Drive
Sheridan Drive
Heritage 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
Field
6th Street
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
Highway 6/"J" Street
Zion Lutheran
Church & School
Ag Processing, Inc.
Grain Elevators
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
Dana
Great
Plains
Highway 6/"J" Street
I Street
Armour
L&H
Scherbarth
JESCO
Servi-Tech
Carter
Park
Elizabeth Lane
Renae Lane
H Street
K Street
L Street
M Street
A Street
B Street
C Street
D Street
E Street
F Street
G Street
H Street
Kent Street
Lincoln
Park
Fitzgerald Lane
Fire
Station
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
Kent Street
Wayfair Drive
Highway 6/"J" Street
Avalon
Bentwood
Cranbrook
Durwood
Hastings Southeast NDOT
Project S-6-4(1022)
C.N.41086 Water Main
Improvements.
WR-139
12th Street
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
I, Keith A. Miller, am the Coordinating Professional
on the HASTINGS SOUTHEAST WATER MAIN
IMPROVEMENTS PHASE 2
WA-342 HU 2026-12
Hastings Southeast NDOT
Project S-6-4(1022) C.N.41086
Water Main Improvements
Phase 2
HASTINGS
UTILITIES
FOR
BID
Dsn K. Miller
Drwn S. Struss
Date 12/30/2025
Sup't. B. Lubken
W.O. No. WA-342
Ckd
Ckd
Sheet No. Cover
No.
WR-139
(Paid by Hastings Utilities)
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 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".
3. The Contractor will be Responsible for Calling "Diggers Hotline"
for Locations of all Underground Facilities.
4. The Contractor will be Responsible for Any and All Surface
Disturbance caused by them.
5. 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.
6. Any Potholing or Excavating of Existing Utilities Needed to
Complete this Project is Subsidiary to the Bid.
7. Some Properties in the Project Area May Have Underground
Sprinklers on them. Any Damages and Repairs will be the
Responsibility of the Contractor.
R
Know what's below.
Call before you dig.
HASTINGS
UTILITIES
City of Hastings
Hastings Southeast Water
Main Improvements Phase 2
WA-342 HU 2026-12
NEW 12" HDD CLASS 52 DIP WATER MAIN
NEW 12" HDD CLASS 52 DIP WATER MAIN
NEW 12" HDD CLASS 52 DIP WATER MAIN
CW1.1
CW1.2
CW1.3
CW1.4
NEW 12" HDD CLASS 52 DIP WATER MAIN
NEW 12" HDD CLASS
52 DIP WATER MAIN
NEW 12" HDD CLASS 52 DIP WATER MAIN
NEW 12" HDD CLASS 52 DIP WATER MAIN
NEW 12" HDD CLASS 52 DIP WATER MAIN
NEW 12" HDD CLASS 52 DIP WATER MAIN
NEW 12" CLASS 52 DIP WATER MAIN
NEW 12" CLASS 52 DIP WATER MAIN
CW1.5
CW1.6
NEW 12" CLASS 52 DIP WATER MAIN
NEW 12" CLASS 52 DIP WATER MAIN
FUTURE 24" WATER MAIN
CW1.7
CW1.8
NEW 10" CLASS 52 DIP WATER MAIN
12" HDD Class 52 DIP Water Main
10" HDD Class 52 DIP Water Main
12" Class 52 DIP Water Main
10" Class 52 DIP Water Main
6" Class 52 DIP Water Main
12" DIP Water Main w/Retaining Gaskets
10" DIP Water Main w/Retaining Gaskets
18" Casing, tw=.25"
16" Casing, tw=.25"
12" Gate Valve and Box
10" Gate Valve and Box
6" Gate Valve and Box
Fire Hydrant (9'-0" Bury)
Fire Hydrant (7'-0" Bury)
Fire Hydrant (6'-6" Bury)
Fire Hydrant (6'-0" Bury)
12"x 12" MJ Tee (4)
12"x 10" MJ Tee (1)
12"x 6" MJ Tee (4)
10"x 10" MJ Tee (9)
10"x 6" MJ Tee (3)
12" 45° MJ Bend (2)
12" 22.5° MJ Bend (2)
10" 90° MJ Bend (1)
10" 45° MJ Bend (2)
6" 90° MJ Bend (4)
1349.00
1219.00
17.00
89.00
20.00
92.00
250.00
85.00
190.00
11.00
13.00
10.00
1.00
2.00
3.00
3.00
640.00
140.00
440.00
1080.00
330.00
172.00
160.00
89.00
140.00
156.00
Lin. Ft.
Lin. Ft.
Lin. Ft.
Lin. Ft.
Lin. Ft.
Lin. Ft.
Lin. Ft.
Lin. Ft.
Lin. Ft.
Each
Each
Each
Each
Each
Each
Each
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
WATER MAIN QUANTITIES
24"x 12" MJ Reducer (1)
12"x 10" MJ Reducer (2)
10"x 6" MJ Reducer (3)
6", 72" SW x SW Adapter (1)
6", 36" SW x SW Adapter (8)
6" 90° Hydrant Ell (7)
12" MJ Plug (3)
10" MJ Plug (8)
6" MJ Plug (1)
10" MJ Cap (2)
12" Foster Adaptor
10" Foster Adaptor
6" Foster Adaptor
24" MEGA Lug
12" MEGA Lug
10" MEGA Lug
Remove Fire Hydrant Assembly
2" Water Service w/Casing 120' to 140'
2" Water Service w/Casing 100' to 120'
1.5" Water Service w/Casing 80' to 100'
1" Water Service w/Casing 80' to 100'
1" Water Service w/Casing 20' to 40'
1.5" Water Service 0' to 20'
1" Water Service 0' to 20'
305.00
122.00
141.00
174.00
696.00
364.00
138.00
288.00
16.00
64.00
16.00
24.00
5.00
1.00
9.00
13.00
4.00
1.00
1.00
4.00
7.00
1.00
2.00
8.00
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
Each
3 lb. Anode
Blue Water Marking Tape
Tracer Wire
Tracer Wire Riser
Thrust Block
9.00
3198.00
3198.00
9.00
24.00
Each
Lin. Ft.
Lin. Ft.
Each
Each
I, Keith A. Miller, am the Coordinating Professional
on the HASTINGS SOUTHEAST WATER MAIN
IMPROVEMENTS PHASE 2
WA-342 HU 2026-12
Hastings Southeast NDOT
Project S-6-4(1022) C.N.41086
Water Main Improvements
Phase 2
HASTINGS
UTILITIES
FOR
BID
Dsn K. Miller
Drwn S. Struss
Date 12/30/2025
Sup't. B. Lubken
W.O. No. WA-342
Ckd
Ckd
Sheet No. Quantities
No.
WR-139
(Paid by Hastings Utilities)
819 East South Street
1007 East South Street
P1d
1921.84
1917.09 (FL)
1916.42 (Btm Ftg)
South Street
Asphalt/Concrete
P2d
1919.52
1915.52 (FL)
1914.85 (Btm Ftg)
P3d
1919.52
1914.52 (FL)
1913.85 (Btm Ftg)
P4d
1919.75
1915.25 (FL)
1914.58 (Btm Ftg)
South Street
Asphalt/Concrete
910 East South Street
916 East South Street
P6d
1914.40
1909.40 (FL)
1908.73 (Btm Ftg)
P6d
1914.40
1909.40 (FL)
1908.73 (Btm Ftg)
P8d
1913.98
1910.65 (FL)
1909.98 (Btm Ftg)
P9d
1913.55
1910.55 (FL)
1909.88 (Btm Ftg)
P10d
1913.11
1910.36 (FL)
1909.69 (Btm Ftg)
P11d
1913.52
1910.10 (FL)
1909.43 (Btm Ftg)
South Street
Asphalt/Concrete
P1s
1913.89
1909.22 (FLS)
1908.55 (Btm Ftg)
P7d
1913.45
1910.45 (FL)
922 East South Street
1909.78 (Btm Ftg)
A
CW1.1
A
806 East South Street
2372+00
1920
1915
1910
2373+00
Proposed Grade
PHASE 1 10" WATER MAIN
2374+00
Phase 1 10" WATER MAIN
20'
2375+00
NORTH
Scale: 1" = 20'
(Reduced Scale: 1" = 30')
0'
20'
40'
60'
2376+00
Proposed Grade
PROPOSED 18" STORM SEWER
1905
1900
1895
2372+00
No.
R
Know what's below.
Call before you dig.
Revision
2373+00
By
Date
Ckd
2374+00
App
10" HDD Class 52 DIP Water Main
10" Class 52 DIP Water Main
10" Gate Valve and Box
6" Gate Valve and Box
Fire Hydrant (6'-0" Bury)
10"x 10" MJ Tee (1)
10"x 6" MJ Tee (1)
10" 45° MJ Bend (2)
6" 90° Hydrant Ell (1)
6", 36" SW x SW Adapter (1)
10" MJ Plug (2)
48.00
5.00
2.00
1.00
1.00
120.00
90.00
140.00
52.00
87.00
72.00
Lin. Ft.
Lin. Ft.
Each
Each
Each
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
2375+00
WATER MAIN QUANTITIES
10" Foster Adaptor
10" MEGA Lug
Remove Fire Hydrant Assembly
3 lb. Anode
Blue Water Marking Tape
Tracer Wire
Tracer Wire Riser
Thrust Block
1" Water Service 0' to 20'
4.00
3.00
1.00
1.00
58.00
58.00
1.00
5.00
1.00
Each
Each
Each
Each
Lin. Ft.
Lin. Ft.
Each
Each
Each
2376+00
A
NOTE 922 SERVICE
Install
1 - 1" Service Saddle
1 - 1" Curb Stop and Box
1 - 1" Service Connection
8 LF - 1" Service Line
2377+00
2378+00
Proposed Grade
1920
1915
PROPOSED 30"
STORM SEWER
PROPOSED 30" STORM SEWER
48 LF OF 10" HDD WATER MAIN
1910
1905
1900
2377+00
I, Keith A. Miller, am the Coordinating Professional
on the HASTINGS SOUTHEAST WATER MAIN
IMPROVEMENTS PHASE 2
WA-342 HU 2026-12
1895
2378+00
Hastings Southeast NDOT
Project S-6-4(1022) C.N.41086
Dsn K. Miller
Drwn S. Struss
Date 12/30/2025
Sta. 2372+00 to Sta. 2378+00 Sup't. B. Lubken
Water Main Improvements
W.O. No. WA-342
Ckd
Phase 2
Ckd
HASTINGS
UTILITIES
FOR
BID
Sheet No. CW1.1
No.
WR-139
(Paid by Hastings Utilities)
1007 East South Street
B
NOTE 1007 SERVICE
Install
1 - 1" Service Saddle
1 - 1" Curb Stop and Box
1 - 1" Service Connection
81 LF - 1" Service Line
73 LF - 2 21" Poly Casing
B
D
South Street
Asphalt/Concrete
Q4d
1912.28
1908.78 (FL)
1908.11 (Btm Ftg)
Q1d
1911.43
1909.43 (FL)
1908.76 (Btm Ftg)
Q2d
1912.57
1908.49 (FL)
1907.82 (Btm Ftg)
Q3d
1912.57
1907.90 (FL)
1907.23 (Btm Ftg)
1103 East South Street
Q5d
1912.28
1908.61 (FL)
1907.94 (Btm Ftg)
C
CW1.1
15'-0"
C
South Street
Asphalt/Concrete
D
NOTE 203,1113 SERVICES
Install
1 - 1" Service Saddle
1 - 1" Curb Stop and Box
1 - 1" Service Connection
12 LF - 1" Service Line
1113 East South Street
Q7d
1910.49
1908.24 (FL)
1907.57 (Btm Ftg)
D
Q8d
1911.68
1907.76(FL)
1907.09 (Btm Ftg)
C
Q9d
1911.67
1907.00 (FL)
1906.33 (Btm Ftg)
C
South Street
Asphalt/Concrete
B
CW1.1
1100 E. South St.
Q6d
1911.05
1908.05 (FL)
1907.38 (Btm Ftg)
2378+00
1920
1915
1910
1905
1900
1895
2378+00
No.
R
Know what's below.
Call before you dig.
2379+00
NORTH
Scale: 1" = 20'
(Reduced Scale: 1" = 30')
20'
0'
20'
40'
60'
2380+00
2381+00
2382+00
1108 East South Street
2383+00
1120 East South Street
C
NOTE 1100,1108,1120 SERVICES
Install
1 - 1" Service Saddle
1 - 1" Curb Stop and Box
1 - 1" Service Connection
80 LF - 1" Service Line
75 LF - 2 21" Poly Casing
2384+00
1920
Proposed Grade
PROPOSED 30" STORM SEWER
297 LF OF 10" HDD WATER MAIN
Finished Grade Same
as Existing
PROPOSED 36" STORM SEWER
Proposed Grade
Proposed Grade
304 LF OF 10" HDD WATER MAIN
1915
1910
1905
1900
Revision
2379+00
By
Date
Ckd
2380+00
App
10" HDD Class 52 DIP Water Main
10" Cl. 52 DIP w/Retaining Gaskets
6" Class 52 DIP Water Main
16" Casing, tw=.25"
10" Gate Valve and Box
6" Gate Valve and Box
Fire Hydrant (6'-6" Bury)
10"x 10" MJ Tee (2)
10"x 6" MJ Tee (1)
6" 90° MJ Bend (4)
10"x 6" MJ Reducer (2)
601.00
81.00
20.00
60.00
3.00
3.00
2.00
240.00
110.00
156.00
94.00
Lin. Ft.
Lin. Ft.
Lin. Ft.
Lin. Ft.
Each
Each
Each
Pounds
Pounds
Pounds
Pounds
2381+00
WATER MAIN QUANTITIES
6" 90° Hydrant Ell (1)
6", 72" SW x SW Adapter (1)
6", 36" SW x SW Adapter (1)
10" MJ Plug (1)
10" Foster Adaptor
6" Foster Adaptor
10" MEGA Lug
1" Water Service w/Casing 80' to 100'
1" Water Service 0' to 20'
52.00
174.00
87.00
36.00
7.00
4.00
2.00
4.00
2.00
Pounds
Pounds
Pounds
Pounds
Each
Each
Each
Each
Each
3 lb. Anode
Blue Water Marking Tape
Tracer Wire
Tracer Wire Riser
Thrust Block
2382+00
2.00
660.00
660.00
2.00
5.00
Each
Lin. Ft.
Lin. Ft.
Each
Each
2383+00
I, Keith A. Miller, am the Coordinating Professional
on the HASTINGS SOUTHEAST WATER MAIN
IMPROVEMENTS PHASE 2
WA-342 HU 2026-12
1895
2384+00
Hastings Southeast NDOT
Project S-6-4(1022) C.N.41086
Dsn K. Miller
Drwn S. Struss
Date 12/30/2025
Sta. 2378+00 to Sta. 2384+00 Sup't. B. Lubken
Water Main Improvements
W.O. No. WA-342
Ckd
Phase 2
Ckd
HASTINGS
UTILITIES
FOR
BID
Sheet No. CW1.2
No.
WR-139
(Paid by Hastings Utilities)
1117 East South Street
E
G
R1d
1911.36
1908.11 (FL)
197.44 (Btm Ftg)
R2d
1911.13
1907.63 (FL)
1906.96 (Btm Ftg)
South Street
Asphalt/Concrete
E
NOTE 1117 SERVICE
Install
1 - 1 21" Service Saddle
1 - 1 21" Curb Stop and Box
1 - 1 21"" Service Connection
12 LF - 1 21"" Service Line
F
NOTE 1211,1301 SERVICES
Install
1 - 1" Service Saddle
1 - 1" Curb Stop and Box
1 - 1" Service Connection
12 LF - 1" Service Line
G
R4d
1910.85
1906.85 (FL)
1906.18 (Btm Ftg)
R5d
1910.61
1906.19 (FL)
1905.52 (Btm Ftg)
R6d
1910.67
1906.00 (FL)
1905.33 (Btm Ftg)
1211 East South Street
F
South Street
Asphalt/Concrete
G
NOTE 1200,1200 1/2,1400 SERVICES
Install
1 - 1" Service Saddle
1 - 1" Curb Stop and Box
1 - 1" Service Connection
75 LF - 1" Service Line
70 LF - Bore 2 21" Poly Casing
D
CW1.1
1301 E. South St.
F
1327 E. South St.
E
CW1.1
1906.50 Ground
1906.50 (FL)
R9d
1909.83
1905.58 (FL)
1904.91 (Btm Ftg)
20'-0"
R10d
1909.82
1905.15 (FL)
1904.48 (Btm Ftg)
South Street
Asphalt/Concrete
R11d
1909.50
1905.08 (FL)
1905.13 (Btm Ftg)
R1s
1909.18
1904.85 (FL)
1904.18 (Btm Ftg)
R12d
1909.50
1905.00 (FL)
1904.33 (Btm Ftg)
R14d
1909.58
1905.25 (FL)
1904.58 (Btm Ftg)
R13d
1909.62
1905.12 (FL)
1904.45 (Btm Ftg)
R3d
1911.28
1907.28 (FL)
1906.61 (Btm Ftg)
1200 East South Street
1120 East South Street
2384+00
1200 1/2 East South Street
Building Behind Barrel Bar
2385+00
R7d
1910.71
1906.71 (FL)
1906.04 (Btm Ftg)
R8d
1910.13
1906.88 (FL)
1906.21 (Btm Ftg)
F
CW1.1
G
F
CW1.1
2386+00
NORTH
Scale: 1" = 20'
(Reduced Scale: 1" = 30')
20'
0'
20'
40'
60'
2387+00
2388+00
1400 E. South St.
2389+00
2390+00
1920
1915
1910
1905
1900
1895
2384+00
No.
R
Know what's below.
Call before you dig.
1920
Proposed Grade
Proposed Grade
Proposed Grade
1915
1910
380 LF OF 10" HDD WATER MAIN
190 LF OF 10" HDD WATER MAIN
30 LF OF
12" HDD
WATER MAIN
1905
1900
Revision
2385+00
By
Date
Ckd
2386+00
App
12" HDD Class 52 DIP Water Main
10" HDD Class 52 DIP Water Main
10" Cl. 52 DIP w/Retaining Gaskets
10" Class 52 DIP Water Main
16" Casing, tw=.25"
12" Gate Valve and Box
10" Gate Valve and Box
6" Gate Valve and Box
Fire Hydrant (7'-0" Bury)
12"x 12" MJ Tee (1)
12"x 10" MJ Tee (1)
10"x 10" MJ Tee (4)
30.00
570.00
80.00
75.00
60.00
1.00
6.00
1.00
1.00
160.00
140.00
720.00
Lin. Ft.
Lin. Ft.
Lin. Ft.
Lin. Ft.
Lin. Ft.
Each
Each
Each
Each
Pounds
Pounds
Pounds
2387+00
WATER MAIN QUANTITIES
10"x 6" MJ Tee (1)
12" 22.5° MJ Bend (1)
10" 90° MJ Bend (1)
10" 45° MJ Bend (2)
12"x 10" MJ Reducer (1)
6" 90° Hydrant Ell (1)
6", 36" SW x SW Adapter (1)
12" MJ Plug (1)
10" MJ Plug (3)
6" MJ Plug (1)
10" MJ Cap (2)
12" Foster Adaptor
90.00
80.00
89.00
140.00
61.00
52.00
87.00
46.00
108.00
16.00
64.00
4.00
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Pounds
Each
2388+00
10" Foster Adaptor
12" MEGA Lug
10" MEGA Lug
Remove Fire Hydrant Assembly
1 1/2" Water Service 0' to 20'
1" Water Service w/Casing 80' to 100'
1" Water Service 0' to 20'
3 lb. Anode
Blue Water Marking Tape
Tracer Wire
Tracer Wire Riser
Thrust Block
10.00
1.00
7.00
1.00
1.00
3.00
2.00
2.00
830.00
830.00
1.00
7.00
Each
Each
Each
Each
Each
Each
Each
Each
Lin. Ft.
Lin. Ft.
Each
Each
2389+00
I, Keith A. Miller, am the Coordinating Professional
on the HASTINGS SOUTHEAST WATER MAIN
IMPROVEMENTS PHASE 2
WA-342 HU 2026-12
1895
2390+00
Hastings Southeast NDOT
Project S-6-4(1022) C.N.41086
Dsn K. Miller
Drwn S. Struss
Date 12/30/2025
Sta. 2384+00 to Sta. 2390+00 Sup't. B. Lubken
Water Main Improvements
W.O. No. WA-342
Ckd
Phase 2
Ckd
HASTINGS
UTILITIES
FOR
BID
Sheet No. CW1.3
No.
WR-139
(Paid by Hastings Utilities)
This is the opportunity summary page. It provides an overview of this opportunity and a preview of the attached documentation.
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