Sealed bids for the Overlander Road Paving Improvements (West 6
th
Avenue to Highway 50), Project No. PV2304 will be received at the office of the City Clerk, City of Emporia, Kansas located upstairs at 104 E. 5
th
Avenue, up to 2:00 p.m. on Tuesday, August 26
th
, 2025, and then publicly opened in the Engineering Department’s Conference Room located at 522 Mechanic Street. A pre-bid conference will be held at 2:00 p.m. on Tuesday, August 19
th
, 2025, at the same location.
The work for the Overlander Road Paving Improvements Project will consist of the approximate quantities:
|
Mobilization
|
1
|
LS
|
|
Removal of Exisiting Structures
|
1
|
LS
|
|
Foundation Stabilization (Roadway) (Set Price)
|
1
|
CY
|
|
Contractor Construction Staking
|
1
|
LS
|
|
Clearing and Grubbing
|
1
|
LS
|
|
Temporary Surfacing Material (Aggregate) (Set Price)
|
1
|
CY
|
|
Removal of Chain Link Fence
|
2,511
|
LF
|
|
Fence (Construction ) (Temporary)
|
2,511
|
LF
|
|
Saw Cuts
|
1,947
|
LF
|
|
Common Excavation (URB)
|
7,524
|
CY
|
|
Rock Excavation
|
3,591
|
CY
|
|
Compaction of Earthwork (Type B) (MR-90)
|
2,699
|
CY
|
|
Compaction of Earthwork (Type A) (MR-5-5)
|
1,443
|
CY
|
|
Water (Grading) (Set Price)
|
1
|
MGAL
|
|
Water (Aggregate Base) (Set Price)
|
1
|
MGAL
|
|
Aggregate Base (AB-3) (6”)
|
20,560
|
SY
|
|
Aggregate Base (AB-3) (8”)
|
654
|
SY
|
|
Flowable Fill (Low Strength)
|
308
|
CY
|
|
Curb and Gutter Combined (AE)
|
6,996
|
LF
|
|
Concrete Pavement (9” Uniform) (NRDJ) (AE)
|
725
|
SY
|
|
Concrete Pavement (9” Uniform) (AE)
|
1,361
|
SY
|
|
Concrete Pavement (8” Uniform) (AE) (Plain)
|
286
|
SY
|
|
Flume Inlet (Concrete)
|
2
|
EA
|
|
Mailbox Installation (Set Price)
|
2
|
EA
|
|
Sidewalk Construction (4”) (AE)
|
1,813
|
SY
|
|
Sidewalk Ramp (4”) (AE)
|
8
|
SY
|
|
Aggregate Ditch Lining (4”)
|
6
|
TONS
|
|
Monument Box
|
1
|
EA
|
|
HMA (Commercial Grate) (Class A)
|
9,856
|
TONS
|
|
Inlet (Type 22 Curb) (Precast) (15’x7.25’)
|
2
|
EA
|
|
Inlet (Type 22 Curb) (Precast) (7’x7’)
|
1
|
EA
|
|
Inlet (Type 22 Curb) (Precast) (7’x6’)
|
1
|
EA
|
|
Inlet (Type 22 Curb) (Precast) (7’x5’)
|
3
|
EA
|
|
Manhole (Storm Sewer) (Precast) (7’x7’)
|
2
|
EA
|
|
Manhole (Storm Sewer) (Precast) (5’x5’)
|
2
|
EA
|
|
Inlet-Manhole (Special) (Precast) (5.5’x4.5’)
|
2
|
EA
|
|
Inlet-Manhole (Special) (Precast) (5’x5’)
|
3
|
EA
|
|
Inlet-Manhole (Special) (Precast) (4’x4’)
|
3
|
EA
|
|
Storm Sewer (4” PVCP)
|
8
|
LF
|
|
Storm Sewer (6” PVCP)
|
8
|
LF
|
|
Storm Sewer (12” HDPE)
|
12
|
LF
|
|
Storm Sewer (15” HDPE)
|
548
|
LF
|
|
Storm Sewer (18” HDPE)
|
371
|
LF
|
|
Storm Sewer (24” HDPE)
|
830
|
LF
|
|
Storm Sewer (36” HDPE)
|
180
|
LF
|
|
Storm Sewer (42” HDPE)
|
244
|
LF
|
|
Storm Sewer (15” RCP)
|
290
|
LF
|
|
Storm Sewer (18” RCP)
|
164
|
LF
|
|
Storm Sewer (24” RCP)
|
88
|
LF
|
|
Storm Sewer (36” RCP)
|
340
|
LF
|
|
Storm Sewer 10.2 SF RCPHE)
|
164
|
LF
|
|
End Section (15” (RC) (Type I)
|
1
|
EA
|
|
End Section (18”) (RC) (Type I)
|
1
|
EA
|
|
Concrete (Grade 4.0) (RCB)
|
186.6
|
CY
|
|
Concrete (Grade 4.0) (AE) (RCB)
|
113.4
|
CY
|
|
Bridge Backwall Protection System
|
347
|
SY
|
|
Reinforcing Steel (Gr. 60)
|
3,590
|
LBS
|
|
Reinforcing Steel (Gr. 60) (Epoxy Coated)
|
69,730
|
LBS
|
|
Class III Excavation
|
222
|
CY
|
|
Foundation Stabilization
|
86
|
CY
|
|
Concrete for Seal Course (Set Price)
|
1
|
CY
|
|
Granular Backfill (Wingwalls)
|
54
|
CY
|
|
Concrete Safety Barrier (Type II)
|
45
|
LF
|
|
Concrete Safety Barrier (Special)
|
40
|
LF
|
|
Fence (Chain Link) Special) (6’)
|
68
|
LF
|
|
Temporary Fertilizer (15-30-15)
|
563.1
|
LBS
|
|
Temporary Seed (Canada Wildrye)
|
74.2
|
LBS
|
|
Temporary Seed (Grain Oats)
|
166.95
|
LBS
|
|
Temporary Seed (Sterile Wheatgrass)
|
166.95
|
LBS
|
|
Soil Erosion Mix
|
6.6
|
LBS
|
|
Erosion Control (Class I, Type C)
|
418
|
SY
|
|
Erosion Control (Class II)
|
920
|
SY
|
|
Sediment Removal (Set Price)
|
1
|
CY
|
|
Temporary Berm (Set Price)
|
1
|
LF
|
|
Temporary Inlet Sediment Barrier
|
17
|
EA
|
|
Filter Sock (18”)
|
72
|
LF
|
|
Silt Fence
|
1,876
|
LF
|
|
SWPPP Design
|
1
|
LS
|
|
SWPPP Inspection
|
20
|
EA
|
|
Water Pollution Control Manager
|
20
|
EA
|
|
Mulching Tacking Slurry
|
4,995
|
LBS
|
|
Mulching
|
11.1
|
TONS
|
|
Water (Erosion Control) (Set Price)
|
1
|
MGAL
|
|
Fertilizer (15-30-15)
|
593.6
|
LBS
|
|
Seed (Fescue) (Tall Turf Type Blend) (Rebel)
|
445.2
|
LBS
|
|
Sign (Flat Sheet) (High Performance)
|
114
|
SF
|
|
Sign Post (2” PSST)
|
180
|
LF
|
|
Sign Post Footing (2-1/4” PSST)
|
18
|
EA
|
|
Pavement Marking (Multi-Component) (White) (6”)
|
382
|
LF
|
|
Pavement Marking (Multi-Component) (Yellow) (4”)
|
658
|
LF
|
|
Pavement Marking (Thermoplastic) (White) (6”)
|
200
|
LF
|
|
Pavement Marking (Thermoplastic) (Yellow) (4”)
|
9,368
|
LF
|
|
Pavement Marking (Thermoplastic) (Yellow) 12”)
|
199
|
LF
|
|
Pavement Marking (Intersection Grade) (White) (24’)
|
139
|
LF
|
|
Pavement Marking (Intersection Grade) (White) (Left Arrow)
|
23
|
EA
|
|
Pavement Marking (Removal)
|
400
|
LF
|
|
Flagger (Set Price)
|
1
|
HR
|
|
Traffic Control
|
1
|
LS
|
|
Waterline (12”) (C-900) (In Place)
|
2,540
|
LF
|
|
Waterline (10”) (C-900) (In Place)
|
60
|
LF
|
|
Waterline (8”) (C-900) (In Place)
|
20
|
LF
|
|
Waterline (6”) (C-900) (In Place)
|
12
|
LF
|
|
12”x12”x12” Tapping Tee with Valve and Box
|
1
|
EA
|
|
12”x12”x12” Tee
|
2
|
EA
|
|
12”x8”x12” Tee
|
2
|
EA
|
|
12”x6”x12” Tee
|
2
|
EA
|
|
8”x45 Degree Bend
|
2
|
EA
|
|
10”x45 Degree Bend
|
2
|
EA
|
|
Butterfly Valve and Box (12”)
|
10
|
EA
|
|
Gate Valve and Box (8”)
|
2
|
EA
|
|
Gate Valve and Box (6”)
|
1
|
EA
|
|
12”x10” Reducer
|
1
|
EA
|
|
Steel Casing (18”)
|
120
|
LF
|
|
Fire Hydrant Assembly
|
5
|
EA
|
|
Waterline Service Tie-Over
|
4
|
EA
|
|
Connection to Exisiting Waterlines
|
7
|
EA
|
|
Force Main (16”) (C-900) (RJ) (In Place)
|
120
|
LF
|
|
16”x45 Degree Bend
|
4
|
EA
|
|
Steel Casing (24”)
|
60
|
LF
|
|
Mobilization
|
1
|
LS
|
|
Removal of Exisiting Structures
|
1
|
LS
|
|
Foundation Stabilization (Roadway) (Set Price)
|
1
|
CY
|
|
Contractor Construction Staking
|
1
|
LS
|
|
Clearing and Grubbing
|
1
|
LS
|
|
Temporary Surfacing Material (Aggregate) (Set Price)
|
1
|
CY
|
|
Removal of Chain Link Fence
|
2,511
|
LF
|
|
Fence (Construction ) (Temporary)
|
2,511
|
LF
|
|
Saw Cuts
|
1,947
|
LF
|
|
Common Excavation (URB)
|
6,568
|
CY
|
|
Rock Excavation
|
3,591
|
CY
|
|
Compaction of Earthwork (Type B) (MR-90)
|
2,699
|
CY
|
|
Compaction of Earthwork (Type A) (MR-5-5)
|
1,443
|
CY
|
|
Water (Grading) (Set Price)
|
1
|
MGAL
|
|
Water (Aggregate Base) (Set Price)
|
1
|
MGAL
|
|
Aggregate Base (AB-3) (6”)
|
20,560
|
SY
|
|
Aggregate Base (AB-3) (8”)
|
654
|
SY
|
|
Flowable Fill (Low Strength)
|
308
|
CY
|
|
Curb and Gutter Combined (AE)
|
6,996
|
LF
|
|
Concrete Pavement (9” Uniform) (NRDJ) (AE)
|
14,932
|
SY
|
|
Concrete Pavement (9” Uniform) (AE)
|
1,361
|
SY
|
|
Concrete Pavement (8” Uniform) (AE) (Plain)
|
286
|
SY
|
|
Flume Inlet (Concrete)
|
2
|
EA
|
|
Mailbox Installation (Set Price)
|
2
|
EA
|
|
Sidewalk Construction (4”) (AE)
|
1,813
|
SY
|
|
Sidewalk Ramp (4”) (AE)
|
8
|
SY
|
|
Aggregate Ditch Lining (4”)
|
6
|
TONS
|
|
Monument Box
|
1
|
EA
|
|
Inlet (Type 22 Curb) (Precast) (15’x7.25’)
|
2
|
EA
|
|
Inlet (Type 22 Curb) (Precast) (7’x7’)
|
1
|
EA
|
|
Inlet (Type 22 Curb) (Precast) (7’x6’)
|
1
|
EA
|
|
Inlet (Type 22 Curb) (Precast) (7’x5’)
|
3
|
EA
|
|
Manhole (Storm Sewer) (Precast) (7’x7’)
|
2
|
EA
|
|
Manhole (Storm Sewer) (Precast) (5’x5’)
|
2
|
EA
|
|
Inlet-Manhole (Special) (Precast) (5.5’x4.5’)
|
2
|
EA
|
|
Inlet-Manhole (Special) (Precast) (5’x5’)
|
3
|
EA
|
|
Inlet-Manhole (Special) (Precast) (4’x4’)
|
3
|
EA
|
|
Storm Sewer (4” PVCP)
|
8
|
LF
|
|
Storm Sewer (6” PVCP)
|
8
|
LF
|
|
Storm Sewer (12” HDPE)
|
12
|
LF
|
|
Storm Sewer (15” HDPE)
|
548
|
LF
|
|
Storm Sewer (18” HDPE)
|
371
|
LF
|
|
Storm Sewer (24” HDPE)
|
830
|
LF
|
|
Storm Sewer (36” HDPE)
|
180
|
LF
|
|
Storm Sewer (42” HDPE)
|
244
|
LF
|
|
Storm Sewer (15” RCP)
|
290
|
LF
|
|
Storm Sewer (18” RCP)
|
164
|
LF
|
|
Storm Sewer (24” RCP)
|
88
|
LF
|
|
Storm Sewer (36” RCP)
|
340
|
LF
|
|
Storm Sewer 10.2 SF RCPHE)
|
164
|
LF
|
|
End Section (15” (RC) (Type I)
|
1
|
EA
|
|
End Section (18”) (RC) (Type I)
|
1
|
EA
|
|
Concrete (Grade 4.0) (RCB)
|
186.6
|
CY
|
|
Concrete (Grade 4.0) (AE) (RCB)
|
113.4
|
CY
|
|
Bridge Backwall Protection System
|
347
|
SY
|
|
Reinforcing Steel (Gr. 60)
|
3,590
|
LBS
|
|
Reinforcing Steel (Gr. 60) (Epoxy Coated)
|
69,730
|
LBS
|
|
Class III Excavation
|
222
|
CY
|
|
Foundation Stabilization
|
78
|
CY
|
|
Concrete for Seal Course (Set Price)
|
1
|
CY
|
|
Granular Backfill (Wingwalls)
|
54
|
CY
|
|
Concrete Safety Barrier (Type II)
|
45
|
LF
|
|
Concrete Safety Barrier (Special)
|
40
|
LF
|
|
Fence (Chain Link) Special) (6’)
|
68
|
LF
|
|
Temporary Fertilizer (15-30-15)
|
563.1
|
LBS
|
|
Temporary Seed (Canada Wildrye)
|
74.2
|
LBS
|
|
Temporary Seed (Grain Oats)
|
166.95
|
LBS
|
|
Temporary Seed (Sterile Wheatgrass)
|
166.95
|
LBS
|
|
Soil Erosion Mix
|
6.6
|
LBS
|
|
Erosion Control (Class I, Type C)
|
418
|
SY
|
|
Erosion Control (Class II)
|
920
|
SY
|
|
Sediment Removal (Set Price)
|
1
|
CY
|
|
Temporary Berm (Set Price)
|
1
|
LF
|
|
Temporary Inlet Sediment Barrier
|
17
|
EA
|
|
Filter Sock (18”)
|
72
|
LF
|
|
Silt Fence
|
1,876
|
LF
|
|
SWPPP Design
|
1
|
LS
|
|
SWPPP Inspection
|
20
|
EA
|
|
Water Pollution Control Manager
|
20
|
EA
|
|
Mulching Tacking Slurry
|
4,995
|
LBS
|
|
Mulching
|
11.1
|
TONS
|
|
Water (Erosion Control) (Set Price)
|
1
|
MGAL
|
|
Fertilizer (15-30-15)
|
593.6
|
LBS
|
|
Seed (Fescue) (Tall Turf Type Blend) (Rebel)
|
445.2
|
LBS
|
|
Sign (Flat Sheet) (High Performance)
|
114
|
SF
|
|
Sign Post (2” PSST)
|
180
|
LF
|
|
Sign Post Footing (2-1/4” PSST)
|
18
|
EA
|
|
Pavement Marking (Multi-Component) (White) (6”)
|
382
|
LF
|
|
Pavement Marking (Multi-Component) (Yellow) (4”)
|
658
|
LF
|
|
Pavement Marking (Thermoplastic) (White) (6”)
|
200
|
LF
|
|
Pavement Marking (Thermoplastic) (Yellow) (4”)
|
9,368
|
LF
|
|
Pavement Marking (Thermoplastic) (Yellow) 12”)
|
199
|
LF
|
|
Pavement Marking (Intersection Grade) (White) (24’)
|
139
|
LF
|
|
Pavement Marking (Intersection Grade) (White) (Left Arrow)
|
23
|
EA
|
|
Pavement Marking (Removal)
|
400
|
LF
|
|
Flagger (Set Price)
|
1
|
HR
|
|
Traffic Control
|
1
|
LS
|
|
Waterline (12”) (C-900) (In Place)
|
2,540
|
LF
|
|
Waterline (10”) (C-900) (In Place)
|
60
|
LF
|
|
Waterline (8”) (C-900) (In Place)
|
20
|
LF
|
|
Waterline (6”) (C-900) (In Place)
|
12
|
LF
|
|
12”x12”x12” Tapping Tee with Valve and Box
|
1
|
EA
|
|
12”x12”x12” Tee
|
2
|
EA
|
|
12”x8”x12” Tee
|
2
|
EA
|
|
12”x6”x12” Tee
|
2
|
EA
|
|
8”x45 Degree Bend
|
2
|
EA
|
|
10”x45 Degree Bend
|
2
|
EA
|
|
Butterfly Valve and Box (12”)
|
10
|
EA
|
|
Gate Valve and Box (8”)
|
2
|
EA
|
|
Gate Valve and Box (6”)
|
1
|
EA
|
|
12”x10” Reducer
|
1
|
EA
|
|
Steel Casing (18”)
|
120
|
LF
|
|
Fire Hydrant Assembly
|
5
|
EA
|
|
Waterline Service Tie-Over
|
4
|
EA
|
|
Connection to Exisiting Waterlines
|
7
|
EA
|
|
Force Main (16”) (C-900) (RJ) (In Place)
|
120
|
LF
|
|
16”x45 Degree Bend
|
4
|
EA
|
|
Steel Casing (24”)
|
60
|
LF
|
Plans and bid documents are on file at the office of the City Engineer, 522 Mechanic Street, P.O. Box 928, Emporia, KS 66801 (620-343-4260). The cost for plans and bid documents is one hundred and twenty dollars ($120) which is nonrefundable. If the Contractor prefers plans and bid documents sent by UPS, there is an additional required fee of twenty dollars ($20). Also, the Contractor may request an electronic copy of plans and bid documents for a flat rate fee of twenty dollars ($20). The City of Emporia 2018 Master Set of Specifications (for all projects) is available upon request for a cost of $20 for a hard copy. A contractor either shall have a current set of City Master Specs or have a signed contractor’s acknowledgement on file with the City Engineer’s Office that they have read and shall abide by the 2018 Master Set of Specifications on the City Web page in order to bid City of Emporia projects.
Each bid shall be accompanied by a certified check, a cashier's check, or an approved bidder's bond in an amount of not less than five percent (5%) of the total amount of the bid. Any bid bond must be with a surety and guaranty company authorized to do business in the State of Kansas and acceptable to the City as Surety.
The Bidder to whom the Contract is awarded will be required to furnish statutory bond in the amount of one hundred percent (100%) of the Contract, and performance and maintenance bond in the amount of one hundred percent (100%) of the Contract; the bonds to be acceptable to the City of Emporia, Kansas, and conform to the requirements of the Contract documents.
The City of Emporia, Kansas, reserves the right to reject any or all bids and to waive defects in bids. No bids will be withdrawn for a period of sixty (60) days after the time set for opening of bids.
If you need accommodations due to a disability to participate in this event, meeting, or activity, or alternative format of written materials contact the
City of Emporia, City Manager’s Office
at least 48 hours before the event at
620-343-4250
.
