| Schedule of Prices |
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Contract No. |
4800 |
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County |
Leavenworth |
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Type of Work: Reconstruct 222nd Street (CR-1) from K-32
to US 24/40, new interchange and toll plazas at the KTA intersection,
relocated US 24/40 intersection and bridges. |
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BIDDING ITEM |
APPROXIMATE
QUANTITY |
UNITS |
UNIT PRICE |
AMOUNT |
|
KTA Interchange |
|
|
|
|
|
Mobilization |
1 |
L.S. |
|
|
|
Contractor Construction Staking |
1 |
L.S. |
|
|
|
Clearing and Grubbing |
1 |
L.S. |
|
|
|
Removal of Existing Obstructions |
1 |
L.S. |
|
|
|
Cleaning of Existing Structures |
1 |
L.S. |
|
|
|
Field Office |
1 |
Each |
|
|
|
Pavement Removal |
1,343 |
S.Y. |
|
|
|
Unclassified Excavation |
256,367 |
C.Y. |
|
|
|
Compaction of Earthwork (Type
AA)(MR-0-5) |
18,753 |
C.Y. |
|
|
|
Compaction of Earthwork (Type
AA)(MR-5-5) |
90,344 |
C.Y. |
|
|
|
Water (Grading) (Set) |
1 |
MGal |
$ 30.00 |
|
|
|
|
|
|
|
|
Concrete Pavement (10"
Uniform)(AE)(NRDJ) |
4,899 |
S.Y. |
|
|
|
Manipulation (Lime Treated Subgrade) |
5,984 |
S.Y. |
|
|
|
Lime |
74 |
Tons |
|
|
|
Water (Lime Treated Subgrade) (Set) |
1 |
MGal |
|
|
|
Aggregate fro Bituminous Surface
Course (BM-1KTA) |
3,663 |
Tons |
|
|
|
Asphalt Cement(PG 70-28) |
121 |
Tons |
|
|
|
Asphalt Cement(PG 64-28) |
62 |
Tons |
|
|
|
Aggregate fro Bituminous Base Course
(BM-2C) |
13,893 |
Tons |
|
|
|
Asphalt Cement(PG 64-28) |
695 |
Tons |
|
|
|
Drainable Base (Bound)(4") |
2,328 |
Tons |
|
|
|
Asphalt Cement(PG 64-28) |
49 |
Tons |
|
|
|
Aggregate for Bituminous Base Course
(BM-2) |
7,453 |
Tons |
|
|
|
Asphalt Cement(PG 64-28) |
373 |
Tons |
|
|
|
Aggregate Base (6")(AB-3) |
28,523 |
S.Y. |
|
|
|
Aggregate Base (10")(AB-3) |
10,677 |
S.Y. |
|
|
|
Aggregate Base (12")(AB-3) |
95 |
S.Y. |
|
|
|
Water (Aggregate Base)(Set) |
1 |
MGal |
|
|
|
Milling |
5,370 |
S.Y. |
|
|
|
Millings for Recycle |
23,270 |
Tons |
( ) |
( ) |
|
|
|
|
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|
Guardrail, Steel Plate |
575 |
L.F. |
|
|
|
Guardrail End Terminal (ET 2000) |
2 |
Each |
|
|
|
Guardrail End Terminal (Type II) |
2 |
Each |
|
|
|
Guardrail, Removal of Steel Plate |
1,288 |
L.F. |
|
|
|
|
|
|
|
|
|
Inlet-Manhole (Special) |
2 |
Each |
|
|
|
Cross Road Pipe (24")(RCP) |
232 |
L.F. |
|
|
|
End Section (24")(Type I) RC |
1 |
Each |
|
|
|
End Section (24")(Type III) RC |
1 |
Each |
|
|
|
Cross Road Pipe (30")(RCP) |
216 |
L.F. |
|
|
|
End Section (30")(Type I) RC |
1 |
Each |
|
|
|
Cross Road Pipe (36") (RCP) |
312 |
L.F. |
|
|
|
End Section (36")(Type I) RC |
2 |
Each |
|
|
|
End Section (36")(Type III) RC |
2 |
Each |
|
|
|
Edge Drains |
1,431 |
L.F. |
|
|
|
Outlet |
8 |
Each |
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|
Guidepost |
8 |
Each |
|
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|
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Toll Plaza (Entry) |
2 |
Each |
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Toll Plaza (Exit) |
2 |
Each |
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Toll Plaza Canopy (Entry) |
2 |
Each |
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Toll Plaza Canopy (Exit) |
2 |
Each |
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Toll Plaza Sign Structure (Entry) |
2 |
Each |
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|
|
Toll Plaza Sign Structure (Exit) |
2 |
Each |
|
|
|
Electrical System (Entry Plaza) |
2 |
Each |
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|
Electrical System (Exit Plaza) |
2 |
Each |
|
|
|
Curb-Gutter (Combined)(AE) |
900 |
L.F. |
|
|
|
Concrete Safety Barrier
(Type I) (32") |
788 |
L.F. |
|
|
|
Grade 3.0 Concrete (AE) |
24 |
C.Y. |
|
|
|
Impact Attenuator (ADIEM)(18') |
6 |
Each |
|
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|
Roadway Lighting |
1 |
L.S. |
|
|
|
Flowable Fill (Low Strength) |
100 |
C.Y. |
|
|
|
|
|
|
|
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Traffic Control |
1 |
L.S. |
|
|
|
|
|
|
|
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|
Aggregate Ditch Lining (6" ) |
1,421 |
Tons |
|
|
|
|
|
|
|
|
|
Fertilizer (15-30-15) |
8,610 |
Lbs. |
|
|
|
Seed (Fescue K-31) |
2,870 |
Lbs. |
|
|
|
Seed (Ryegrass) |
718 |
Lbs. |
|
|
|
Seed (Brome) |
2,870 |
Lbs. |
|
|
|
Mulching (Permanent)
(Set) |
29 |
Ac. |
|
|
|
|
|
|
|
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|
Sign Post (S3x5.7 Steel Beam) |
239 |
L.F. |
|
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|
Sign Post (W10x12 Steel Beam) |
87 |
L.F. |
|
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|
Sign Post (W10x22 Steel Beam) |
472 |
L.F. |
|
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Sign Post Stub and Breakaway Base
Plate (S3x5.7) |
20 |
Each |
|
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|
Sign Post Stub and Breakaway Base
Plate (W10x12) |
4 |
Each |
|
|
|
Sign Post Stub and Breakaway Base
Plate (W10x22) |
16 |
Each |
|
|
|
Sign Post Breakaway Base Plate
(S3x5.7) |
20 |
Each |
|
|
|
Sign Post Breakaway Base Plate
(W10x12) |
4 |
Each |
|
|
|
Sign Post Breakaway Base Plate
(W10x22) |
16 |
Each |
|
|
|
Sign Post Footing (24" Concrete) |
144 |
L.F. |
|
|
|
Sign Post Footing (30" Concrete) |
184 |
L.F. |
|
|
|
|
|
|
|
|
|
Temporary Fertilizer (10-20-10) |
4,305 |
Lbs. |
|
|
|
Temporary Seed (Ryegrass
Seed)(Annual)) |
574 |
Lbs. |
|
|
|
Temporary Ditch Check |
4,000 |
L.F. |
|
|
|
Temporary Inlet Sediment Barrier |
4 |
Each |
|
|
|
Temporary Sediment Basin |
72 |
C.Y. |
|
|
|
Temporary Slope Barrier
(Set) |
1 |
L.F. |
|
|
|
Sediment Removal
(Set) |
1 |
C.Y. |
|
|
|
Mulching (Temporary) |
29 |
Ac. |
|
|
|
|
|
|
|
|
|
Fence (Woven Wire) |
6,992 |
L.F. |
|
|
|
Post (Corner)(Woven Wire) |
7 |
Each |
|
|
|
Post (End)(Woven Wire) |
12 |
Each |
|
|
|
Post (Pull)(Woven Wire) |
18 |
Each |
|
|
|
|
|
|
|
|
|
Muli-Layer Polymer Concrete Overlay |
1,377 |
S.Y. |
|
|
|
|
|
|
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|
Leavenworth County Road 1 |
|
|
|
|
|
|
|
|
|
|
|
Mobilization |
1 |
L.S. |
|
|
|
Contractor Construction Staking |
1 |
L.S. |
|
|
|
Clearing and Grubbing |
1 |
L.S. |
|
|
|
Fence (Removal of Existing) |
32,303 |
L.F. |
|
|
|
Removal of Existing Structures |
1 |
L.S. |
|
|
|
Field Office |
1 |
Each |
|
|
|
|
|
|
|
|
|
Pavement Removal |
67,305 |
S.Y. |
|
|
|
Unclassified Excavation |
281,505 |
C.Y. |
|
|
|
Compaction of Earthwork (Type AA)
(MR-0-5) |
48,000 |
C.Y. |
|
|
|
Compaction of Earthwork (Type B)
(MR-90) |
132,082 |
C.Y. |
|
|
|
Compaction of Earthwork (Type A)
(MR-5-5) |
5,156 |
C.Y. |
|
|
|
Eradication of Travelled Way |
31 |
Sta. |
|
|
|
Water (Grading) (Set) |
1 |
Mgal |
|
|
|
|
|
|
|
|
|
Aggregate for Bituminous Surface
Course (BM-2) |
17,111 |
Tons |
|
|
|
Asphalt Cement (PG-64-22) |
941 |
Tons |
|
|
|
Aggregate for Bituminous Base Course
(BM-2C) |
46,349 |
Tons |
|
|
|
Asphalt Cement (PG-64-22) |
2,781 |
Tons |
|
|
|
Bituminous Base
(10")(BM-2C)(Aggregate) |
5,934 |
Tons |
|
|
|
Bituminous Base
(10")(BM-2)(Asphalt Cement)(PG 64-22) |
356 |
Tons |
|
|
|
Emulsified Asphalt (SS-IH or CSS-IH)
for Tack |
78 |
Tons |
|
|
|
Aggregate Base (AB-3) (6") |
156,910 |
S.Y. |
|
|
|
|
|
|
|
|
|
Manipulation (Lime Treated Subgrade) |
149,078 |
S.Y. |
|
|
|
Lime |
1,845 |
Tons |
|
|
|
Water (Lime Treated Subgrade) (Set
Price) |
1 |
Mgal |
|
|
|
Concrete Pavement (6"
Uniform)(Plain) |
70 |
S.Y. |
|
|
|
Milling |
6,503 |
S.Y. |
|
|
|
Temporary Surfacing Material (AB-3) |
2,000 |
Tons |
|
|
|
|
|
|
|
|
|
Guardrail, Steel Plate |
2,277 |
L.F. |
|
|
|
Guardrail End Terminal (SRT)(FLARED) |
20 |
Each |
|
|
|
|
|
|
|
|
|
Inlet (Area) 4' x 4' |
1 |
Each |
|
|
|
Inlet (Area) 6' x 6' |
1 |
Each |
|
|
|
Inlet (Area) Special |
1 |
Each |
|
|
|
|
|
|
|
|
|
(15") Cross Road Pipe (RCP) |
100 |
L.F. |
|
|
|
(18") Cross Road Pipe (RCP) |
121 |
L.F. |
|
|
|
(24") Cross Road Pipe (RCP) |
313 |
L.F. |
|
|
|
(30") Cross Road Pipe (RCP) |
93 |
L.F. |
|
|
|
(36") Cross Road Pipe (RCP) |
303 |
L.F. |
|
|
|
(42") Cross Road Pipe (RCP) |
85 |
L.F. |
|
|
|
(54") Cross Road Pipe (RCP) |
314 |
L.F. |
|
|
|
(5.1 Sq. Ft.) Cross Road Pipe (RCHE) |
168 |
L.F. |
|
|
|
(6.0 Sq. Ft.) Cross Road Pipe (RCHE) |
98 |
L.F. |
|
|
|
(7.0 Sq. Ft.) Cross Road Pipe (RCHE) |
292 |
L.F. |
|
|
|
|
|
|
|
|
|
(15") Entrance Pipe (CMP) |
583 |
L.F. |
|
|
|
(18") Entrance Pipe (CMP) |
317 |
L.F. |
|
|
|
(24") Entrance Pipe (CMP) |
393 |
L.F. |
|
|
|
(30") Entrance Pipe (CMP) |
21 |
L.F. |
|
|
|
(36") Entrance Pipe (CMP) |
44 |
L.F. |
|
|
|
(14.0 sq. ft.) Entrance Pipe (RCHE) |
20 |
L.F. |
|
|
|
(16.5 sq. ft.) Entrance Pipe (CMMA) |
25 |
L.F. |
|
|
|
|
|
|
|
|
|
(15") End Section (RC) |
4 |
Each |
|
|
|
(18") End Section (RC) |
4 |
Each |
|
|
|
(24") End Section (RC) |
5 |
Each |
|
|
|
(30") End Section (RC) |
2 |
Each |
|
|
|
(36") End Section (RC) |
3 |
Each |
|
|
|
(42") End Section (RC) |
2 |
Each |
|
|
|
(54") End Section (RC) |
2 |
Each |
|
|
|
(5.1 Sq. Ft.) End Section (RCHE) |
4 |
Each |
|
|
|
(6.0 Sq. Ft.) End Section (RCHE) |
2 |
Each |
|
|
|
(7.0 Sq. Ft.) End Section (RCHE) |
6 |
Each |
|
|
|
(14.0 Sq. Ft.) End Section (RCHE) |
2 |
Each |
|
|
|
(15") End Section (CM) |
42 |
Each |
|
|
|
(18") End Section (CM) |
22 |
Each |
|
|
|
(24") End Section (CM) |
28 |
Each |
|
|
|
(30") End Section (CM) |
2 |
Each |
|
|
|
(36") End Section (CM) |
4 |
Each |
|
|
|
(16.5 sq. ft.) End Section (CMMA) |
2 |
Each |
|
|
|
|
|
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|
|
|
Aggregate Ditch Lining (6") |
3,568 |
Tons |
|
|
|
Riprap (Light Stone) (18") |
891 |
S.Y. |
|
|
|
Riprap (Heavy Stone) (1/4 Ton) |
1,106 |
S.Y. |
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|
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|
|
|
|
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Fertilizer (15-30-15) (300lbs./acre) |
17,674 |
Lbs. |
|
|
|
Fescue K-31 Seed (100lbs./acre) |
5,891 |
Lbs. |
|
|
|
Rye Grass Seed (25 lbs./acre) |
1,473 |
Lbs. |
|
|
|
Brome Seed (100 lbs./acre) |
5891 |
Lbs. |
|
|
|
Mulching (Permanent)
(Set) |
1 |
Ac. |
|
|
|
|
|
|
|
|
|
Temporary Fertilizer (10-20-10) (150
lbs./acre) |
8837 |
Lbs. |
|
|
|
Temporary Seed (Ryegrass Seed
(Annual)) (20 lbs./acre) |
1178 |
Lbs. |
|
|
|
Mulching (Temporary) |
59 |
Ac. |
|
|
|
|
|
|
|
|
|
Temporary Slope Drain |
2000 |
L.F. |
|
|
|
Temporary Slope Barrier
(Set) |
1 |
L.F. |
|
|
|
Temporary Ditch Check |
4980 |
L.F. |
|
|
|
Temporary Ditch Check (Rock) (Set) |
1 |
C.Y. |
|
|
|
Temporary Inlet Sediment Barrier |
3 |
Each |
|
|
|
|
|
|
|
|
|
Pavement Marking (Thermoplastic)
(White) (6") |
62954 |
L.F. |
|
|
|
Pavement Marking (Thermoplastic)
(Yellow) (4") |
46896 |
L.F. |
|
|
|
Pavement Marking (Thermoplastic)
(Yellow) (12") |
854 |
L.F. |
|
|
|
Pavement Marking Symbol
(Thermoplastic) (White) (Rt Turn Arrow) |
11 |
Each |
|
|
|
Pavement Marking Symbol
(Thermoplastic) (White) (Lt Turn Arrow) |
22 |
Each |
|
|
|
Pavement Marking (Epoxy) (Yellow)
(4") |
446 |
L.F. |
|
|
|
|
|
|
|
|
|
Fence (Barbed Wire) (Temporary) |
30000 |
L.F. |
|
|
|
Monument Box |
6 |
Each |
|
|
|
Permanent Signing |
1 |
L.S. |
|