Schedule of Prices

			Contract No.	5005
			County	Douglas

Type of Work: Construction of two Kansas River bridges in Douglas County. Bridges No.202.850 N & S Unit 1: 125'-160'-160'-132' Cont. Comp. Welded Girder (WWCC), Unit 2: 200'-4@250'-195'-190'-160' Cont. Comp. Welded Plate Girder Spans (WWCH) structures with a 56' roadway. Project also includes widening 3.38 miles of the KTA in Lawrence to a 6-lane roadway, several mainline bridge replacements, total construction of Plaza 204 (East Lawrence), and partial reconstruction of Plaza 202 (West Lawrence).

BIDDING ITEM	APPROXIMATE QUANTITY	UNITS	UNIT PRICE	AMOUNT
Mobilization	1	L.S.
Contractor Construction Staking	1	L.S.
Clearing and Grubbing	1	L.S.
Removal of Existing Structures	1	L.S.
Field Office Lab (Type A)	1	Each
Pavement Removal	190,783	S.Y.
Unclassified Excavation	289,348	C.Y.
Compaction of Earthwork (Type AA) (MR-0-5)	95,417	C.Y.
Compaction of Earthwork (Type AA) (MR-3-3)	515,796	C.Y.
Common Excavation (Contractor Furnished)	378,016	C.Y.
Water (Grading) (Set)	1	MGal	$ 30.00
Cleaning Existing Structures	1	L.S.

Concrete Pavement (10" Uniform)(AE)(NRDJ)	8,865	S.Y.
Concrete Pavement (10" Uniform)(AE)	388	S.Y.
Cement Treated Base (4")	11,526	S.Y.
Manipulation (LTS)	12,822	S.Y.
Water (LTS)(Set)	1	MGgal
Lime	159	Tons
Concrete Pavement (4")(AE)	916	S.Y.
Median Filler Material	282	C.Y.
Concrete (Grade 3.0)(AE)	32	C.Y.
Sidewalk Construction (4")(AE)	63	SY

Drainable Base (Bound)(4")	35,609	Tons
Asphalt Cement (PG 64-28)	1,780	Tons
Aggregate for Bituminous Surface Course (BM-IKTA)	47,230	Tons
Asphalt Cement (PG 70-28)	1,286	Tons
Asphalt Cement (PG 64-28)	1,075	Tons
Aggregate for Bituminous Base course (BM-2C)	100,300	Tons
Asphalt Cement (PG 64-28)	5,015	Tons
Aggregate for Bituminous Base course (BM-2)	56,363	Tons
Asphalt Cement (PG 64-28)	2,818	Tons
Hot Mix Asphalt-Commercial Grade (Class A)	6,871	Tons
Aggregate Base (AB-3)(24")	260	S.Y.
Aggregate Base (AB-3)(10")	245,798	S.Y.
Aggregate Base (AB-3)(8")	36,845	S.Y.
Aggregate Base (AB-3)(6")	1,506	S.Y.
Water (Aggregate Base)(Set)	1	Mgal
Crushed Stone Subgrade (6")	260	S.Y.
Water (Crushed Stone Subgrade) (Set)	1	Mgal	$ 30.00
Rumble Strips (Milled)(Asphalt)	472	Sta.
Milling	214,088	S.Y.
Milling (Variable)	49,855	S.Y.

Bridge Approach Slab Footings	70	C.Y.

Concrete Safety Barrier (Type IV)	14,074	L.F.
Concrete Safety Barrier (Type F3)(Temporary)	30,299	L.F.
Concrete Safety Barrier (Type F3)(Temporary -Relocate)	24,804	L.F.
Concrete Safety Barrier (Type 1)	217	L.F.
Inertial Barrier System	6	Each
Guardrail, Steel Plate	5,240	L.F.
Guardrail End Terminal (ET PLUS)	17	Each
Guardrail, Removal of Steel Plate	9,298	L.F.

Edge Drain Pipe (6")	14,188	L.F.
Outlet	8	Each
Guidepost	8	Each

Slope Protection (Aggregate)	246	C.Y.
Flume Inlet (AE)	7	Each

Curb-Gutter(Combined)(AE)	6,428	L.F.
Curb (Edge)(Special)(AE)	1,269	L.F.

Aggregate Ditch Lining (6")	3,072	Tons
Concrete Ditch Lining	579	S.Y.
Slope Protection (Rip Rap Stone)	1,123	C.Y.

Inlet (Type IV Median)	9	Each
Inlet (Type V Median)	33	Each
Manhole (Precast)	4	Each
Inlet (Type 22 Curb)	14	Each
Inlet-Manhole (Special)	4	Each

Cross Road Pipe (15")(RCP) (Class III)	3,123	L.F.
Cross Road Pipe (18")(RCP) (Class III)	1,316	L.F.
Cross Road Pipe (24")(RCP) (Class III)	493	L.F.
Cross Road Pipe (30")(RCP) (Class III)	750	L.F.
Cross Road Pipe (30")(RCP) (Class IV)	288	L.F.
Cross Road Pipe (36")(RCP) (Class III)	111	L.F.
Cross Road Pipe (42")(RCP) (Class III)	88	L.F.
Cross Road Pipe (42")(RCP) (Class V)	207	L.F.
Cross Road Pipe (48")(RCP) (Class III)	39	L.F.
Cross Road Pipe (54")(RCP) (Class IV)	88	L.F.
Cross Road Pipe (60")(RCP) (Class IV)	48	L.F.

Cross Road Pipe (54")(RCP)(Type IV)(Jacked)	150	L.F.
Cross Road Pipe (60")(RCP)(Type IV)(Jacked)	91	L.F.

Cross Road Pipe (12")(CMP Aluminized Type II)	66	L.F.
Cross Road Pipe (15")(CMP Aluminized Type II)	977	L.F.
Cross Road Pipe (18"x11")(CMAP Aluminized Type II)	163	L.F.
Cross Road Pipe (18")(CMP Aluminized Type II)	331	L.F.
Cross Road Pipe (24")(CMP Aluminized Type II)	67	L.F.
Cross Road Pipe (30")(CMP Aluminized Type II)	363	L.F.
Cross Road Pipe (36")(CMP Aluminized Type II)	337	L.F.
Cross Road Pipe (72"x44")(CMAP Aluminized Type II)	87	L.F.
Flowable Fill (Abandoned Pipe)	659	C.Y.

End Section (15")(Type I) RC	21	Each
End Section (18")(Type I) RC	4	Each
End Section (24")(Type I) RC	4	Each
End Section (30")(Type I) RC	6	Each
End Section (36")(Type I) RC	1	Each
End Section (42")(Type I) RC	2	Each
End Section (48")(Type I) RC	1	Each
End Section (60")(Type I) RC	1	Each

End Section (24")(Type III) RC	3	Each
End Section (30")(Type III) RC	5	Each
End Section (36")(Type III) RC	1	Each
End Section (42")(Type III) RC	2	Each
End Section (48")(Type III) RC	1	Each
End Section (54")(Type III) RC	1	Each

End Section (12") (Type I) CM	1	Each
End Section (15")(Type I) CM	10	Each
End Section (18"x11")(Type I) CM	2	Each
End Section (30")(Type III) CM	1	Each
End Section (36")(Type III) CM	2	Each

30" Flapgate	1	Each
36" Flapgate	2	Each
Prefabricated Interception Device	5	Each
Fertilizer (15-30-15)	23,400	Lbs.
Seed (Fescue K-31)	7,800	Lbs.
Seed (Ryegrass)	1,950	Lbs.
Seed (Brome)	7,800	Lbs.
Mulching (Permanent)	78	Ac
Temporary Fertilizer (10-20-10)	11,700	Lbs.
Temporary Seed (Ryegrass Seed)(Annual)	1,560	Lbs.
Mulching (Temporary)	78	Ac
Temporary Ditch Check (Rock) (Set)	1	C.Y.	$ 70.00
Temporary Ditch Check	3,820	L.F.
Temporary Inlet Sediment Barrier	55	Each
Temporary Slope Barrier (Set)	1	L.F.	$ 4.00
Sediment Removal (Set)	1	C.Y.	$ 30.00
Mulch Tacking Slurry	39	Ac

Concrete (Grade 4.0)	317	C.Y.
Reinforcing Steel (Gr. 60)	45,990	Lbs.
Foundation Stabilization	121	C.Y.
Concrete For Seal Course (Set)	1	C.Y.	$ 135.00
Granular Backfill (Wingwalls) (Set)	1	C.Y.	$ 45.00

Overhead Sign Structure (63')(Aluminum)	1	Each
Overhead Sign Structure (71')(Aluminum)	1	Each
Overhead Sign Structure (74')(Aluminum)	1	Each
Overhead Sign Structure (81')(Aluminum)	7	Each
Overhead Sign Structure (87')(Aluminum)	1	Each
Overhead Sign Structure (63') (Steel)(Alt)	1	Each
Overhead Sign Structure (71') (Steel)(Alt)	1	Each
Overhead Sign Structure (74') (Steel)(Alt)	1	Each
Overhead Sign Structure (81') (Steel)(Alt)	7	Each
Overhead Sign Structure (87') (Steel)(Alt)	1	Each
Sign Post (S3x5.7 Steel Beam)	126	L.F.
Sign Post (W6x9 Steel Beam)	533	L.F.
Sign Post (W10x12 Steel Beam)	40	L.F.
Sign Post Stub and Breakaway Base Plate (S3x5.7)	10	Each
Sign Post Stub and Breakaway Base Plate (W6x9)	34	Each
Sign Post Stub and Breakaway Base Plate (W10x12)	2	Each
Sign Post Breakaway Base Plate (S3x5.7)	10	Each
Sign Post Breakaway Base Plate (W6x9)	34	Each
Sign Post Breakaway Base Plate (W10x12)	2	Each
Sign Post Footing (24" Concrete)	296	L.F.

Traffic Control	1	L.S.


Toll Plaza	1	L.S.
Toll Booth (Type A)	1	Each
Toll Booth (Type B)	1	Each
Impact Attenuator (ADIEM)(18')	5	Each
Toll Plaza Canopy	1	Each
Water System (Relocation)	1	L.S.
Sanitary Sewer System	1	L.S.
Roadway Lighting	1	L.S.
Electrical System	1	L.S.
Equipment Enclosure	1	L.S.
Entry Lane Sign Structure	1	L.S.
Exit Lane Sign Structure	1	L.S.

Kansas River Bridge
Removal of Existing Structure	1	L.S.
Mobilization	1	L.S.
Unclassified Excavation	19943	C.Y.
Common Excavation (Contr. Furn.)	11932	C.Y.
Rock Embankment (Special)	4507	C.Y.
Compaction of Earthwork (Type AA)(MR 0-3)	15197	C.Y.
Slope Protection (Riprap Stone)(Light)(18")	482	C.Y.
Water (Grading) (Set)	1	MGal	$ 30.00

Cover Material (CM-K)	117.1	C.Y.

Storm Sewer (24")(RCP)	170.5	L.F.
Erosion Pipe (24")(CMP)	141.5	L.F.
End Section (24')(CM)	2	Each

Manhole (5')(Type I)(Precast)	1	Each
Inlet Manhole (Special)	4	Each

Bridge No. 200.850 N, Westbound I-70

Class I Excavation	516	C.Y.
Class II Excavation	209	C.Y.
Concrete Grade 4.0 (AE)	2405.1	C.Y.
Concrete Grade 4.0 (AE)(SA)	4001.5	C.Y.
Reinforcing Steel (Grade 60)	350200	Lbs.
Reinforcing Steel (Grade 60)(Epoxy)	1222090	Lbs.
Structural Steel A709 Grade 50W	482500	Lbs.
Structural Steel M270 Grade 50WT3	5831020	Lbs.