W911RX-18-B-0003_Ft_Riley__Exhibit_A_through_E__Bid_form_REVISED_2018-1-17.xlsx

XLSX spreadsheet 142 KB Posted Feb 13, 2018

Attached to: FT. Riley Road Maintenance
Solicitation number: W911RX-18-B-0003
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Riley

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Exhibit A through E Bid Form

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Other files

File	Type	Posted
W911RX-18-B-0003-0008_Amendment.pdf	PDF	Apr 13, 2018
Attachment_2_Daily_Rate_of_Performance_REVISED_2018-4-4.pdf	PDF	Apr 9, 2018
Amendment_0006_Solicitation_W911RX18B0003.pdf	PDF	Apr 9, 2018
W911RX-18-B-0003_Ft_Riley_Exhibit_A__Bid_form_Amended_9APR18.xlsx	XLSX spreadsheet	Apr 9, 2018
SECTION_01_45_00_QUALITY_CONTROL_Amended_9APR18.pdf	PDF	Apr 9, 2018
W911RX-18-B-0003_Questions_for_04-06-2018_FINAL.pdf	PDF	Apr 6, 2018
Attachment_8_KDOT_Dist_2_seed_mix.pdf	PDF	Apr 3, 2018
Attachment_16_Timber_Guardrail.pdf	PDF	Apr 3, 2018
Attachment_13_Airfield_Traffic_Control.pdf	PDF	Apr 3, 2018
Attachment_15_Historic__Curb_and_Gutter_detail.pdf	PDF	Apr 3, 2018
W911RX-18-B-0003_Ft_Riley_Exhibit_A__Bid_form_Amended_3APR18.xlsx	XLSX spreadsheet	Apr 3, 2018
Attachment_9_15-PS0005R_MUDJACKING.pdf	PDF	Apr 3, 2018
Attachment_11_Roadway_Lighting_Details_TE201.pdf	PDF	Apr 3, 2018
Attachment_14_Historic_Stone_Wall_Detail.pdf	PDF	Apr 3, 2018
W911RX-18-B-0003-0005_Amendment_SF30.pdf	PDF	Apr 3, 2018
Attachment_10_Std_Spec_817_Pipe_Excavation_Payment_Line.pdf	PDF	Apr 3, 2018
Attachment_12_Approved_Airfield_Patch_Materials.pdf	PDF	Apr 3, 2018
Attachment_3_KDOT_Standard_TE_Drawings_2018-4-03.pdf	PDF	Apr 3, 2018
SECTION_01_12_00_SPECIAL_REQUIREMENTS_REVISED_2018-3-13.pdf	PDF	Apr 3, 2018
W911RX-18-B-0003-0002,_Amendment_to_change_Contracting_Offices.pdf	PDF	Apr 2, 2018
SECTION_01_55_26_TRAFFIC_CONTROL_AND_SAFETY_REVISIONS_COMPLETE_2018-3-12.pdf	PDF	Mar 30, 2018
Section_01_11_00_Summary_of_Work_Amended_29MAR18.pdf	PDF	Mar 30, 2018
SECTION_33_01_30_17_Sewer_Line_Cleaning_REVISIONS_COMPLETE_2018-03-12.pdf	PDF	Mar 30, 2018
SECTION_02_41_00_DEMOLITION_AND_DECONSTRUCTION_REVISIONS_COMPLETE_2018-3-07.pdf	PDF	Mar 30, 2018
DBA_Wage_Rates_for_Heavy_Construction_Riley_County.pdf	PDF	Mar 30, 2018
DBA_Wage_Rates_for_Heavy_Construction_Geary_County.pdf	PDF	Mar 30, 2018
SECTION_31_00_00_Earthwork_REVISION_COMPLETE_2018-3-12.pdf	PDF	Mar 30, 2018
SECTION_33_01_30_16_TV_Inspection_REVISIONS_COMPLETE_2018-03-12.pdf	PDF	Mar 30, 2018
W911RX-18-B-0003-0004_Conformed_Copy_SF_1442.pdf	PDF	Mar 30, 2018
SECTION_01_45_00_QUALITY_CONTROL_REVISION_COMPLETE_2018-3-5.pdf	PDF	Mar 30, 2018
W911RX18B00030004_Amendment.pdf	PDF	Mar 30, 2018
Small_Business_Subcontracting_Plan_SAMPLE.pdf	PDF	Mar 30, 2018
Solicitation_Amendment_W911RX-18-B-0003.pdf	PDF	Mar 27, 2018
W911TRX-18-B-0003_Site_visit_questions_and_answers_Review_13_March_18.pdf	PDF	Mar 13, 2018
W911RX-18-B-0003-0001.pdf	PDF	Mar 12, 2018
Fort_Riley_Roads_Site_Visit_SIgn_In.pdf	PDF	Feb 21, 2018
Attachment_7_KDOT_std_spec_special_prov_15-PS0007.pdf	PDF	Feb 13, 2018
Attachment_5_As-built_example.pdf	PDF	Feb 13, 2018
SECTION_32_31_13_CHAIN_LINK_SECURITY_FENCE.docx	DOCX document	Feb 13, 2018
Attachment_6_KDOT_standard_sheets_613_and_613a.pdf	PDF	Feb 13, 2018
Attachment_4_Borrow_Pits.pdf	PDF	Feb 13, 2018
SECTION_01_12_00_SPECIAL_REQUIREMENTS_REVISED_2018-1-16.docx	DOCX document	Feb 13, 2018
Released_W911RX-18-B-0003__IFB_Ft_Riley_RM_12Feb_2018.pdf	PDF	Feb 13, 2018
Kansas_State_Wage_Determination_KS180020_05_Jan_2018.pdf	PDF	Feb 13, 2018
SECTION_01_33_00_SUBMITTALS_2018-01-16.docx	DOCX document	Feb 13, 2018
SECTION_02_41_00_DEMOLITION_AND_DECONSTRUCTION_Revised_2018-01-16.docx	DOCX document	Feb 13, 2018
SECTION_01_57_23_TEMPORARY_STORM_WATER_POLLUTION_CONTROL.docx	DOCX document	Feb 13, 2018
SECTION_31_00_00_Earthwork_REVISED_2017-08-28.docx	DOCX document	Feb 13, 2018
SECTION_01_45_00_QUALITY_CONTROL_Revised_2018-1-16.docx	DOCX document	Feb 13, 2018
Attachment_3_KDOT_Standard_TE_Drawings.pdf	PDF	Feb 13, 2018

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Total

FY18-22 ROADS CONTRACT TOTAL COST

Contract Year	Fiscal Year	Contract Year Total Estimated Cost
Base	2018	$ - 0
Option Year 1	2019	$ - 0
Option Year 2	2020	$ - 0
Option Year 3	2021	$ - 0
Option Year 4	2022	$ - 0
Contract Total		$ - 0
Total estimated costs include an estimated .05 bonding costs.

BaseYear

								Base Year 2018
FY18 ROADS CONTRACT TASK ORDER
PROJECT TITLE:					Total Ordered Cost (CLIN 0001):			$ - 0
PROJECT NUMBER:					Estimated Bond 0.5%:			$ - 0
OPTION YEAR:					Total Estimated Cost:			$ - 0
PROJECT DESCRIPTION:					Total No. of TO Days:
Line No.	EPA	KDOT Spec.	Verification or Acceptance Tests	Long Description	Ordered Quantity	Unit	Unit Price	Ordered Cost
1	CCI	201	Part V, 5.2.4(3.2)	Clear & Grub -Tree Removal, Tree larger than 6" Diameter
50	EACH		$ - 0
2	CCI	201	Part V, 5.2.4(3.2)	Clear & Grub -Trees up to 6" Diameter
1000	KSQFT		$ - 0
3	CCI	202	Part V, 5.2.4(3.2)	REMOVAL OF EXISTING STRUCTURES (RCP, CMP, and End Sections)	25	LNFT		$ - 0
4	CCI	202	Part V, 5.2.4(3.2)	REMOVAL OF EXISTING STRUCTURES (RCB, Manholes, Area Inlets)	15	CUYD		$ - 0
5	CCI	202	Part V, 5.2.4(3.2)	REMOVAL OF EXISTING STRUCTURES (Bridge Superstructure)(Category B Demo)	10	CUYD		$ - 0
6	CCI	202	Part V, 5.2.4(3.2)	REMOVAL OF EXISTING STRUCTURES (Bridge Substructure)(Category B Demo)	10	CUYD		$ - 0
7	CCI	204	Part V, Appendix A	CLASS I EXCAVATION	25	CUYD		$ - 0
8	CCI	204	Part V, Appendix A	CLASS II EXCAVATION	25	CUYD		$ - 0
9	CCI	204	Part V, Appendix A	CLASS III EXCAVATION	25	CUYD		$ - 0
10	CCI	204	Part V, Appendix A	FOUNDATION STABILIZATION	25	CUYD		$ - 0
11	CCI	204	Part V, Appendix A	Concrete for Seal Course	25	CUYD		$ - 0
12	CCI	204	Part V, Appendix A	GRANULAR BACKFILL	5	CUYD		$ - 0
13	CCI	204	Part V, Appendix A	GRANULAR BACKFILL (WINGWALLS)	5	CUYD		$ - 0
14	CCI	205	Part V, Appendix A	COMMON EXCAVATION (RURAL SMALL)	1500	CUYD		$ - 0
15	CCI	205	Part V, Appendix A	COMMON EXCAVATION (UNSUITABLE)	250	CUYD		$ - 0
16	CCI	205	Part V, Appendix A	COMPACTION OF EARTHWORK (TYPE AA) (MR-5-5)	1500	CUYD		$ - 0
17	CCI	205	Part V, Appendix A	COMPACTION OF EARTHWORK (TYPE A) (MR-90)	1500	CUYD		$ - 0
18	CCI	205	Part V, Appendix A	COMPACTION OF EARTHWORK (TYPE B) (MR-90)	1500	CUYD		$ - 0
19	CCI	205	Part V, Appendix A	EMBANKMENT	500	CUYD		$ - 0
20	CCI	205	Part V, 5.2.4(3.2)	ROCK EXCAVATION	250	CUYD		$ - 0
21	CCI	300	Part V, Appendix A	DRAINABLE BASE (UNBOUND) ( 4")	1000	SQYD		$ - 0
22	CCI	305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (4")(Install Only)	250	SQYD		$ - 0
23	CCI	305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (6")(Install Only)	250	SQYD		$ - 0
24	CCI	305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (8")(Install Only)	250	SQYD		$ - 0
25	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 3")	50	SQYD		$ - 0
26	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 4")	2500	SQYD		$ - 0
27	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 5")	50	SQYD		$ - 0
28	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 6")	2500	SQYD		$ - 0
29	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 7")	50	SQYD		$ - 0
30	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 8")	50	SQYD		$ - 0
31	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 9")	50	SQYD		$ - 0
32	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) (10")	50	SQYD		$ - 0
33	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 4")	2000	SQYD		$ - 0
34	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 5")	50	SQYD		$ - 0
35	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 6")	250	SQYD		$ - 0
36	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 7")	50	SQYD		$ - 0
37	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 8")	50	SQYD		$ - 0
38	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 9")	50	SQYD		$ - 0
39	CCI	307	Part V, Appendix A	GRANULAR BASE ( 3")	50	SQYD		$ - 0
40	CCI	307	Part V, Appendix A	GRANULAR BASE ( 4")	1000	SQYD		$ - 0
41	CCI	307	Part V, Appendix A	GRANULAR BASE ( 5")	50	SQYD		$ - 0
42	CCI	307	Part V, Appendix A	GRANULAR BASE ( 6")	500	SQYD		$ - 0
43	CCI	307	Part V, Appendix A	GRANULAR BASE ( 7")	50	SQYD		$ - 0
44	CCI	307	Part V, Appendix A	GRANULAR BASE ( 8")	50	SQYD		$ - 0
45	CCI	308	Part V, 5.2.4(3.2)	GEOSYNTHETIC REINFORCEMENT (FOR BASE)	1000	SQYD		$ - 0
46	CCI	501	Part V, Appendix B	CONCRETE PVMT ( 6" UNIFORM) (AE) (PLAIN)	100	SQYD		$ - 0
47	CCI	501	Part V, Appendix B	CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)	50	SQYD		$ - 0
48	CCI	501	Part V, Appendix B	CONCRETE PVMT ( 9" UNIFORM) (AE) (PLAIN)	50	SQYD		$ - 0
49	CCI	501	Part V, Appendix B	CONCRETE PVMT (12" UNIFORM) (AE) (NRDJ)	50	SQYD		$ - 0
50	CCI	501	Part V, Appendix B	CONCRETE PVMT (12" UNIFORM) (AE) (PLAIN)	50	SQYD		$ - 0
51	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT ( 6" UNIFORM) (AE) (PLAIN)	50	SQYD		$ - 0
52	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)	50	SQYD		$ - 0
53	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (PLAIN)	50	SQYD		$ - 0
54	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(PLAIN)	50	SQYD		$ - 0
55	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(NRDJ)	50	SQYD		$ - 0
56	CCI	501	Part V, Appendix B	CONCRETE CORE	10	EACH		$ - 0
57	CCI	602	Part V, Appendix B	ASPHALT CORE	10	EACH		$ - 0
58	CMAMI	602	Part V, Appendix B	EMULSIFIED ASPHALT	200000	SQYD		$ - 0
59	CMAMI	602	Part V, Appendix B	HMA BASE (SR-12.5A) (PG 70-28)	5000	TON		$ - 0
60	CMAMI	602	Part V, Appendix B	HMA SURFACE (SR-12.5A) (PG 70-28)	5000	TON		$ - 0
61	CCI	608	Part V, Appendix A	MANIPULATION (CHIP SEALS)	100	SQYD		$ - 0
62	CCI	609	Part V, Appendix A	MANIPULATION (S.A.S.T.)	10	SQYD		$ - 0
63	CCI	610	Part V, Appendix A	MANIPULATION (D.A.S.T.)	10	SQYD		$ - 0
64	CMAMI	611	Part V, Appendix A	HMA Commercial Grade (Class A)	19129	TON		$ - 0
65	CMAMI	611	Part V, Appendix A	HMA Commercial Grade (Class A)(Patching)	200	TON		$ - 0
66	CCI	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (2")(Transport to Camp Funston)	7500	SQYD		$ - 0
67	CCI	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (3")(Transport to Camp Funston)	5000	SQYD		$ - 0
68	CCI	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (4")(Transport to Camp Funston)	2500	SQYD		$ - 0
69	CMAMI	615	Part V, 5.2.4(3.2)	SAW AND SEAL JOINT (HMA)	100	LNFT		$ - 0
70	CCI	703	Part V, 5.2.4(3.2)	CORE HOLE (INVESTIGATIVE)	25	LNFT		$ - 0
71	CCI	710	Part V, Appendix A	CONCRETE (GRADE 4.0)	25	CUYD		$ - 0
72	CCI	710	Part V, Appendix A	CONCRETE (GRADE 3.0) (AE)	50	CUYD		$ - 0
73	CCI	710	Part V, 5.2.4(3.2)	BRIDGE DECK GROOVING	50	SQYD		$ - 0
74	CCI	711	Part V, Appendix A	REINFORCING STEEL (GRADE 60)	2500	LBS.		$ - 0
75	CCI	711	Part V, Appendix A	REINFORCING STEEL (GRADE 60) (EPOXY)	2500	LBS.		$ - 0
76	CCI	711	Part V, Appendix A	REINFORCING STEEL (REPAIR)(GRADE 60) (EPOXY)	100	LBS.		$ - 0
77	CCI	711	Part V, Appendix A	REINFORCING STEEL (REPAIR)(GRADE 60)	100	LBS.		$ - 0
78	CCI	717	Part V, Appendix A	PORTLAND CEMENT CONCRETE OVERLAY (1.5")	10	SQYD		$ - 0
79	CCI	717	Part V, Appendix A	PORTLAND CEMENT CONCRETE OVERLAY (1.75")	10	SQYD		$ - 0
80	CCI	717	Part V, Appendix A	PORTLAND CEMENT CONCRETE OVERLAY (2.0")	10	SQYD		$ - 0
81	CCI	719	Part V, 5.2.4(3.2)	EXPANSION JOINT (MEMBRANE SEALANT)	25	LNFT		$ - 0
82	CCI	719	Part V, 5.2.4(3.2)	EXPANSION JOINT (STRIP SEAL ASSEMBLY)	15	LNFT		$ - 0
83	CCI	721	Part V, 5.2.4(3.2)	HANDRAIL (METAL) (3'- 6")	25	LNFT		$ - 0
84	CCI	723	Part V, 5.2.4(3.2)	SUBSTRUCTURE WATERPROOFING MEMBRANE	10	SQYD		$ - 0
85	CCI	724	Part V, 5.2.4(3.2)	BRIDGE BACKWALL PROTECTION SYSTEM	10	SQYD		$ - 0
86	CCI	725	Part V, 5.2.4(3.2)	ABUTMENT STRIP DRAIN	10	SQYD		$ - 0
87	CCI	726	Part V, 5.2.4(3.2)	CONCRETE MASONRY COATING	10	SQYD		$ - 0
88	CCI	728	Part V, 5.2.4(3.2)	BRIDGE CURB REPAIR	25	LNFT		$ - 0
89	CCI	729	Part V, Appendix A	MULTI-LAYER POLYMER CONCRETE OVERLAY	50	SQYD		$ - 0
90	CCI	730	Part V, 5.2.4(3.2)	EPOXY RESIN CRACK REPAIR	50	LNFT		$ - 0
91	CCI	731	Part V, 5.2.4(3.2)	AREA PREPARED FOR PATCHING	10	SQYD		$ - 0
92	CCI	731	Part V, 5.2.4(3.2)	AREA PREPARED FOR PATCHING (FULL DEPTH)	10	SQYD		$ - 0
93	CCI	731	Part V, 5.2.4(3.2)	AREA PREPARED FOR PATCHING (POURED WITH OVERLAY)	10	SQYD		$ - 0
94	CCI	732	Part V, 5.2.4(3.2)	MACHINE PREPARATION (1.5")	10	SQYD		$ - 0
95	CCI	732	Part V, 5.2.4(3.2)	MACHINE PREPARATION (1.75")	10	SQYD		$ - 0
96	CCI	732	Part V, 5.2.4(3.2)	MACHINE PREPARATION (2.0")	10	SQYD		$ - 0
97	CCI	739	Part V, Appendix A	SLURRY POLYMER CONCRETE OVERLAY (1.5")	10	SQYD		$ - 0
98	CCI	739	Part V, Appendix A	SLURRY POLYMER CONCRETE OVERLAY (1.75")	10	SQYD		$ - 0
99	CCI	739	Part V, Appendix A	SLURRY POLYMER CONCRETE OVERLAY (2.0")	10	SQYD		$ - 0
100	CCI	740	Part V, Appendix A	SINGLE-LAYER POLYMER CONCRETE OVERLAY	10	SQYD		$ - 0
101	CCI	800	Part V, 5.2.4(3.2)	POLYURETHANE (MUDJACKING)	25	LBS		$ - 0
102	CCI	800	Part V, 5.2.4(3.2)	SIMULATED STONE MASONRY STAIN	25	SQYD		$ - 0
103	CCI	802	Std. Spec 802	BENCHMARK MONUMENT (CONCRETE CYLINDER)	1	EACH		$ - 0
104	CCI	802	Std. Spec 802	CONCTRACTOR CONSTRUCTION STAKING (GENERAL, Std. Spec. 802.3c(2))	2500	SQYD		$ - 0
105	CCI	802	Std. Spec 802	CONCTRACTOR CONSTRUCTION STAKING (BRIDGE, Std. Spec. 802.3c(3))	50	SQYD		$ - 0
106	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (BLACK) ( 6")	500	LNFT		$ - 0
107	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 4")	1000	LNFT		$ - 0
108	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 6")	1000	LNFT		$ - 0
109	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 8")	250	LNFT		$ - 0
110	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) (12")	250	LNFT		$ - 0
111	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) (24")	50	LNFT		$ - 0
112	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 4")	20000	LNFT		$ - 0
113	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 6")	250	LNFT		$ - 0
114	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 8")	250	LNFT		$ - 0
115	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) (12")	250	LNFT		$ - 0
116	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (AHEAD)	1	EACH		$ - 0
117	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (BICYCLE)	3	EACH		$ - 0
118	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (EXIT)	1	EACH		$ - 0
119	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (HANDICAP)	3	EACH		$ - 0
120	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LEFT ARROW)	3	EACH		$ - 0
121	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LT & RT)	3	EACH		$ - 0
122	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (ONLY)	3	EACH		$ - 0
123	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT ARROW)	3	EACH		$ - 0
124	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT-LT-THRU)	3	EACH		$ - 0
125	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SCHOOL)	1	EACH		$ - 0
126	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SHARROW)	3	EACH		$ - 0
127	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (STOP)	3	EACH		$ - 0
128	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (THRU ARROW)	3	EACH		$ - 0
129	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (U-TURN)	1	EACH		$ - 0
130	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (X-ING)	3	EACH		$ - 0
131	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (YIELD)	1	EACH		$ - 0
132	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) THRU-LT ARROW	1	EACH		$ - 0
133	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) THRU-RT ARROW	1	EACH		$ - 0
134	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE)(RAILROAD XING)	1	EACH		$ - 0
135	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE)(WHITE)MERGE LEFT ARROW	1	EACH		$ - 0
136	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE)(WHITE)MERGE RIGHT ARROW	1	EACH		$ - 0
137	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (BLACK) ( 6")	100	LNFT		$ - 0
138	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) ( 4")	7500	LNFT		$ - 0
139	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) ( 8")	1000	LNFT		$ - 0
140	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) ( 6")	250	LNFT		$ - 0
141	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) (12")	250	LNFT		$ - 0
142	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) (24")	250	LNFT		$ - 0
143	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (YELLOW) ( 4")	7500	LNFT		$ - 0
144	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (YELLOW) ( 6")	250	LNFT		$ - 0
145	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (YELLOW) (8")	250	LNFT		$ - 0
146	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (YELLOW) (12")	250	LNFT		$ - 0
147	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (AHEAD)	1	EACH		$ - 0
148	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (BICYCLE)	1	EACH		$ - 0
149	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (EXIT)	1	EACH		$ - 0
150	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (HANDICAP)	1	EACH		$ - 0
151	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (LEFT ARROW)	1	EACH		$ - 0
152	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (LT & RT)	1	EACH		$ - 0
153	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (ONLY)	1	EACH		$ - 0
154	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (RT ARROW)	1	EACH		$ - 0
155	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (RT-LT-THRU)	1	EACH		$ - 0
156	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (SCHOOL)	1	EACH		$ - 0
157	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (SHARROW)	1	EACH		$ - 0
158	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (STOP)	1	EACH		$ - 0
159	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (THRU ARROW)	1	EACH		$ - 0
160	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (U-TURN)	1	EACH		$ - 0
161	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (X-ING)	1	EACH		$ - 0
162	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (YIELD)	1	EACH		$ - 0
163	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (THRU-LT ARROW)	1	EACH		$ - 0
164	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (THRU-RT ARROW)	1	EACH		$ - 0
165	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (RAILROAD XING)	1	EACH		$ - 0
166	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT)(WHITE) (MERGE LEFT ARROW)	1	LNFT		$ - 0
167	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT)(WHITE) (MERGE RIGHT ARROW)	1	LNFT		$ - 0
168	CCI	808	Part V, 5.2.4(3.2)	PVMT MARKING REMOVAL	1000	LNFT		$ - 0
169	CCI	809	Part V, 5.2.4(3.2)	CONCRETE SAFETY BARRIER (TYPE IV)	50	LNFT		$ - 0
170	CCI	812	Part V, 5.2.4(3.2)	SIGN (FLAT SHEET) (HIGH PERFORMANCE)	250	SQFT		$ - 0
171	CCI	812	Part V, 5.2.4(3.2)	SIGN (OVERLAY) (HIGH PERFORMANCE)	250	SQFT		$ - 0
172	CCI	812	Part V, 5.2.4(3.2)	SIGN (REINFORCED PANEL) (HIGH PERFORMANCE)	250	SQFT		$ - 0
173	CCI	812	Part V, 5.2.4(3.2)	SIGN POST (1-3/4" PERFORATED SQUARE STEEL TUBE)	250	LNFT		$ - 0
174	CCI	812	Part V, 5.2.4(3.2)	SIGN POST (2" PERFORATED SQUARE STEEL TUBE)	250	LNFT		$ - 0
175	CCI	812	Part V, 5.2.4(3.2)	SIGN POST (2-1/2" PERFORATED SQUARE STEEL TUBE)	50	LNFT		$ - 0
176	CCI	812	Part V, 5.2.4(3.2)	SIGN POST (2-1/4" PERFORATED SQUARE STEEL TUBE)	50	LNFT		$ - 0
177	CCI	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 1-3/4" PERFORATED SQUARE STEEL TUBE)	25	EACH		$ - 0
178	CCI	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 2" PERFORATED SQUARE STEEL TUBE)	25	EACH		$ - 0
179	CCI	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 2-1/2" PERFORATED SQUARE STEEL TUBE)	5	EACH		$ - 0
180	CCI	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 2-1/4" PERFORATED SQUARE STEEL TUBE)	5	EACH		$ - 0
181	CCI	814	Part V, 5.2.4(3.2)	LOOP DETECTOR REPLACEMENT	50	LNFT		$ - 0
182	CCI	814	Part V, 5.2.4(3.2)	VIDEO DETECTION SYSTEM (4 Leg Intersection)	1	EACH		$ - 0
183	CCI	815	Part V, Appendix A	INLET (GUTTER) (H=3.25')(KDOT Std. RD634)	1	EACH		$ - 0
184	CCI	815	Part V, Appendix A	INLET (MANHOLE) (SPECIAL)(5.5'x5.5'x5.5')(KDOT Std. RD648)	1	EACH		$ - 0
185	CCI	815	Part V, Appendix A	INLET (TYPE 22 CURB)(5.5'x5.5'x5.5')(KDOT Std. RD 646)	1	EACH		$ - 0
186	CCI	815	Part V, Appendix A	INLET (TYPE I DITCH)(KDOT Std. RD631)	1	EACH		$ - 0
187	CCI	815	Part V, Appendix A	INLET (TYPE II DITCH)(KDOT Std. RD631)	1	EACH		$ - 0
188	CCI	815	Part V, Appendix A	MANHOLE (TYPE II)(D=6')(H=6.5')(KDOT Std. RD 629)	1	EACH		$ - 0
189	CCI	816	Part V, 5.2.4(3.2)	ADJUSTMENT OF METER BOX (WATER)	1	EACH		$ - 0
190	CCI	816	Part V, 5.2.4(3.2)	ADJUSTMENT OF VALVE BOX (GAS)	1	EACH		$ - 0
191	CCI	816	Part V, 5.2.4(3.2)	ADJUSTMENT OF VALVE BOX (WATER)	1	EACH		$ - 0
192	CCI	816	Part V, Appendix A	ADJUSTMENT OF CATCH BASINS	1	EACH		$ - 0
193	CCI	816	Part V, Appendix A	ADJUSTMENT OF CURB INLETS	1	EACH		$ - 0
194	CCI	816	Part V, Appendix A	ADJUSTMENT OF MANHOLES	1	EACH		$ - 0
195	CCI	816	Part V, 5.2.4(3.2)	Structural Steel	125	LBS		$ - 0
196	CCI	816	Part V, 5.2.4(3.2)	Cast Iron	32	LBS		$ - 0
197	CCI	816	Part V, 5.2.4(3.2)	Cast Steel	76	LBS		$ - 0
198	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 12") (CSP)	20	LNFT		$ - 0
199	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 12") (RCP)	20	LNFT		$ - 0
200	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 15") (CSP)	20	LNFT		$ - 0
201	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 15") (RCP)	20	LNFT		$ - 0
202	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 18") (CSP)	20	LNFT		$ - 0
203	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 18") (RCP)	20	LNFT		$ - 0
204	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 24") (CSP)	20	LNFT		$ - 0
205	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 24") (RCP)	100	LNFT		$ - 0
206	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 30") (CSP)	20	LNFT		$ - 0
207	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 30") (RCP)	50	LNFT		$ - 0
208	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 36") (CSP)	20	LNFT		$ - 0
209	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 36") (RCP)	20	LNFT		$ - 0
210	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 42") (CSP)	20	LNFT		$ - 0
211	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 42") (RCP)	20	LNFT		$ - 0
212	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 48") (CSP)	20	LNFT		$ - 0
213	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 48") (RCP)	20	LNFT		$ - 0
214	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 54") (CSP)	20	LNFT		$ - 0
215	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 54") (RCP)	20	LNFT		$ - 0
216	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 60") (CSP)	20	LNFT		$ - 0
217	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 60") (RCP)	20	LNFT		$ - 0
218	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 72") (CSP)	20	LNFT		$ - 0
219	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 72") (RCP)	20	LNFT		$ - 0
220	CCI	817	Part V, Appendix A	END SECTION ( 12") (CS)	2	EACH		$ - 0
221	CCI	817	Part V, Appendix A	END SECTION ( 12") (RC)	2	EACH		$ - 0
222	CCI	817	Part V, Appendix A	END SECTION ( 15") (CS)	1	EACH		$ - 0
223	CCI	817	Part V, Appendix A	END SECTION ( 15") (RC)	1	EACH		$ - 0
224	CCI	817	Part V, Appendix A	END SECTION ( 18") (CS)	1	EACH		$ - 0
225	CCI	817	Part V, Appendix A	END SECTION ( 18") (RC)	1	EACH		$ - 0
226	CCI	817	Part V, Appendix A	END SECTION ( 24") (CS)	1	EACH		$ - 0
227	CCI	817	Part V, Appendix A	END SECTION ( 24") (RC)	2	EACH		$ - 0
228	CCI	817	Part V, Appendix A	END SECTION ( 30") (CS)	1	EACH		$ - 0
229	CCI	817	Part V, Appendix A	END SECTION ( 30") (RC)	1	EACH		$ - 0
230	CCI	817	Part V, Appendix A	END SECTION ( 36") (CS)	1	EACH		$ - 0
231	CCI	817	Part V, Appendix A	END SECTION ( 36") (RC)	1	EACH		$ - 0
232	CCI	817	Part V, Appendix A	END SECTION ( 42") (CS)	1	EACH		$ - 0
233	CCI	817	Part V, Appendix A	END SECTION ( 42") (RC)	1	EACH		$ - 0
234	CCI	817	Part V, Appendix A	END SECTION ( 48") (CS)	1	EACH		$ - 0
235	CCI	817	Part V, Appendix A	END SECTION ( 48") (RC)	1	EACH		$ - 0
236	CCI	817	Part V, Appendix A	END SECTION ( 54") (CS)	1	EACH		$ - 0
237	CCI	817	Part V, Appendix A	END SECTION ( 54") (RC)	1	EACH		$ - 0
238	CCI	817	Part V, Appendix A	END SECTION ( 60") (RC)	1	EACH		$ - 0
239	CCI	817	Part V, Appendix A	END SECTION ( 72") (RC)	1	EACH		$ - 0
240	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 12") (RCP)	15	LNFT		$ - 0
241	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 12") (CSP)	15	LNFT		$ - 0
242	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 15") (RCP)	15	LNFT		$ - 0
243	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 15") (CSP)	15	LNFT		$ - 0
244	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 18") (RCP)	15	LNFT		$ - 0
245	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 18") (CSP)	15	LNFT		$ - 0
246	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 24") (RCP)	15	LNFT		$ - 0
247	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 24") (CSP)	15	LNFT		$ - 0
248	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 30") (RCP)	15	LNFT		$ - 0
249	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 30") (CSP)	15	LNFT		$ - 0
250	CCI	817	Part V, Appendix A	EROSION PIPE ( 12") (CSP)	15	LNFT		$ - 0
251	CCI	817	Part V, Appendix A	EROSION PIPE ( 15") (CSP)	15	LNFT		$ - 0
252	CCI	817	Part V, Appendix A	EROSION PIPE ( 18") (CSP)	15	LNFT		$ - 0
253	CCI	817	Part V, Appendix A	EROSION PIPE ( 24") (CSP)	15	LNFT		$ - 0
254	CCI	817	Part V, Appendix A	EROSION PIPE ( 36") (CSP)	15	LNFT		$ - 0
255	CCI	817	Part V, Appendix A	LINER PIPE (12")(KDOT Std. Spec. Special Provision 15-PS0007)	25	LNFT		$ - 0
256	CCI	817	Part V, Appendix A	LINER PIPE (15")(KDOT Std. Spec. Special Provision 15-PS0007)	25	LNFT		$ - 0
257	CCI	817	Part V, Appendix A	LINER PIPE (18")(KDOT Std. Spec. Special Provision 15-PS0007)	25	LNFT		$ - 0
258	CCI	817	Part V, Appendix A	LINER PIPE (24")(KDOT Std. Spec. Special Provision 15-PS0007)	25	LNFT		$ - 0
259	CCI	817	Part V, Appendix A	LINER PIPE (30")(KDOT Std. Spec. Special Provision 15-PS0007)	25	LNFT		$ - 0
260	CCI	817	Part V, Appendix A	LINER PIPE (36")(KDOT Std. Spec. Special Provision 15-PS0007)	25	LNFT		$ - 0
261	CCI	817	Part V, Appendix A	LINER PIPE (42")(KDOT Std. Spec. Special Provision 15-PS0007)	25	LNFT		$ - 0
262	CCI	817	Part V, Appendix A	LINER PIPE (48")(KDOT Std. Spec. Special Provision 15-PS0007)	25	LNFT		$ - 0
263	CCI	817	Part V, Appendix A	LINER PIPE (54")(KDOT Std. Spec. Special Provision 15-PS0007)	25	LNFT		$ - 0
264	CCI	817	Part V, Appendix A	LINER PIPE (60")(KDOT Std. Spec. Special Provision 15-PS0007)	25	LNFT		$ - 0
265	CCI	817	Part V, Appendix A	STORM SEWER ( 12") (RCP)	20	LNFT		$ - 0
266	CCI	817	Part V, Appendix A	STORM SEWER ( 15") (RCP)	20	LNFT		$ - 0
267	CCI	817	Part V, Appendix A	STORM SEWER ( 18") (RCP)	20	LNFT		$ - 0
268	CCI	817	Part V, Appendix A	STORM SEWER ( 24") (RCP)	20	LNFT		$ - 0
269	CCI	817	Part V, Appendix A	STORM SEWER ( 30") (RCP)	20	LNFT		$ - 0
270	CCI	817	Part V, Appendix A	STORM SEWER ( 36") (RCP)	20	LNFT		$ - 0
271	CCI	817	Part V, Appendix A	STORM SEWER ( 42") (RCP)	20	LNFT		$ - 0
272	CCI	817	Part V, Appendix A	STORM SEWER ( 48") (RCP)	20	LNFT		$ - 0
273	CCI	817	Part V, Appendix A	STORM SEWER ( 54") (RCP)	20	LNFT		$ - 0
274	CCI	817	Part V, Appendix A	STORM SEWER ( 60") (RCP)	20	LNFT		$ - 0
275	CCI	819	Part V, 5.2.4(3.2)	CROSS ROAD PIPE ( 18") (RCP) (BORED, JACKED OR TUNNELED)	25	LNFT		$ - 0
276	CCI	819	Part V, 5.2.4(3.2)	CROSS ROAD PIPE ( 24") (RCP) (BORED, JACKED OR TUNNELED)	25	LNFT		$ - 0
277	CCI	819	Part V, 5.2.4(3.2)	CROSS ROAD PIPE ( 36") (RCP) (BORED, JACKED OR TUNNELED)	25	LNFT		$ - 0
278	CCI	820	Part V, 5.2.4(3.2)	FLUME INLET (CONCRETE)	1	EACH		$ - 0
279	CCI	820	Part V, 5.2.4(3.2)	SLOPE DRAIN (CONCRETE)	25	LNFT		$ - 0
280	CCI	822	Part V, Appendix A	4" PIPE UNDERDRAINS (H)	25	LNFT		$ - 0
281	CCI	822	Part V, Appendix A	4" PIPE UNDERDRAINS (K)	25	LNFT		$ - 0
282	CCI	824	Part V, Appendix A	SIDEWALK CONSTRUCTION ( 4") (AE)	50	SQYD		$ - 0
283	CCI	824	Part V, Appendix A	SIDEWALK CONSTRUCTION ( 6") (AE)	50	SQYD		$ - 0
284	CCI	824	Part V, Appendix A	SIDEWALK RAMP	3	SQYD		$ - 0
285	CCI	824	Part V, Appendix A	SIDEWALK RAMP (DETECTABLE WARNING)	3	SQYD		$ - 0
286	CCI	825	Part V, Appendix A	CURB AND GUTTER, COMBINED (AE)	100	LNFT		$ - 0
287	CCI	826	Part V, Appendix A	CONCRETE SURFACE REPAIR	50	SQFT		$ - 0
288	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL END TERMINAL (MGS-SKT)	1	EACH		$ - 0
289	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL END TERMINAL (MGS-SRT)	1	EACH		$ - 0
290	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL END TERMINAL (SKT)	1	EACH		$ - 0
291	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL END TERMINAL (SRT)	1	EACH		$ - 0
292	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL POSTS	5	EACH		$ - 0
293	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL, REMOVAL OF STEEL PLATE	100	LNFT		$ - 0
294	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL, STEEL PLATE	50	LNFT		$ - 0
295	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL, STEEL PLATE (MGS)	50	LNFT		$ - 0
296	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL, THRIE BEAM (KDOT Std. Sht. RD613)	13	LNFT		$ - 0
297	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL, THRIE BEAM (MGS) (KDOT Std. Sht. RD613a)	13	LNFT		$ - 0
298	CCI	828	Part V, 5.2.4(3.2)	Gate (FE6-84-Slide-RA-16) (USACE Std. Sht.)	1	EACH		$ - 0
299	CCI	828	Part V, 5.2.4(3.2)	Gate (FE6-84-DO-RA-24) (USACE Std. 872-90-09)	1	EACH		$ - 0
300	CCI	828	Part V, 5.2.4(3.2)	Gate (FE6-84-SO-RA-5) (USACE Std.872-90-09)	1	EACH		$ - 0
301	CCI	828	Part V, 5.2.4(3.2)	Fence (Type FE6-TR-84) (USACE Std. 872-92-03)	100	LNFT		$ - 0
302	CCI	828	Part V, 5.2.4(3.2)	Fence Removal -(Remove Chain Link Fencing & Gate)	100	LNFT		$ - 0
303	CCI	830	Part V, Appendix A	BEDDING FOR SLOPE PROTECTION	25	CUYD		$ - 0
304	CCI	830	Part V, Appendix A	GEOTEXTILE FABRIC	500	SQYD		$ - 0
305	CCI	830	Part V, Appendix A	SLOPE PROTECTION (RIPRAP STONE)	50	CUYD		$ - 0
306	CCI	830	Part V, Appendix A	SLOPE PROTECTION (SHOT ROCK)	50	CUYD		$ - 0
307	CCI	831	Part V, Appendix A	CONCRETE BACKSLOPE DITCH LINING	50	SQYD		$ - 0
308	CCI	831	Part V, Appendix A	CONCRETE DITCH LINING	50	SQYD		$ - 0
309	CMAMI	833	Part V, 5.2.4(3.2)	ASPHALT PAVEMENT PATCHING OF PCCP	50	TON		$ - 0
310	CCI	833	Part V, 5.2.4(3.2)	EXTRA WORK SAW CUTS	50	LNFT		$ - 0
311	CCI	833	Part V, 5.2.4(3.2)	PCCP EDGE JOINT PATCHING (FULL DEPTH)	25	SQYD		$ - 0
312	CCI	833	Part V, 5.2.4(3.2)	PCCP EDGE JOINT PATCHING (PARTIAL DEPTH)	25	SQYD		$ - 0
313	CCI	833	Part V, 5.2.4(3.2)	PCCP JOINT AND CRACK PATCHING (FULL DEPTH)	25	SQYD		$ - 0
314	CCI	833	Part V, 5.2.4(3.2)	PCCP JOINT AND CRACK PATCHING (PARTIAL DEPTH)	25	SQYD		$ - 0
315	CCI	833	Part V, 5.2.4(3.2)	PCCP PATCHING (FULL DEPTH) ( 6") (SOUND)	25	SQYD		$ - 0
316	CCI	833	Part V, 5.2.4(3.2)	PCCP PATCHING (FULL DEPTH) ( 9") (SOUND)	25	SQYD		$ - 0
317	CCI	833	Part V, 5.2.4(3.2)	PCCP PATCHING (FULL DEPTH) (12") (SOUND)	25	SQYD		$ - 0
318	CMAMI	835	Part V, 5.2.4(3.2)	SEALING ASPHALT CRACKS (>1/2" <2.0")	2500	LNFT		$ - 0
319	CMAMI	835	Part V, 5.2.4(3.2)	SEALING ASPHALT CRACKS (>1/8" <=1/2")	2500	LNFT		$ - 0
320	CMAMI	835	Part V, 5.2.4(3.2)	SEALING LONGITUDINAL ASPHALT SHOULDER JOINT	2500	LNFT		$ - 0
321	CMAMI	835	Part V, 5.2.4(3.2)	SEALING PCCP CRACKS (>1/8" <2.0")	1000	LNFT		$ - 0
322	CMAMI	835	Part V, 5.2.4(3.2)	SEALING PCCP JOINTS (LONGITUDINAL)	2500	LNFT		$ - 0
323	CMAMI	835	Part V, 5.2.4(3.2)	SEALING PCCP JOINTS (TRANSVERSE)	1500	LNFT		$ - 0
324	CCI	835	Part V, 5.2.4(3.2)	SEALING SPALLED PCCP JOINTS & CRACKS (>2.0" <=3.0")	150	LNFT		$ - 0
325	CCI	835	Part V, 5.2.4(3.2)	SEALING SPALLED PCCP JOINTS & CRACKS TY A OR B(>2.0" <=3.0")	1500	LNFT		$ - 0
326	CCI	837	Part V, 5.2.4(3.2)	Pavement Edge Wedge (RAP 100%)(Install Only)	2500	TON		$ - 0
327	CCI	837	Part V, 5.2.4(3.2)	Pavement Edge Wedge (Rock)	500	TON		$ - 0
328	CCI	838	Part V, 5.2.4(3.2)	GRINDING CONCRETE SURFACE	25	SQYD		$ - 0
329	CMAMI	840	Part V, 5.2.4(3.2)	Temporary Surfacing Material (HMA)	100	TON		$ - 0
330	CCI	842	Part V, 5.2.4(3.2)	DRILLING AND GROUTING	125	EACH		$ - 0
331	CCI	843	Part V, 5.2.4(3.2)	FLOWABLE FILL (HIGH STRENGTH)	25	CUYD		$ - 0
332	CCI	843	Part V, 5.2.4(3.2)	FLOWABLE FILL (LOW STRENGTH)	25	CUYD		$ - 0
333	CCI	849	Part V, 5.2.4(3.2)	GEOMEMBRANE	250	SQYD		$ - 0
334	CCI	850	Part V, 5.2.4(3.2)	SEPARATION GEOTEXTILE	250	SQYD		$ - 0
335	CCI	851	Part V, 5.2.4(3.2)	PAVEMENT WATERPROOFING MEMBRANE	50	SQYD		$ - 0
336	CCI	852	Part V, 5.2.4(3.2)	PAVING FABRIC	2500	SQYD		$ - 0
337	CCI	853	Part V, 5.2.4(3.2)	RETAINING WALL (MBW)	50	SQFT		$ - 0
338	CCI	854	Part V, 5.2.4(3.2)	LANDSCAPE RETAINING WALL	50	SQFT		$ - 0
339	CCI	855	Part V, 5.2.4(3.2)	PAVING BRICK	50	SQYD		$ - 0
340	CCI	856	Part V, 5.2.4(3.2)	CONCRETE PARKING BLOCK	25	EACH		$ - 0
341	CCI	858	Part V, 5.2.4(3.2)	BRIDGE APPROACH SLAB FOOTING	25	CUYD		$ - 0
342	CCI	901	KDHE Permit	Erosion Control KDHE Stormwater Permit for Task Orders > 1 Acre Site	1	EACH		$ - 0
343	CCI	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 1) (TYPE C)	100	SQYD		$ - 0
344	CCI	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 1) (TYPE D)	100	SQYD		$ - 0
345	CCI	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 2) (TYPE E)	100	SQYD		$ - 0
346	CCI	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 2) (TYPE F)	100	SQYD		$ - 0
347	CCI	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 2) (TYPE G)	50	SQYD		$ - 0
348	CCI	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 2) (TYPE H)	50	SQYD		$ - 0
349	CCI	902	Part V, 5.2.4(3.2)	GEOTEXTILE (EROSION CONTROL)	50	SQYD		$ - 0
350	CCI	902	Part V, 5.2.4(3.2)	SILT FENCE	1000	LNFT		$ - 0
351	CCI	902	Part V, 5.2.4(3.2)	TEMPORARY BERM	3	LNFT		$ - 0
352	CCI	902	Part V, 5.2.4(3.2)	TEMPORARY DITCH CHECK (BIODEGRADABLE LOG) (20")	3	LNFT		$ - 0
353	CCI	902	Part V, 5.2.4(3.2)	TEMPORARY INLET SEDIMENT BARRIER	1	EACH		$ - 0
354	CCI	903	Part V, 5.2.4(3.2)	Seed (Urban Mix)(KDOT Dist. 1 Seed Mix)(Mulch 2 tons/Acre)(Tack 900 lbs/Acre)	50	KSQFT		$ - 0
355	CCI	903	Part V, 5.2.4(3.2)	Seed (Permanent Mix)(KDOT Dist. 1 Seed Mix)(Mulch 2 tons/Acre)(Tack 900 lbs/Acre)	50	KSQFT		$ - 0
356	CCI	903	Part V, 5.2.4(3.2)	Seed (Temporary Mix)(KDOT Dist. 1 Seed Mix)(Mulch 2 tons/Acre)(Tack 900 lbs/Acre)	25	KSQFT		$ - 0
357	CCI	905	Part V, 5.2.4(3.2)	MULCHING (HYDRO)	2500	SQYD		$ - 0
358	CCI	906	Part V, 5.2.4(3.2)	SOD (BUFFALO GRASS AND BLUE GRAMA BLEND) (STRIPS)	50	SQYD		$ - 0
359	CCI	906	Part V, 5.2.4(3.2)	SOD (FESCUE) (STRIPS)	50	SQYD		$ - 0
360	CCI	906	Part V, 5.2.4(3.2)	TOPSOIL	100	CUYD		$ - 0
361	CCI	908	Part V, 5.2.4(3.2)	Deciduous Tree (1.25" to 2" Caliper)	25	EACH		$ - 0
362	CCI	908	Part V, 5.2.4(3.2)	Evergreen Tree (less than 1.25" Caliper)	5	EACH		$ - 0
363	CCI	913	Part V, Appendix A	Water System -Relocate Fire Hydrant & Valve up to 20-ft distance	1	EACH		$ - 0
364	CCI	1108	Part V, Appendix A	COVER MATERIAL (CM-L-2)	250	CUYD		$ - 0
365	CCI	1108	Part V, Appendix A	COVER MATERIAL (CM-A)	250	CUYD		$ - 0
366	CMAMI	1204	Part V, Appendix A	CUTBACK ASPHALT (Type and Grade from KDOT PQL)(SEAL)	100	TON		$ - 0
367	CMAMI	1204	Part V, Appendix A	CUTBACK ASPHALT (Type and Grade from KDOT PQL)(PRIME)	100	TON		$ - 0
368	CMAMI	1203	Part V, Appendix A	EMULSIFIED ASPHALT (Type and Grade from KDOT PQL) (SEAL)	100	TON		$ - 0
369	CMAMI	1203	Part V, Appendix A	EMULSIFIED ASPHALT (Type and Grade from KDOT PQL)(PRIME)	100	TON		$ - 0
370	CMAMI	1206	Part V, Appendix A	ASPHALT CEMENT (Type and Grade from KDOT PQL)(SEAL)	100	TON		$ - 0
371	CMAMI	1206	Part V, Appendix A	ASPHALT CEMENT (Type and Grade from KDOT PQL)(PRIME)	100	TON		$ - 0

KDOT Spec and Material Verfication and Acceptance Columns:

1) KDOT Spec. column refers to the Kansas Department of Transportation 2015 Specifcations found at: https://www.ksdot.org/bureaus/burConsMain/specprov/2015specprov.asp

2) Material Verfication or Acceptance Test requirements can be found in the 2016 KDOT Part V Construction Manual including the appendicies at: https://www.ksdot.org/bureaus/burconsmain/Connections/ConstManual/index.asp

3) The EPA column is for the option year line item prices that will be determined by adjusting the base year line item prices per the Engineering News Record's July Construction Cost Index (CCI) and the Kansas Dept. of Transportation's July Computed Monthly Asphalt Material Index (CMAMI).

Units of Measurement Abbreviations
EACH	=	Each
CUYD	=	Cubic Yard
SQYD	=	Square Yard
KSQFT	=	1000 Square Feet
SQFT	=	Square Feet
LNFT	=	Linear Feet
TON	=	Ton
LBS	=	Pounds

Note: The unit price shall not include costs for bonds. The cost for bonds is based upon the cost for each task order issued.

Year1

								Option Year 1
FY18 ROADS CONTRACT TASK ORDER
PROJECT TITLE:					Total Ordered Cost (CLIN 1001):			$ - 0
PROJECT NUMBER:					Estimated Bond 0.5%:			$ - 0
OPTION YEAR:					Total Estimated Cost:			$ - 0
PROJECT DESCRIPTION:					Total No. of TO Days:
Line No.	EPA	KDOT Spec.	Verification or Acceptance Tests	Long Description	Ordered Quantity	Unit	Unit Price	Ordered Cost
1	CCI	201	Part V, 5.2.4(3.2)	Clear & Grub -Tree Removal, Tree larger than 6" Diameter
49	EACH		$ - 0
2	CCI	201	Part V, 5.2.4(3.2)	Clear & Grub -Trees up to 6" Diameter
973	KSQFT		$ - 0
3	CCI	202	Part V, 5.2.4(3.2)	REMOVAL OF EXISTING STRUCTURES (RCP, CMP, and End Sections)	24	LNFT		$ - 0
4	CCI	202	Part V, 5.2.4(3.2)	REMOVAL OF EXISTING STRUCTURES (RCB, Manholes, Area Inlets)	15	CUYD		$ - 0
5	CCI	202	Part V, 5.2.4(3.2)	REMOVAL OF EXISTING STRUCTURES (Bridge Superstructure)(Category B Demo)	10	CUYD		$ - 0
6	CCI	202	Part V, 5.2.4(3.2)	REMOVAL OF EXISTING STRUCTURES (Bridge Substructure)(Category B Demo)	10	CUYD		$ - 0
7	CCI	204	Part V, Appendix A	CLASS I EXCAVATION	24	CUYD		$ - 0
8	CCI	204	Part V, Appendix A	CLASS II EXCAVATION	24	CUYD		$ - 0
9	CCI	204	Part V, Appendix A	CLASS III EXCAVATION	24	CUYD		$ - 0
10	CCI	204	Part V, Appendix A	FOUNDATION STABILIZATION	24	CUYD		$ - 0
11	CCI	204	Part V, Appendix A	Concrete for Seal Course	24	CUYD		$ - 0
12	CCI	204	Part V, Appendix A	GRANULAR BACKFILL	5	CUYD		$ - 0
13	CCI	204	Part V, Appendix A	GRANULAR BACKFILL (WINGWALLS)	5	CUYD		$ - 0
14	CCI	205	Part V, Appendix A	COMMON EXCAVATION (RURAL SMALL)	1459	CUYD		$ - 0
15	CCI	205	Part V, Appendix A	COMMON EXCAVATION (UNSUITABLE)	243	CUYD		$ - 0
16	CCI	205	Part V, Appendix A	COMPACTION OF EARTHWORK (TYPE AA) (MR-5-5)	1459	CUYD		$ - 0
17	CCI	205	Part V, Appendix A	COMPACTION OF EARTHWORK (TYPE A) (MR-90)	1459	CUYD		$ - 0
18	CCI	205	Part V, Appendix A	COMPACTION OF EARTHWORK (TYPE B) (MR-90)	1459	CUYD		$ - 0
19	CCI	205	Part V, Appendix A	EMBANKMENT	486	CUYD		$ - 0
20	CCI	205	Part V, 5.2.4(3.2)	ROCK EXCAVATION	243	CUYD		$ - 0
21	CCI	300	Part V, Appendix A	DRAINABLE BASE (UNBOUND) ( 4")	973	SQYD		$ - 0
22	CCI	305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (4")(Install Only)	243	SQYD		$ - 0
23	CCI	305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (6")(Install Only)	243	SQYD		$ - 0
24	CCI	305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (8")(Install Only)	243	SQYD		$ - 0
25	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 3")	49	SQYD		$ - 0
26	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 4")	2431	SQYD		$ - 0
27	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 5")	49	SQYD		$ - 0
28	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 6")	2431	SQYD		$ - 0
29	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 7")	49	SQYD		$ - 0
30	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 8")	49	SQYD		$ - 0
31	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 9")	49	SQYD		$ - 0
32	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) (10")	49	SQYD		$ - 0
33	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 4")	1945	SQYD		$ - 0
34	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 5")	49	SQYD		$ - 0
35	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 6")	243	SQYD		$ - 0
36	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 7")	49	SQYD		$ - 0
37	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 8")	49	SQYD		$ - 0
38	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 9")	49	SQYD		$ - 0
39	CCI	307	Part V, Appendix A	GRANULAR BASE ( 3")	49	SQYD		$ - 0
40	CCI	307	Part V, Appendix A	GRANULAR BASE ( 4")	973	SQYD		$ - 0
41	CCI	307	Part V, Appendix A	GRANULAR BASE ( 5")	49	SQYD		$ - 0
42	CCI	307	Part V, Appendix A	GRANULAR BASE ( 6")	486	SQYD		$ - 0
43	CCI	307	Part V, Appendix A	GRANULAR BASE ( 7")	49	SQYD		$ - 0
44	CCI	307	Part V, Appendix A	GRANULAR BASE ( 8")	49	SQYD		$ - 0
45	CCI	308	Part V, 5.2.4(3.2)	GEOSYNTHETIC REINFORCEMENT (FOR BASE)	973	SQYD		$ - 0
46	CCI	501	Part V, Appendix B	CONCRETE PVMT ( 6" UNIFORM) (AE) (PLAIN)	97	SQYD		$ - 0
47	CCI	501	Part V, Appendix B	CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)	49	SQYD		$ - 0
48	CCI	501	Part V, Appendix B	CONCRETE PVMT ( 9" UNIFORM) (AE) (PLAIN)	49	SQYD		$ - 0
49	CCI	501	Part V, Appendix B	CONCRETE PVMT (12" UNIFORM) (AE) (NRDJ)	49	SQYD		$ - 0
50	CCI	501	Part V, Appendix B	CONCRETE PVMT (12" UNIFORM) (AE) (PLAIN)	49	SQYD		$ - 0
51	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT ( 6" UNIFORM) (AE) (PLAIN)	49	SQYD		$ - 0
52	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)	49	SQYD		$ - 0
53	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (PLAIN)	49	SQYD		$ - 0
54	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(PLAIN)	49	SQYD		$ - 0
55	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(NRDJ)	49	SQYD		$ - 0
56	CCI	501	Part V, Appendix B	CONCRETE CORE	10	EACH		$ - 0
57	CCI	602	Part V, Appendix B	ASPHALT CORE	10	EACH		$ - 0
58	CMAMI	602	Part V, Appendix B	EMULSIFIED ASPHALT	194500	SQYD		$ - 0
59	CMAMI	602	Part V, Appendix B	HMA BASE (SR-12.5A) (PG 70-28)	4863	TON		$ - 0
60	CMAMI	602	Part V, Appendix B	HMA SURFACE (SR-12.5A) (PG 70-28)	4863	TON		$ - 0
61	CCI	608	Part V, Appendix A	MANIPULATION (CHIP SEALS)	97	SQYD		$ - 0
62	CCI	609	Part V, Appendix A	MANIPULATION (S.A.S.T.)	10	SQYD		$ - 0
63	CCI	610	Part V, Appendix A	MANIPULATION (D.A.S.T.)	10	SQYD		$ - 0
64	CMAMI	611	Part V, Appendix A	HMA Commercial Grade (Class A)	17764	TON		$ - 0
65	CMAMI	611	Part V, Appendix A	HMA Commercial Grade (Class A)(Patching)	195	TON		$ - 0
66	CCI	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (2")(Transport to Camp Funston)	7294	SQYD		$ - 0
67	CCI	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (3")(Transport to Camp Funston)	4863	SQYD		$ - 0
68	CCI	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (4")(Transport to Camp Funston)	2431	SQYD		$ - 0
69	CMAMI	615	Part V, 5.2.4(3.2)	SAW AND SEAL JOINT (HMA)	97	LNFT		$ - 0
70	CCI	703	Part V, 5.2.4(3.2)	CORE HOLE (INVESTIGATIVE)	24	LNFT		$ - 0
71	CCI	710	Part V, Appendix A	CONCRETE (GRADE 4.0)	24	CUYD		$ - 0
72	CCI	710	Part V, Appendix A	CONCRETE (GRADE 3.0) (AE)	49	CUYD		$ - 0
73	CCI	710	Part V, 5.2.4(3.2)	BRIDGE DECK GROOVING	49	SQYD		$ - 0
74	CCI	711	Part V, Appendix A	REINFORCING STEEL (GRADE 60)	2431	LBS.		$ - 0
75	CCI	711	Part V, Appendix A	REINFORCING STEEL (GRADE 60) (EPOXY COATED)	2431	LBS.		$ - 0
76	CCI	711	Part V, Appendix A	REINFORCING STEEL (REPAIR)(GRADE 60) (EPOXY)	97	LBS.		$ - 0
77	CCI	711	Part V, Appendix A	REINFORCING STEEL (REPAIR)(GRADE 60)	97	LBS.		$ - 0
78	CCI	717	Part V, Appendix A	PORTLAND CEMENT CONCRETE OVERLAY (1.5")	10	SQYD		$ - 0
79	CCI	717	Part V, Appendix A	PORTLAND CEMENT CONCRETE OVERLAY (1.75")	10	SQYD		$ - 0
80	CCI	717	Part V, Appendix A	PORTLAND CEMENT CONCRETE OVERLAY (2.0")	10	SQYD		$ - 0
81	CCI	719	Part V, 5.2.4(3.2)	EXPANSION JOINT (MEMBRANE SEALANT)	24	LNFT		$ - 0
82	CCI	719	Part V, 5.2.4(3.2)	EXPANSION JOINT (STRIP SEAL ASSEMBLY)	15	LNFT		$ - 0
83	CCI	721	Part V, 5.2.4(3.2)	HANDRAIL (METAL) (3'- 6")	24	LNFT		$ - 0
84	CCI	723	Part V, 5.2.4(3.2)	SUBSTRUCTURE WATERPROOFING MEMBRANE	10	SQYD		$ - 0
85	CCI	724	Part V, 5.2.4(3.2)	BRIDGE BACKWALL PROTECTION SYSTEM	10	SQYD		$ - 0
86	CCI	725	Part V, 5.2.4(3.2)	ABUTMENT STRIP DRAIN	10	SQYD		$ - 0
87	CCI	726	Part V, 5.2.4(3.2)	CONCRETE MASONRY COATING	10	SQYD		$ - 0
88	CCI	728	Part V, 5.2.4(3.2)	BRIDGE CURB REPAIR	24	LNFT		$ - 0
89	CCI	729	Part V, Appendix A	MULTI-LAYER POLYMER CONCRETE OVERLAY	49	SQYD		$ - 0
90	CCI	730	Part V, 5.2.4(3.2)	EPOXY RESIN CRACK REPAIR	49	LNFT		$ - 0
91	CCI	731	Part V, 5.2.4(3.2)	AREA PREPARED FOR PATCHING	10	SQYD		$ - 0
92	CCI	731	Part V, 5.2.4(3.2)	AREA PREPARED FOR PATCHING (FULL DEPTH)	10	SQYD		$ - 0
93	CCI	731	Part V, 5.2.4(3.2)	AREA PREPARED FOR PATCHING (POURED WITH OVERLAY)	10	SQYD		$ - 0
94	CCI	732	Part V, 5.2.4(3.2)	MACHINE PREPARATION (1.5")	10	SQYD		$ - 0
95	CCI	732	Part V, 5.2.4(3.2)	MACHINE PREPARATION (1.75")	10	SQYD		$ - 0
96	CCI	732	Part V, 5.2.4(3.2)	MACHINE PREPARATION (2.0")	10	SQYD		$ - 0
97	CCI	739	Part V, Appendix A	SLURRY POLYMER CONCRETE OVERLAY (1.5")	10	SQYD		$ - 0
98	CCI	739	Part V, Appendix A	SLURRY POLYMER CONCRETE OVERLAY (1.75")	10	SQYD		$ - 0
99	CCI	739	Part V, Appendix A	SLURRY POLYMER CONCRETE OVERLAY (2.0")	10	SQYD		$ - 0
100	CCI	740	Part V, Appendix A	SINGLE-LAYER POLYMER CONCRETE OVERLAY	10	SQYD		$ - 0
101	CCI	800	Part V, 5.2.4(3.2)	POLYURETHANE (MUDJACKING)	24	LBS		$ - 0
102	CCI	800	Part V, 5.2.4(3.2)	SIMULATED STONE MASONRY STAIN	24	SQYD		$ - 0
103	CCI	802	Std. Spec 802	BENCHMARK MONUMENT (CONCRETE CYLINDER)	1	EACH		$ - 0
104	CCI	802	Std. Spec 802	CONCTRACTOR CONSTRUCTION STAKING (GENERAL, Std. Spec. 802.3c(2))	2431	SQYD		$ - 0
105	CCI	802	Std. Spec 802	CONCTRACTOR CONSTRUCTION STAKING (BRIDGE, Std. Spec. 802.3c(3))	49	SQYD		$ - 0
106	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (BLACK) ( 6")	486	LNFT		$ - 0
107	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 4")	973	LNFT		$ - 0
108	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 6")	973	LNFT		$ - 0
109	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 8")	243	LNFT		$ - 0
110	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) (12")	243	LNFT		$ - 0
111	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) (24")	49	LNFT		$ - 0
112	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 4")	19450	LNFT		$ - 0
113	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 6")	243	LNFT		$ - 0
114	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 8")	243	LNFT		$ - 0
115	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) (12")	243	LNFT		$ - 0
116	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (AHEAD)	1	EACH		$ - 0
117	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (BICYCLE)	3	EACH		$ - 0
118	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (EXIT)	1	EACH		$ - 0
119	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (HANDICAP)	3	EACH		$ - 0
120	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LEFT ARROW)	3	EACH		$ - 0
121	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LT & RT)	3	EACH		$ - 0
122	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (ONLY)	3	EACH		$ - 0
123	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT ARROW)	3	EACH		$ - 0
124	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT-LT-THRU)	3	EACH		$ - 0
125	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SCHOOL)	1	EACH		$ - 0
126	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SHARROW)	3	EACH		$ - 0
127	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (STOP)	3	EACH		$ - 0
128	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (THRU ARROW)	3	EACH		$ - 0
129	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (U-TURN)	1	EACH		$ - 0
130	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (X-ING)	3	EACH		$ - 0
131	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (YIELD)	1	EACH		$ - 0
132	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) THRU-LT ARROW	1	EACH		$ - 0
133	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) THRU-RT ARROW	1	EACH		$ - 0
134	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE)(RAILROAD XING)	1	EACH		$ - 0
135	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE)(WHITE)MERGE LEFT ARROW	1	EACH		$ - 0
136	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE)(WHITE)MERGE RIGHT ARROW	1	EACH		$ - 0
137	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (BLACK) ( 6")	97	LNFT		$ - 0
138	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) ( 4")	7294	LNFT		$ - 0
139	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) ( 8")	973	LNFT		$ - 0
140	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) ( 6")	243	LNFT		$ - 0
141	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) (12")	243	LNFT		$ - 0
142	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) (24")	243	LNFT		$ - 0
143	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (YELLOW) ( 4")	7294	LNFT		$ - 0
144	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (YELLOW) ( 6")	243	LNFT		$ - 0
145	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (YELLOW) (8")	243	LNFT		$ - 0
146	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (YELLOW) (12")	243	LNFT		$ - 0
147	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (AHEAD)	1	EACH		$ - 0
148	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (BICYCLE)	1	EACH		$ - 0
149	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (EXIT)	1	EACH		$ - 0
150	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (HANDICAP)	1	EACH		$ - 0
151	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (LEFT ARROW)	1	EACH		$ - 0
152	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (LT & RT)	1	EACH		$ - 0
153	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (ONLY)	1	EACH		$ - 0
154	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (RT ARROW)	1	EACH		$ - 0
155	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (RT-LT-THRU)	1	EACH		$ - 0
156	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (SCHOOL)	1	EACH		$ - 0
157	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (SHARROW)	1	EACH		$ - 0
158	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (STOP)	1	EACH		$ - 0
159	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (THRU ARROW)	1	EACH		$ - 0
160	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (U-TURN)	1	EACH		$ - 0
161	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (X-ING)	1	EACH		$ - 0
162	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (YIELD)	1	EACH		$ - 0
163	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (THRU-LT ARROW)	1	EACH		$ - 0
164	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (THRU-RT ARROW)	1	EACH		$ - 0
165	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (RAILROAD XING)	1	EACH		$ - 0
166	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT)(WHITE) (MERGE LEFT ARROW)	1	LNFT		$ - 0
167	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT)(WHITE) (MERGE RIGHT ARROW)	1	LNFT		$ - 0
168	CCI	808	Part V, 5.2.4(3.2)	PVMT MARKING REMOVAL	973	LNFT		$ - 0
169	CCI	809	Part V, 5.2.4(3.2)	CONCRETE SAFETY BARRIER (TYPE IV)	49	LNFT		$ - 0
170	CCI	812	Part V, 5.2.4(3.2)	SIGN (FLAT SHEET) (HIGH PERFORMANCE)	243	SQFT		$ - 0
171	CCI	812	Part V, 5.2.4(3.2)	SIGN (OVERLAY) (HIGH PERFORMANCE)	243	SQFT		$ - 0
172	CCI	812	Part V, 5.2.4(3.2)	SIGN (REINFORCED PANEL) (HIGH PERFORMANCE)	243	SQFT		$ - 0
173	CCI	812	Part V, 5.2.4(3.2)	SIGN POST (1-3/4" PERFORATED SQUARE STEEL TUBE)	243	LNFT		$ - 0
174	CCI	812	Part V, 5.2.4(3.2)	SIGN POST (2" PERFORATED SQUARE STEEL TUBE)	243	LNFT		$ - 0
175	CCI	812	Part V, 5.2.4(3.2)	SIGN POST (2-1/2" PERFORATED SQUARE STEEL TUBE)	49	LNFT		$ - 0
176	CCI	812	Part V, 5.2.4(3.2)	SIGN POST (2-1/4" PERFORATED SQUARE STEEL TUBE)	49	LNFT		$ - 0
177	CCI	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 1-3/4" PERFORATED SQUARE STEEL TUBE)	24	EACH		$ - 0
178	CCI	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 2" PERFORATED SQUARE STEEL TUBE)	24	EACH		$ - 0
179	CCI	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 2-1/2" PERFORATED SQUARE STEEL TUBE)	5	EACH		$ - 0
180	CCI	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 2-1/4" PERFORATED SQUARE STEEL TUBE)	5	EACH		$ - 0
181	CCI	814	Part V, 5.2.4(3.2)	LOOP DETECTOR REPLACEMENT	49	LNFT		$ - 0
182	CCI	814	Part V, 5.2.4(3.2)	VIDEO DETECTION SYSTEM (4 Leg Intersection)	1	EACH		$ - 0
183	CCI	815	Part V, Appendix A	INLET (GUTTER) (H=3.25')(KDOT Std. RD634)	1	EACH		$ - 0
184	CCI	815	Part V, Appendix A	INLET (MANHOLE) (SPECIAL)(5.5'x5.5'x5.5')(KDOT Std. RD648)	1	EACH		$ - 0
185	CCI	815	Part V, Appendix A	INLET (TYPE 22 CURB)(5.5'x5.5'x5.5')(KDOT Std. RD 646)	1	EACH		$ - 0
186	CCI	815	Part V, Appendix A	INLET (TYPE I DITCH)(KDOT Std. RD631)	1	EACH		$ - 0
187	CCI	815	Part V, Appendix A	INLET (TYPE II DITCH)(KDOT Std. RD631)	1	EACH		$ - 0
188	CCI	815	Part V, Appendix A	MANHOLE (TYPE II)(D=6')(H=6.5')(KDOT Std. RD 629)	1	EACH		$ - 0
189	CCI	816	Part V, 5.2.4(3.2)	ADJUSTMENT OF METER BOX (WATER)	1	EACH		$ - 0
190	CCI	816	Part V, 5.2.4(3.2)	ADJUSTMENT OF VALVE BOX (GAS)	1	EACH		$ - 0
191	CCI	816	Part V, 5.2.4(3.2)	ADJUSTMENT OF VALVE BOX (WATER)	1	EACH		$ - 0
192	CCI	816	Part V, Appendix A	ADJUSTMENT OF CATCH BASINS	1	EACH		$ - 0
193	CCI	816	Part V, Appendix A	ADJUSTMENT OF CURB INLETS	1	EACH		$ - 0
194	CCI	816	Part V, Appendix A	ADJUSTMENT OF MANHOLES	1	EACH		$ - 0
195	CCI	816	Part V, 5.2.4(3.2)	Structural Steel	122	LBS		$ - 0
196	CCI	816	Part V, 5.2.4(3.2)	Cast Iron	31	LBS		$ - 0
197	CCI	816	Part V, 5.2.4(3.2)	Cast Steel	74	LBS		$ - 0
198	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 12") (CSP)	19	LNFT		$ - 0
199	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 12") (RCP)	19	LNFT		$ - 0
200	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 15") (CSP)	19	LNFT		$ - 0
201	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 15") (RCP)	19	LNFT		$ - 0
202	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 18") (CSP)	19	LNFT		$ - 0
203	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 18") (RCP)	19	LNFT		$ - 0
204	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 24") (CSP)	19	LNFT		$ - 0
205	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 24") (RCP)	97	LNFT		$ - 0
206	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 30") (CSP)	19	LNFT		$ - 0
207	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 30") (RCP)	49	LNFT		$ - 0
208	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 36") (CSP)	19	LNFT		$ - 0
209	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 36") (RCP)	19	LNFT		$ - 0
210	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 42") (CSP)	19	LNFT		$ - 0
211	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 42") (RCP)	19	LNFT		$ - 0
212	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 48") (CSP)	19	LNFT		$ - 0
213	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 48") (RCP)	19	LNFT		$ - 0
214	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 54") (CSP)	19	LNFT		$ - 0
215	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 54") (RCP)	19	LNFT		$ - 0
216	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 60") (CSP)	19	LNFT		$ - 0
217	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 60") (RCP)	19	LNFT		$ - 0
218	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 72") (CSP)	19	LNFT		$ - 0
219	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 72") (RCP)	19	LNFT		$ - 0
220	CCI	817	Part V, Appendix A	END SECTION ( 12") (CS)	2	EACH		$ - 0
221	CCI	817	Part V, Appendix A	END SECTION ( 12") (RC)	2	EACH		$ - 0
222	CCI	817	Part V, Appendix A	END SECTION ( 15") (CS)	1	EACH		$ - 0
223	CCI	817	Part V, Appendix A	END SECTION ( 15") (RC)	1	EACH		$ - 0
224	CCI	817	Part V, Appendix A	END SECTION ( 18") (CS)	1	EACH		$ - 0

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