W911RX-18-B-0003_Ft_Riley_Exhibit_A__Bid_form_Amended_3APR18.xlsx

XLSX spreadsheet 176 KB Posted Apr 3, 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, Amended 3APR18

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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
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
SECTION_01_55_26_TRAFFIC_CONTROL_AND_SAFETY_Revised_2018-01-16.docx	DOCX document	Feb 13, 2018

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Total

FY18-22 ROADS CONTRACT TOTAL COST ESTIMATE

Contract Year	Fiscal Year	CLIN	Contract Total Estimated Cost
Base Year	2018	0001 All Lines	$0.00
		Bond EST	$0.00	Bonding Cost Estimate is derived by multiplying CLINS 0001 and 0002 by 0.005. Calculation applies to all Option Years as well.
		0001 Total	$0.00	Insert this total on CLIN 0001 in Section B of the 1442
		0002	$0.00	Insert this total on CLIN 0002 in Section B of the 1442
Base Year Subtotal :			$0.00
Option Year 1	2019	1001 All Lines	$0.00
		Bond EST	$0.00
		1001 Total	$0.00	Insert this total on CLIN 1001 in Section B of the 1442
		1002	$0.00	Insert this total on CLIN 1002 in Section B of the 1442
Option Year 1 Subtotal:			$0.00
Option Year 2	2020	2001 All Lines	$0.00
		Bond EST	$0.00
		2001 Total	$0.00	Insert this total on CLIN 2001 in Section B of the 1442
		2002	$0.00	Insert this total on CLIN 2002 in Section B of the 1442
Option Year 2 Subtotal:			$0.00
Option Year 3	2021	3001 All Lines	$0.00
		Bond EST	$0.00
		3001 Total	$0.00	Insert this total on CLIN 3001 in Section B of the 1442
		3002	$0.00	Insert this total on CLIN 3002 in Section B of the 1442
Option Year 3 Subtotal:			$0.00
Option Year 4	2022	4001 All Lines	$0.00
		Bond EST	$0.00
		4001 Total	$0.00	Insert this total on CLIN 4001 in Section B of the 1442
		4002	$0.00	Insert this total on CLIN 4002 in Section B of the 1442
Option Year 4 Subtotal:			$0.00
Contract Total			$0.00

Total estimated costs include bonding estimate of 0.5% to be used for planning purposes only. Actual costs of bonds shall be required and reimbursed to the contractor on a task order baisis.

BaseYear

							Base Year
FY18 ROADS CONTRACT TASK ORDER (CLIN 0001)
PROJECT TITLE:					Total Ordered Cost (CLIN 0001):			$ - 0
PROJECT NUMBER:					Bonding 0.5%(Estimated):			$ - 0
PROJECT DESCRIPTION:					Total Ordered Cost (CLIN 0002):			$ - 0
Total No. of TO Days:					Total Estimated Cost:			$ - 0
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	SQYD		$ - 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)(VMF 0.8)	1500	CUYD		$ - 0
15	CCI	205	Part V, Appendix A	COMMON EXCAVATION (UNSUITABLE)	250	CUYD		$ - 0
16	CCI	205	Part V, 5.2.4(3.2)	COMMON EXCAVATION SAW CUTS (Depth 5" or less)	50	LNFT		$ - 0
17	CCI	205	Part V, Appendix A	COMPACTION OF EARTHWORK (TYPE AA) (MR-5-5)	1500	CUYD		$ - 0
18	CCI	205	Part V, Appendix A	COMPACTION OF EARTHWORK (TYPE A) (MR-90)	1500	CUYD		$ - 0
19	CCI	205	Part V, Appendix A	COMPACTION OF EARTHWORK (TYPE B) (MR-90)	1500	CUYD		$ - 0
20	CCI	205	Part V, Appendix A	EMBANKMENT	500	CUYD		$ - 0
21	CCI	205	Part V, 5.2.4(3.2)	ROCK EXCAVATION (VMF 1.0)	250	CUYD		$ - 0
22	CCI	205	Part V, 5.2.4(3.2)	ROCK EXCAVATION SAW CUTS (Depth 6" to 9")	50	LNFT		$ - 0
23	CCI	205	Part V, 5.2.4(3.2)	ROCK EXCAVATION SAW CUTS (Depth 10" to 18")	50	LNFT		$ - 0
24	CCI	300	Part V, Appendix A	DRAINABLE BASE (UNBOUND) ( 4")	1000	SQYD		$ - 0
25	CCI	305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (4")(Install Only)	250	SQYD		$ - 0
26	CCI	305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (6")(Install Only)	250	SQYD		$ - 0
27	CCI	305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (8")(Install Only)	250	SQYD		$ - 0
28	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 3")	50	SQYD		$ - 0
29	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 4")	2500	SQYD		$ - 0
30	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 5")	50	SQYD		$ - 0
31	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 6")	2500	SQYD		$ - 0
32	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 7")	50	SQYD		$ - 0
33	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 8")	50	SQYD		$ - 0
34	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 9")	50	SQYD		$ - 0
35	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) (10")	50	SQYD		$ - 0
36	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 4")	2000	SQYD		$ - 0
37	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 5")	50	SQYD		$ - 0
38	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 6")	250	SQYD		$ - 0
39	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 7")	50	SQYD		$ - 0
40	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 8")	50	SQYD		$ - 0
41	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 9")	50	SQYD		$ - 0
42	CCI	307	Part V, Appendix A	GRANULAR BASE ( 3")	50	SQYD		$ - 0
43	CCI	307	Part V, Appendix A	GRANULAR BASE ( 4")	1000	SQYD		$ - 0
44	CCI	307	Part V, Appendix A	GRANULAR BASE ( 5")	50	SQYD		$ - 0
45	CCI	307	Part V, Appendix A	GRANULAR BASE ( 6")	500	SQYD		$ - 0
46	CCI	307	Part V, Appendix A	GRANULAR BASE ( 7")	50	SQYD		$ - 0
47	CCI	307	Part V, Appendix A	GRANULAR BASE ( 8")	50	SQYD		$ - 0
48	CCI	308	Part V, 5.2.4(3.2)	GEOSYNTHETIC REINFORCEMENT (FOR BASE)	1000	SQYD		$ - 0
49	CCI	501	Part V, Appendix B	CONCRETE PVMT ( 6" UNIFORM) (AE)	100	SQYD		$ - 0
50	CCI	501	Part V, Appendix B	CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)	50	SQYD		$ - 0
51	CCI	501	Part V, Appendix B	CONCRETE PVMT ( 9" UNIFORM) (AE)	50	SQYD		$ - 0
52	CCI	501	Part V, Appendix B	CONCRETE PVMT (12" UNIFORM) (AE) (NRDJ)	50	SQYD		$ - 0
53	CCI	501	Part V, Appendix B	CONCRETE PVMT (12" UNIFORM) (AE)	50	SQYD		$ - 0
54	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT ( 6" UNIFORM)(AE)	50	SQYD		$ - 0
55	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)	50	SQYD		$ - 0
56	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(NRDJ)	50	SQYD		$ - 0
57	CCI	501	Part V, Appendix B	CONCRETE CORE	10	EACH		$ - 0
58	CCI	501	Part V, Appendix B	QUALITY CONTROL TESTING (PCCP)	50	SQYD		$ - 0
59	CCI	502	Part V, Appendix A	CONCRETE PVMT ( 6" UNIFORM) (AE)	100	SQYD		$ - 0
60	CCI	502	Part V, Appendix A	CONCRETE PVMT ( 9" UNIFORM) (AE)	50	SQYD		$ - 0
61	CCI	502	Part V, Appendix A	CONCRETE PVMT (12" UNIFORM) (AE)	50	SQYD		$ - 0
62	CCI	602	Part V, Appendix B	ASPHALT CORE	10	EACH		$ - 0
63	MCAMI	602	Part V, Appendix B	EMULSIFIED ASPHALT	200000	SQYD		$ - 0
64	MCAMI	602	Part V, Appendix B	HMA BASE (SR-12.5A) (PG 70-28)	5000	TON		$ - 0
65	MCAMI	602	Part V, Appendix B	HMA SURFACE (SR-12.5A) (PG 70-28)	5000	TON		$ - 0
66	CCI	602	Part V, Appendix B	QUALITY CONTROL TESTING (HMA)	5000	TON		$ - 0
67	CCI	608	Part V, Appendix A	MANIPULATION (CHIP SEALS)	100	SQYD		$ - 0
68	CCI	609	Part V, Appendix A	MANIPULATION (S.A.S.T.)	10	SQYD		$ - 0
69	CCI	610	Part V, Appendix A	MANIPULATION (D.A.S.T.)	10	SQYD		$ - 0
70	MCAMI	611	Part V, Appendix A	HMA Commercial Grade (Class A)	19129	TON		$ - 0
71	MCAMI	611	Part V, Appendix A	HMA Commercial Grade (Class A)(Patching)	200	TON		$ - 0
72	CCI	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (2")(Transport to Camp Funston)	7500	SQYD		$ - 0
73	CCI	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (3")(Transport to Camp Funston)	5000	SQYD		$ - 0
74	CCI	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (4")(Transport to Camp Funston)	2500	SQYD		$ - 0
75	MCAMI	614	Part V, 5.2.4(3.2)	HMA-RCI (PG 70-28 RCI)	1000	TON		$ - 0
76	MCAMI	615	Part V, 5.2.4(3.2)	SAW AND SEAL JOINT (HMA)	100	LNFT		$ - 0
77	CCI	703	Part V, 5.2.4(3.2)	CORE HOLE (INVESTIGATIVE)	25	LNFT		$ - 0
78	CCI	710	Part V, Appendix A	CONCRETE (GRADE 4.0)	25	CUYD		$ - 0
79	CCI	710	Part V, Appendix A	CONCRETE (GRADE 3.0) (AE)	50	CUYD		$ - 0
80	CCI	710	Part V, 5.2.4(3.2)	BRIDGE DECK GROOVING	50	SQYD		$ - 0
81	CCI	711	Part V, Appendix A	REINFORCING STEEL (GRADE 60)	2500	LBS.		$ - 0
82	CCI	711	Part V, Appendix A	REINFORCING STEEL (GRADE 60) (EPOXY)	2500	LBS.		$ - 0
83	CCI	711	Part V, Appendix A	REINFORCING STEEL (REPAIR)(GRADE 60) (EPOXY)	100	LBS.		$ - 0
84	CCI	711	Part V, Appendix A	REINFORCING STEEL (REPAIR)(GRADE 60)	100	LBS.		$ - 0
85	CCI	717	Part V, Appendix A	PORTLAND CEMENT CONCRETE OVERLAY (1.5")	10	SQYD		$ - 0
86	CCI	717	Part V, Appendix A	PORTLAND CEMENT CONCRETE OVERLAY (1.75")	10	SQYD		$ - 0
87	CCI	717	Part V, Appendix A	PORTLAND CEMENT CONCRETE OVERLAY (2.0")	10	SQYD		$ - 0
88	CCI	719	Part V, 5.2.4(3.2)	EXPANSION JOINT (MEMBRANE SEALANT)	25	LNFT		$ - 0
89	CCI	719	Part V, 5.2.4(3.2)	EXPANSION JOINT (STRIP SEAL ASSEMBLY)	15	LNFT		$ - 0
90	CCI	721	Part V, 5.2.4(3.2)	HANDRAIL (METAL) (3'- 6")	25	LNFT		$ - 0
91	CCI	723	Part V, 5.2.4(3.2)	SUBSTRUCTURE WATERPROOFING MEMBRANE	10	SQYD		$ - 0
92	CCI	724	Part V, 5.2.4(3.2)	BRIDGE BACKWALL PROTECTION SYSTEM	10	SQYD		$ - 0
93	CCI	725	Part V, 5.2.4(3.2)	ABUTMENT STRIP DRAIN	10	SQYD		$ - 0
94	CCI	726	Part V, 5.2.4(3.2)	CONCRETE MASONRY COATING	10	SQYD		$ - 0
95	CCI	728	Part V, 5.2.4(3.2)	BRIDGE CURB REPAIR	25	LNFT		$ - 0
96	CCI	729	Part V, Appendix A	MULTI-LAYER POLYMER CONCRETE OVERLAY	50	SQYD		$ - 0
97	CCI	730	Part V, 5.2.4(3.2)	EPOXY RESIN CRACK REPAIR	50	LNFT		$ - 0
98	CCI	731	Part V, 5.2.4(3.2)	AREA PREPARED FOR PATCHING	10	SQYD		$ - 0
99	CCI	731	Part V, 5.2.4(3.2)	AREA PREPARED FOR PATCHING (FULL DEPTH)	10	SQYD		$ - 0
100	CCI	731	Part V, 5.2.4(3.2)	AREA PREPARED FOR PATCHING (POURED WITH OVERLAY)	10	SQYD		$ - 0
101	CCI	731	Part V, 5.2.4(3.2)	PARTIAL DEPTH SAW CUTS (Depth 3" or less)	50	LNFT		$ - 0
102	CCI	731	Part V, 5.2.4(3.2)	FULL DEPTH SAW CUTS (Depth 4" to 9")	50	LNFT		$ - 0
103	CCI	731	Part V, 5.2.4(3.2)	FULL DEPTH SAW CUTS (Depth 10" to 18")	50	LNFT		$ - 0
104	CCI	732	Part V, 5.2.4(3.2)	MACHINE PREPARATION (1.5")	10	SQYD		$ - 0
105	CCI	732	Part V, 5.2.4(3.2)	MACHINE PREPARATION (1.75")	10	SQYD		$ - 0
106	CCI	732	Part V, 5.2.4(3.2)	MACHINE PREPARATION (2.0")	10	SQYD		$ - 0
107	CCI	739	Part V, Appendix A	SLURRY POLYMER CONCRETE OVERLAY (1.5")	10	SQYD		$ - 0
108	CCI	739	Part V, Appendix A	SLURRY POLYMER CONCRETE OVERLAY (1.75")	10	SQYD		$ - 0
109	CCI	739	Part V, Appendix A	SLURRY POLYMER CONCRETE OVERLAY (2.0")	10	SQYD		$ - 0
110	CCI	739	Part V, 5.2.4(3.2)	PARTIAL DEPTH SAW CUTS (Depth 3" or less)	50	LNFT		$ - 0
111	CCI	739	Part V, 5.2.4(3.2)	FULL DEPTH SAW CUTS (Depth 4" to 9")	50	LNFT		$ - 0
112	CCI	740	Part V, Appendix A	SINGLE-LAYER POLYMER CONCRETE OVERLAY	10	SQYD		$ - 0
113	CCI	800	Part V, 5.2.4(3.2)	POLYURETHANE (MUDJACKING)(KDOT Std. Spec. Sp. 15-PS0005R)	25	LBS		$ - 0
114	CCI	800	Part V, 5.2.4(3.2)	SIMULATED STONE MASONRY STAIN	25	SQYD		$ - 0
115	CCI	802	Std. Spec 802	BENCHMARK MONUMENT (CONCRETE CYLINDER)	1	EACH		$ - 0
116	CCI	802	Std. Spec 802	CONCTRACTOR CONSTRUCTION STAKING (GENERAL, Std. Spec. 802.3c(2))	2500	SQYD		$ - 0
117	CCI	802	Std. Spec 802	CONCTRACTOR CONSTRUCTION STAKING (BRIDGE, Std. Spec. 802.3c(3))	50	SQYD		$ - 0
118	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup Per Figure)(KDOT Std. Sht. TE704)	2	EACH		$ - 0
119	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup Per Figure)(KDOT Std. Sht. TE705)	2	EACH		$ - 0
120	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE720)	1	EACH		$ - 0
121	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE724)	1	EACH		$ - 0
122	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE730)	1	EACH		$ - 0
123	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE731)	1	EACH		$ - 0
124	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE732)	1	EACH		$ - 0
125	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE733 & 734)	1	EACH		$ - 0
126	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE736)	1	EACH		$ - 0
127	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE737)	1	EACH		$ - 0
128	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE744)	1	EACH		$ - 0
129	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE746)	1	EACH		$ - 0
130	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE748)	1	EACH		$ - 0
131	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup)(Attachment Airfield Traffic Control)	1	EACH		$ - 0
132	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (BLACK) ( 6")	500	LNFT		$ - 0
133	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 4")	1000	LNFT		$ - 0
134	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 6")	1000	LNFT		$ - 0
135	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 8")	250	LNFT		$ - 0
136	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) (12")	250	LNFT		$ - 0
137	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) (24")	50	LNFT		$ - 0
138	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 4")	20000	LNFT		$ - 0
139	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 6")	250	LNFT		$ - 0
140	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 8")	250	LNFT		$ - 0
141	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) (12")	250	LNFT		$ - 0
142	CCI	806	Std. Spec 806	PVMT MARKING Airfield (FS TT-P-1952) (BLACK) (6")	250	LNFT		$ - 0
143	CCI	806	Std. Spec 806	PVMT MARKING Airfield (FS TT-P-1952) (BLACK) (36")	250	LNFT		$ - 0
144	CCI	806	Std. Spec 806	PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (3")	250	LNFT		$ - 0
145	CCI	806	Std. Spec 806	PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (6")	250	LNFT		$ - 0
146	CCI	806	Std. Spec 806	PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (12")	250	LNFT		$ - 0
147	CCI	806	Std. Spec 806	PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (16")	250	LNFT		$ - 0
148	CCI	806	Std. Spec 806	PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (36")	250	LNFT		$ - 0
149	CCI	806	Std. Spec 806	PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (40")	250	LNFT		$ - 0
150	CCI	806	Std. Spec 806	PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (48")	250	LNFT		$ - 0
151	CCI	806	Std. Spec 806	PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (60")	250	LNFT		$ - 0
152	CCI	806	Std. Spec 806	PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (69")	250	LNFT		$ - 0
153	CCI	806	Std. Spec 806	PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (120")	250	LNFT		$ - 0
154	CCI	806	Std. Spec 806	PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (240")	250	LNFT		$ - 0
155	CCI	806	Std. Spec 806	PVMT MARKING Airfield (FS TT-P-1952)(YELLOW) (6")	250	LNFT		$ - 0
156	CCI	806	Std. Spec 806	PVMT MARKING Airfield (FS TT-P-1952)(YELLOW) (12")	250	LNFT		$ - 0
157	CCI	806	Std. Spec 806	PVMT MARKING Airfield (FS TT-P-1952)(YELLOW) (36")	250	LNFT		$ - 0
158	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (AHEAD)	1	EACH		$ - 0
159	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (BICYCLE)	3	EACH		$ - 0
160	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (EXIT)	1	EACH		$ - 0
161	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (HANDICAP)	3	EACH		$ - 0
162	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LEFT ARROW)	3	EACH		$ - 0
163	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LT & RT)	3	EACH		$ - 0
164	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (ONLY)	3	EACH		$ - 0
165	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT ARROW)	3	EACH		$ - 0
166	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT-LT-THRU)	3	EACH		$ - 0
167	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SCHOOL)	1	EACH		$ - 0
168	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SHARROW)	3	EACH		$ - 0
169	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (STOP)	3	EACH		$ - 0
170	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (THRU ARROW)	3	EACH		$ - 0
171	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (U-TURN)	1	EACH		$ - 0
172	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (X-ING)	3	EACH		$ - 0
173	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (YIELD)	1	EACH		$ - 0
174	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) THRU-LT ARROW	1	EACH		$ - 0
175	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) THRU-RT ARROW	1	EACH		$ - 0
176	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE)(RAILROAD XING)	1	EACH		$ - 0
177	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE)(WHITE)MERGE LEFT ARROW	1	EACH		$ - 0
178	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE)(WHITE)MERGE RIGHT ARROW	1	EACH		$ - 0
179	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (BLACK) ( 6")	100	LNFT		$ - 0
180	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) ( 4")	7500	LNFT		$ - 0
181	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) ( 8")	1000	LNFT		$ - 0
182	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) ( 6")	250	LNFT		$ - 0
183	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) (12")	250	LNFT		$ - 0
184	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) (24")	250	LNFT		$ - 0
185	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (YELLOW) ( 4")	7500	LNFT		$ - 0
186	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (YELLOW) ( 6")	250	LNFT		$ - 0
187	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (YELLOW) (8")	250	LNFT		$ - 0
188	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (YELLOW) (12")	250	LNFT		$ - 0
189	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (AHEAD)	1	EACH		$ - 0
190	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (BICYCLE)	1	EACH		$ - 0
191	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (EXIT)	1	EACH		$ - 0
192	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (HANDICAP)	1	EACH		$ - 0
193	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (LEFT ARROW)	1	EACH		$ - 0
194	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (LT & RT)	1	EACH		$ - 0
195	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (ONLY)	1	EACH		$ - 0
196	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (RT ARROW)	1	EACH		$ - 0
197	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (RT-LT-THRU)	1	EACH		$ - 0
198	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (SCHOOL)	1	EACH		$ - 0
199	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (SHARROW)	1	EACH		$ - 0
200	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (STOP)	1	EACH		$ - 0
201	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (THRU ARROW)	1	EACH		$ - 0
202	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (U-TURN)	1	EACH		$ - 0
203	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (X-ING)	1	EACH		$ - 0
204	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (YIELD)	1	EACH		$ - 0
205	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (THRU-LT ARROW)	1	EACH		$ - 0
206	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (THRU-RT ARROW)	1	EACH		$ - 0
207	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (RAILROAD XING)	1	EACH		$ - 0
208	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT)(WHITE) (MERGE LEFT ARROW)	1	LNFT		$ - 0
209	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT)(WHITE) (MERGE RIGHT ARROW)	1	LNFT		$ - 0
210	CCI	808	Part V, 5.2.4(3.2)	PVMT MARKING REMOVAL	1000	LNFT		$ - 0
211	CCI	809	Part V, 5.2.4(3.2)	CONCRETE SAFETY BARRIER (TYPE IV)	50	LNFT		$ - 0
212	CCI	812	Part V, 5.2.4(3.2)	SIGN (FLAT SHEET) (HIGH PERFORMANCE)	250	SQFT		$ - 0
213	CCI	812	Part V, 5.2.4(3.2)	SIGN (OVERLAY) (HIGH PERFORMANCE)	250	SQFT		$ - 0
214	CCI	812	Part V, 5.2.4(3.2)	SIGN (REINFORCED PANEL) (HIGH PERFORMANCE)	250	SQFT		$ - 0
215	CCI	812	Part V, 5.2.4(3.2)	SIGN POST (1-3/4" PERFORATED SQUARE STEEL TUBE)	250	LNFT		$ - 0
216	CCI	812	Part V, 5.2.4(3.2)	SIGN POST (2" PERFORATED SQUARE STEEL TUBE)	250	LNFT		$ - 0
217	CCI	812	Part V, 5.2.4(3.2)	SIGN POST (2-1/2" PERFORATED SQUARE STEEL TUBE)	50	LNFT		$ - 0
218	CCI	812	Part V, 5.2.4(3.2)	SIGN POST (2-1/4" PERFORATED SQUARE STEEL TUBE)	50	LNFT		$ - 0
219	CCI	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 1-3/4" PERFORATED SQUARE STEEL TUBE)	25	EACH		$ - 0
220	CCI	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 2" PERFORATED SQUARE STEEL TUBE)	25	EACH		$ - 0
221	CCI	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 2-1/2" PERFORATED SQUARE STEEL TUBE)	5	EACH		$ - 0
222	CCI	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 2-1/4" PERFORATED SQUARE STEEL TUBE)	5	EACH		$ - 0
223	CCI	812	Part V, 5.2.4(3.2)	SIGN (REMOVE AND RESET)	5	EACH		$ - 0
224	CCI	814	Part V, 5.2.4(3.2)	LOOP DETECTOR REPLACEMENT	50	LNFT		$ - 0
225	CCI	814	Part V, 5.2.4(3.2)	LIGHTING SYSTEM (KDOT Std. Sht. TE201)	1	EACH		$ - 0
226	CCI	815	Part V, Appendix A	INLET (GUTTER) (H=3.25')(KDOT Std. RD634)	1	EACH		$ - 0
227	CCI	815	Part V, Appendix A	INLET (MANHOLE) (SPECIAL)(5.5'x4.5'x5')(KDOT Std. RD648)	1	EACH		$ - 0
228	CCI	815	Part V, Appendix A	INLET (TYPE 22 CURB)(5'x5'x6')(KDOT Std. RD 646)	1	EACH		$ - 0
229	CCI	815	Part V, Appendix A	INLET (TYPE I DITCH)(KDOT Std. RD631)	1	EACH		$ - 0
230	CCI	815	Part V, Appendix A	INLET (TYPE II DITCH)(KDOT Std. RD631)	1	EACH		$ - 0
231	CCI	815	Part V, Appendix A	MANHOLE (TYPE II)(D=6')(H=6.5')(KDOT Std. RD 629)	1	EACH		$ - 0
232	CCI	816	Part V, 5.2.4(3.2)	ADJUSTMENT OF METER BOX (WATER)	1	EACH		$ - 0
233	CCI	816	Part V, 5.2.4(3.2)	ADJUSTMENT OF VALVE BOX (GAS)	1	EACH		$ - 0
234	CCI	816	Part V, 5.2.4(3.2)	ADJUSTMENT OF VALVE BOX (WATER)	1	EACH		$ - 0
235	CCI	816	Part V, Appendix A	ADJUSTMENT OF CATCH BASINS	1	EACH		$ - 0
236	CCI	816	Part V, Appendix A	ADJUSTMENT OF CURB INLETS	1	EACH		$ - 0
237	CCI	816	Part V, Appendix A	ADJUSTMENT OF MANHOLES	1	EACH		$ - 0
238	CCI	816	Part V, 5.2.4(3.2)	Structural Steel	125	LBS		$ - 0
239	CCI	816	Part V, 5.2.4(3.2)	Cast Iron	32	LBS		$ - 0
240	CCI	816	Part V, 5.2.4(3.2)	Cast Steel	76	LBS		$ - 0
241	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 12") (CSP)	20	LNFT		$ - 0
242	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 12") (RCP)	20	LNFT		$ - 0
243	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 15") (CSP)	20	LNFT		$ - 0
244	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 15") (RCP)	20	LNFT		$ - 0
245	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 18") (CSP)	20	LNFT		$ - 0
246	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 18") (RCP)	20	LNFT		$ - 0
247	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 24") (CSP)	20	LNFT		$ - 0
248	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 24") (RCP)	100	LNFT		$ - 0
249	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 30") (CSP)	20	LNFT		$ - 0
250	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 30") (RCP)	50	LNFT		$ - 0
251	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 36") (CSP)	20	LNFT		$ - 0
252	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 36") (RCP)	20	LNFT		$ - 0
253	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 42") (CSP)	20	LNFT		$ - 0
254	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 42") (RCP)	20	LNFT		$ - 0
255	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 48") (CSP)	20	LNFT		$ - 0
256	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 48") (RCP)	20	LNFT		$ - 0
257	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 54") (CSP)	20	LNFT		$ - 0
258	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 54") (RCP)	20	LNFT		$ - 0
259	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 60") (CSP)	20	LNFT		$ - 0
260	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 60") (RCP)	20	LNFT		$ - 0
261	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 72") (CSP)	20	LNFT		$ - 0
262	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 72") (RCP)	20	LNFT		$ - 0
263	CCI	817	Part V, Appendix A	END SECTION ( 12") (CS)	2	EACH		$ - 0
264	CCI	817	Part V, Appendix A	END SECTION ( 12") (RC)	2	EACH		$ - 0
265	CCI	817	Part V, Appendix A	END SECTION ( 15") (CS)	1	EACH		$ - 0
266	CCI	817	Part V, Appendix A	END SECTION ( 15") (RC)	1	EACH		$ - 0
267	CCI	817	Part V, Appendix A	END SECTION ( 18") (CS)	1	EACH		$ - 0
268	CCI	817	Part V, Appendix A	END SECTION ( 18") (RC)	1	EACH		$ - 0
269	CCI	817	Part V, Appendix A	END SECTION ( 24") (CS)	1	EACH		$ - 0
270	CCI	817	Part V, Appendix A	END SECTION ( 24") (RC)	2	EACH		$ - 0
271	CCI	817	Part V, Appendix A	END SECTION ( 30") (CS)	1	EACH		$ - 0
272	CCI	817	Part V, Appendix A	END SECTION ( 30") (RC)	1	EACH		$ - 0
273	CCI	817	Part V, Appendix A	END SECTION ( 36") (CS)	1	EACH		$ - 0
274	CCI	817	Part V, Appendix A	END SECTION ( 36") (RC)	1	EACH		$ - 0
275	CCI	817	Part V, Appendix A	END SECTION ( 42") (CS)	1	EACH		$ - 0
276	CCI	817	Part V, Appendix A	END SECTION ( 42") (RC)	1	EACH		$ - 0
277	CCI	817	Part V, Appendix A	END SECTION ( 48") (CS)	1	EACH		$ - 0
278	CCI	817	Part V, Appendix A	END SECTION ( 48") (RC)	1	EACH		$ - 0
279	CCI	817	Part V, Appendix A	END SECTION ( 54") (CS)	1	EACH		$ - 0
280	CCI	817	Part V, Appendix A	END SECTION ( 54") (RC)	1	EACH		$ - 0
281	CCI	817	Part V, Appendix A	END SECTION ( 60") (RC)	1	EACH		$ - 0
282	CCI	817	Part V, Appendix A	END SECTION ( 72") (RC)	1	EACH		$ - 0
283	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 12") (RCP)	15	LNFT		$ - 0
284	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 12") (CSP)	15	LNFT		$ - 0
285	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 15") (RCP)	15	LNFT		$ - 0
286	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 15") (CSP)	15	LNFT		$ - 0
287	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 18") (RCP)	15	LNFT		$ - 0
288	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 18") (CSP)	15	LNFT		$ - 0
289	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 24") (RCP)	15	LNFT		$ - 0
290	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 24") (CSP)	15	LNFT		$ - 0
291	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 30") (RCP)	15	LNFT		$ - 0
292	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 30") (CSP)	15	LNFT		$ - 0
293	CCI	817	Part V, Appendix A	EROSION PIPE ( 12") (CSP)	15	LNFT		$ - 0
294	CCI	817	Part V, Appendix A	EROSION PIPE ( 15") (CSP)	15	LNFT		$ - 0
295	CCI	817	Part V, Appendix A	EROSION PIPE ( 18") (CSP)	15	LNFT		$ - 0
296	CCI	817	Part V, Appendix A	EROSION PIPE ( 24") (CSP)	15	LNFT		$ - 0
297	CCI	817	Part V, Appendix A	EROSION PIPE ( 36") (CSP)	15	LNFT		$ - 0
298	CCI	817	Part V, Appendix A	LINER PIPE (12")(KDOT Std. Spec. SP. 15-PS0007)	25	LNFT		$ - 0
299	CCI	817	Part V, Appendix A	LINER PIPE (15")(KDOT Std. Spec. SP. 15-PS0007)	25	LNFT		$ - 0
300	CCI	817	Part V, Appendix A	LINER PIPE (18")(KDOT Std. Spec. SP. 15-PS0007)	25	LNFT		$ - 0
301	CCI	817	Part V, Appendix A	LINER PIPE (24")(KDOT Std. Spec. SP. 15-PS0007)	25	LNFT		$ - 0
302	CCI	817	Part V, Appendix A	LINER PIPE (30")(KDOT Std. Spec. SP. 15-PS0007)	25	LNFT		$ - 0
303	CCI	817	Part V, Appendix A	LINER PIPE (36")(KDOT Std. Spec. SP. 15-PS0007)	25	LNFT		$ - 0
304	CCI	817	Part V, Appendix A	LINER PIPE (42")(KDOT Std. Spec. SP. 15-PS0007)	25	LNFT		$ - 0
305	CCI	817	Part V, Appendix A	LINER PIPE (48")(KDOT Std. Spec. SP. 15-PS0007)	25	LNFT		$ - 0
306	CCI	817	Part V, Appendix A	LINER PIPE (54")(KDOT Std. Spec. SP. 15-PS0007)	25	LNFT		$ - 0
307	CCI	817	Part V, Appendix A	LINER PIPE (60")(KDOT Std. Spec. SP. 15-PS0007)	25	LNFT		$ - 0
308	CCI	817	Part V, Appendix A	STORM SEWER ( 12") (RCP)	20	LNFT		$ - 0
309	CCI	817	Part V, Appendix A	STORM SEWER ( 15") (RCP)	20	LNFT		$ - 0
310	CCI	817	Part V, Appendix A	STORM SEWER ( 18") (RCP)	20	LNFT		$ - 0
311	CCI	817	Part V, Appendix A	STORM SEWER ( 24") (RCP)	20	LNFT		$ - 0
312	CCI	817	Part V, Appendix A	STORM SEWER ( 30") (RCP)	20	LNFT		$ - 0
313	CCI	817	Part V, Appendix A	STORM SEWER ( 36") (RCP)	20	LNFT		$ - 0
314	CCI	817	Part V, Appendix A	STORM SEWER ( 42") (RCP)	20	LNFT		$ - 0
315	CCI	817	Part V, Appendix A	STORM SEWER ( 48") (RCP)	20	LNFT		$ - 0
316	CCI	817	Part V, Appendix A	STORM SEWER ( 54") (RCP)	20	LNFT		$ - 0
317	CCI	817	Part V, Appendix A	STORM SEWER ( 60") (RCP)	20	LNFT		$ - 0
318	CCI	819	Part V, 5.2.4(3.2)	CROSS ROAD PIPE ( 18") (RCP) (BORED, JACKED OR TUNNELED)	25	LNFT		$ - 0
319	CCI	819	Part V, 5.2.4(3.2)	CROSS ROAD PIPE ( 24") (RCP) (BORED, JACKED OR TUNNELED)	25	LNFT		$ - 0
320	CCI	819	Part V, 5.2.4(3.2)	CROSS ROAD PIPE ( 36") (RCP) (BORED, JACKED OR TUNNELED)	25	LNFT		$ - 0
321	CCI	819	Part V, 5.2.4(3.2)	CROSS ROAD PIPE ( 42") (RCP) (BORED, JACKED OR TUNNELED)	26	LNFT		$ - 0
322	CCI	820	Part V, 5.2.4(3.2)	FLUME INLET (CONCRETE)	1	EACH		$ - 0
323	CCI	820	Part V, 5.2.4(3.2)	SLOPE DRAIN (CONCRETE)	25	LNFT		$ - 0
324	CCI	822	Part V, Appendix A	4" PIPE UNDERDRAINS (H)	25	LNFT		$ - 0
325	CCI	822	Part V, Appendix A	4" PIPE UNDERDRAINS (K)	25	LNFT		$ - 0
326	CCI	824	Part V, Appendix A	SIDEWALK CONSTRUCTION ( 4") (AE)	50	SQYD		$ - 0
327	CCI	824	Part V, Appendix A	SIDEWALK CONSTRUCTION ( 6") (AE)	50	SQYD		$ - 0
328	CCI	824	Part V, Appendix A	SIDEWALK RAMP	3	SQYD		$ - 0
329	CCI	824	Part V, Appendix A	SIDEWALK RAMP (DETECTABLE WARNING)	3	SQYD		$ - 0
330	CCI	825	Part V, Appendix A	CURB AND GUTTER, COMBINED (AE)	100	LNFT		$ - 0
331	CCI	825	Part V, Appendix A	CURB AND GUTTER, COMBINED (AE)(Attachment Historical Type A)	100	LNFT		$ - 0
332	CCI	825	Part V, Appendix A	CURB AND GUTTER, COMBINED (AE)(Attachment Historical Type B)	100	LNFT		$ - 0
333	CCI	825	Part V, Appendix A	CURB AND GUTTER, COMBINED (AE)(Attachment Historical Type C)	100	LNFT		$ - 0
334	CCI	826	Part V, Appendix A	CONCRETE SURFACE REPAIR	50	SQFT		$ - 0
335	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL END TERMINAL (MGS-SKT)	1	EACH		$ - 0
336	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL END TERMINAL (MGS-SRT)	1	EACH		$ - 0
337	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL END TERMINAL (SKT)	1	EACH		$ - 0
338	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL END TERMINAL (SRT)	1	EACH		$ - 0
339	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL POSTS	5	EACH		$ - 0
340	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL, REMOVAL OF STEEL PLATE	100	LNFT		$ - 0
341	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL, STEEL PLATE	50	LNFT		$ - 0
342	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL, STEEL PLATE (MGS)	50	LNFT		$ - 0
343	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL, THRIE BEAM (KDOT Std. Sht. RD613)	13	LNFT		$ - 0
344	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL, THRIE BEAM (MGS) (KDOT Std. Sht. RD613a)	13	LNFT		$ - 0
345	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL, TIMBER (Attachment Timber Guardrail)	50	LNFT		$ - 0
346	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL, TIMBER BURIED ANCHOR (Attachment Timber Guardrail)	2	EACH		$ - 0
347	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL, TIMBER to W-BEAM Transition (Attachment Timber Guardrail)	2	EACH		$ - 0
348	CCI	828	Part V, 5.2.4(3.2)	Gate (FE6-84-Slide-RA-16) (USACE Std. Sht.)	1	EACH		$ - 0
349	CCI	828	Part V, 5.2.4(3.2)	Gate (FE6-84-DO-RA-24) (USACE Std. 872-90-09)	1	EACH		$ - 0
350	CCI	828	Part V, 5.2.4(3.2)	Gate (FE6-84-SO-RA-5) (USACE Std.872-90-09)	1	EACH		$ - 0
351	CCI	828	Part V, 5.2.4(3.2)	Fence (Type FE6-TR-84) (USACE Std. 872-92-03)	100	LNFT		$ - 0
352	CCI	828	Part V, 5.2.4(3.2)	Fence Removal -(Remove Chain Link Fencing & Gate)	100	LNFT		$ - 0
353	CCI	830	Part V, Appendix A	BEDDING FOR SLOPE PROTECTION	25	CUYD		$ - 0
354	CCI	830	Part V, Appendix A	GEOTEXTILE FABRIC	500	SQYD		$ - 0
355	CCI	830	Part V, Appendix A	SLOPE PROTECTION (RIPRAP STONE)	50	CUYD		$ - 0
356	CCI	830	Part V, Appendix A	SLOPE PROTECTION (SHOT ROCK)	50	CUYD		$ - 0
357	CCI	831	Part V, Appendix A	CONCRETE BACKSLOPE DITCH LINING	50	SQYD		$ - 0
358	CCI	831	Part V, Appendix A	CONCRETE DITCH LINING	50	SQYD		$ - 0
359	MCAMI	833	Part V, Appendix A	ASPHALT PAVEMENT PATCHING OF PCCP	50	TON		$ - 0
360	CCI	833	Part V, 5.2.4(3.2)	PARTIAL DEPTH SAW CUTS (Depth 3" or Less)	50	LNFT		$ - 0
361	CCI	833	Part V, 5.2.4(3.2)	FULL DEPTH SAW CUTS (Depth 4" to 9")	50	LNFT		$ - 0
362	CCI	833	Part V, 5.2.4(3.2)	FULL DEPTH SAW CUTS (Depth 10" to 18")	50	LNFT		$ - 0
363	CCI	833	Part V, Appendix A	PCCP EDGE JOINT PATCHING (FULL DEPTH)	25	SQYD		$ - 0
364	CCI	833	Part V, Appendix A	PCCP EDGE JOINT PATCHING (FULL DEPTH)(Airfield)	25	SQYD		$ - 0
365	CCI	833	Part V, Appendix A	PCCP EDGE JOINT PATCHING (PARTIAL DEPTH)	25	SQYD		$ - 0
366	CCI	833	Part V, Appendix A	PCCP EDGE JOINT PATCHING (PARTIAL DEPTH)(Airfield)	25	SQYD		$ - 0
367	CCI	833	Part V, Appendix A	PCCP JOINT AND CRACK PATCHING (FULL DEPTH)	25	SQYD		$ - 0
368	CCI	833	Part V, Appendix A	PCCP JOINT AND CRACK PATCHING (FULL DEPTH)(9")(Airfield)	25	SQYD		$ - 0
369	CCI	833	Part V, Appendix A	PCCP JOINT AND CRACK PATCHING (PARTIAL DEPTH)	25	SQYD		$ - 0
370	CCI	833	Part V, Appendix A	PCCP JOINT AND CRACK PATCHING (PARTIAL DEPTH)(Airfield)	25	SQYD		$ - 0
371	CCI	833	Part V, Appendix A	PCCP PATCHING (FULL DEPTH) ( 6") (SOUND)	25	SQYD		$ - 0
372	CCI	833	Part V, Appendix A	PCCP PATCHING (FULL DEPTH) ( 9") (SOUND)(Airfield)	25	SQYD		$ - 0
373	CCI	833	Part V, Appendix A	PCCP PATCHING (FULL DEPTH) ( 9") (SOUND)	25	SQYD		$ - 0
374	CCI	833	Part V, Appendix A	PCCP PATCHING (FULL DEPTH) (12") (SOUND)	25	SQYD		$ - 0
375	MCAMI	835	Part V, 5.2.4(3.2)	SEALING ASPHALT CRACKS (>1/2" <2.0")	2500	LNFT		$ - 0
376	MCAMI	835	Part V, 5.2.4(3.2)	SEALING ASPHALT CRACKS (>1/8" <=1/2")	2500	LNFT		$ - 0
377	MCAMI	835	Part V, 5.2.4(3.2)	SEALING LONGITUDINAL ASPHALT SHOULDER JOINT	2500	LNFT		$ - 0
378	MCAMI	835	Part V, 5.2.4(3.2)	SEALING PCCP CRACKS (>1/8" <2.0")	1000	LNFT		$ - 0
379	MCAMI	835	Part V, 5.2.4(3.2)	SEALING PCCP JOINTS (LONGITUDINAL)	2500	LNFT		$ - 0
380	MCAMI	835	Part V, 5.2.4(3.2)	SEALING PCCP JOINTS (TRANSVERSE)	1500	LNFT		$ - 0
381	CCI	835	Part V, 5.2.4(3.2)	SEALING SPALLED PCCP JOINTS & CRACKS (>2.0" <=3.0")	150	LNFT		$ - 0
382	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
383	CCI	837	Part V, 5.2.4(3.2)	Pavement Edge Wedge (RAP 100%)(Install Only)	2500	TON		$ - 0
384	CCI	837	Part V, 5.2.4(3.2)	Pavement Edge Wedge (Rock)	500	TON		$ - 0
385	CCI	838	Part V, 5.2.4(3.2)	GRINDING CONCRETE SURFACE	25	SQYD		$ - 0
386	MCAMI	840	Part V, 5.2.4(3.2)	Temporary Surfacing Material (HMA)	100	TON		$ - 0
387	CCI	842	Part V, 5.2.4(3.2)	DRILLING AND GROUTING	125	EACH		$ - 0
388	CCI	843	Part V, 5.2.4(3.2)	FLOWABLE FILL (HIGH STRENGTH)	25	CUYD		$ - 0
389	CCI	843	Part V, 5.2.4(3.2)	FLOWABLE FILL (LOW STRENGTH)	25	CUYD		$ - 0
390	CCI	845	Part V, 5.2.4(3.2)	CCTV Pipe Inspection (24" or Less)(Section 33 01 30.16)	5000	LNFT		$ - 0
391	CCI	845	Part V, 5.2.4(3.2)	CCTV Pipe Inspection (36" or Greater)(Section 33 01 30.16)	5000	LNFT		$ - 0
392	CCI	849	Part V, 5.2.4(3.2)	GEOMEMBRANE	250	SQYD		$ - 0
393	CCI	850	Part V, 5.2.4(3.2)	SEPARATION GEOTEXTILE	250	SQYD		$ - 0
394	CCI	851	Part V, 5.2.4(3.2)	PAVEMENT WATERPROOFING MEMBRANE	50	SQYD		$ - 0
395	CCI	852	Part V, 5.2.4(3.2)	PAVING FABRIC	2500	SQYD		$ - 0
396	CCI	853	Part V, 5.2.4(3.2)	RETAINING WALL (MBW)	50	SQFT		$ - 0
397	CCI	853	Part V, 5.2.4(3.2)	RETAINING WALL (Attachment Historical Wall Detail)(H=5' to 8')	50	SQFT		$ - 0
398	CCI	853	Part V, 5.2.4(3.2)	RETAINING WALL (Attachment Historical Wall Detail)(H=9' to 12')	50	SQFT		$ - 0
399	CCI	853	Part V, 5.2.4(3.2)	RETAINING WALL (Attachment Historical Wall Detail)(H=13' to 16')	50	SQFT		$ - 0
400	CCI	854	Part V, 5.2.4(3.2)	LANDSCAPE RETAINING WALL	50	SQFT		$ - 0
401	CCI	855	Part V, 5.2.4(3.2)	PAVING BRICK	50	SQYD		$ - 0
402	CCI	856	Part V, 5.2.4(3.2)	CONCRETE PARKING BLOCK	25	EACH		$ - 0
403	CCI	858	Part V, 5.2.4(3.2)	BRIDGE APPROACH SLAB FOOTING	25	CUYD		$ - 0
404	CCI	901	KDHE Permit	Erosion Control KDHE Stormwater Permit for Task Orders > 1 Acre Site	1	EACH		$ - 0
405	CCI	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 1) (TYPE C)	100	SQYD		$ - 0
406	CCI	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 1) (TYPE D)	100	SQYD		$ - 0
407	CCI	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 2) (TYPE E)	100	SQYD		$ - 0
408	CCI	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 2) (TYPE F)	100	SQYD		$ - 0
409	CCI	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 2) (TYPE G)	50	SQYD		$ - 0
410	CCI	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 2) (TYPE H)	50	SQYD		$ - 0
411	CCI	902	Part V, 5.2.4(3.2)	GEOTEXTILE (EROSION CONTROL)	50	SQYD		$ - 0
412	CCI	902	Part V, 5.2.4(3.2)	SILT FENCE	1000	LNFT		$ - 0
413	CCI	902	Part V, 5.2.4(3.2)	SOIL EROSION MIX (Attachment KDOT Dist. 2 Mix)	100	SQYD		$ - 0
414	CCI	902	Part V, 5.2.4(3.2)	TEMPORARY BERM	3	LNFT		$ - 0
415	CCI	902	Part V, 5.2.4(3.2)	TEMPORARY DITCH CHECK (BIODEGRADABLE LOG) (20")	3	LNFT		$ - 0
416	CCI	902	Part V, 5.2.4(3.2)	TEMPORARY INLET SEDIMENT BARRIER	1	EACH		$ - 0
417	CCI	902	Part V, 5.2.4(3.2)	TEMPORARY FERTILIZER (16-20-0)	100	LBS		$ - 0
418	CCI	902	Part V, 5.2.4(3.2)	Temporary Seed (Attachment KDOT Dist. 2 Mix)	25	SQYD		$ - 0
419	CCI	902	Part V, 5.2.4(3.2)	MULCHING (Temporary)(Mulch 2 tons/Acre)	2500	TON		$ - 0
420	CCI	905	Part V, 5.2.4(3.2)	MULCHING (TACKING SLURRY) (Temporary)(Tack 900 lbs/Acre)	1800	LBS		$ - 0
421	CCI	913	Part V, Appendix A	Water System -Relocate Fire Hydrant & Valve up to 20-ft distance	1	EACH		$ - 0
422	CCI	1108	Part V, Appendix A	COVER MATERIAL (CM-L-2)	250	CUYD		$ - 0
423	CCI	1108	Part V, Appendix A	COVER MATERIAL (CM-A)	250	CUYD		$ - 0
424	MCAMI	1203	Part V, Appendix A	EMULSIFIED ASPHALT (CRS-1HP) (SEAL)	100	TON		$ - 0

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

SEEDING (CLIN 0002)
Line No.	EPA	KDOT Spec.	Verification or Acceptance Tests	Long Description	Ordered Quantity	Unit	Unit Price	Ordered Cost
424	CCI	904	Part V, 5.2.4(3.2)	Seed (Urban Mix)(Attachment KDOT Dist. 2 Mix)	10000	SQYD		$ - 0
425	CCI	904	Part V, 5.2.4(3.2)	Seed (SHLDR)(Attachment KDOT Dist. 2 Mix)	10000	SQYD		$ - 0
426	CCI	904	Part V, 5.2.4(3.2)	Seed (Other)(Attachment KDOT Dist. 2 Mix)	10000	SQYD		$ - 0
427	CCI	903	Part V, 5.2.4(3.2)	FERTILIZER (13-13-13)	100	LBS		$ - 0
428	CCI	903	Part V, 5.2.4(3.2)	FERTILIZER (16-20-0)	100	LBS		$ - 0
429	CCI	905	Part V, 5.2.4(3.2)	MULCHING (HYDRO)	2500	SQYD		$ - 0
430	CCI	905	Part V, 5.2.4(3.2)	MULCHING (PERMANENT)(2 Tons/ Acre)	20	TON		$ - 0
431	CCI	905	Part V, 5.2.4(3.2)	MULCHING (TACKING SLURRY)(Tack 900 lbs/Acre)	1900	LBS		$ - 0
432	CCI	906	Part V, 5.2.4(3.2)	SOD (BUFFALO GRASS AND BLUE GRAMA BLEND) (STRIPS)	50	SQYD		$ - 0
433	CCI	906	Part V, 5.2.4(3.2)	SOD (FESCUE) (STRIPS)	50	SQYD		$ - 0
434	CCI	906	Part V, 5.2.4(3.2)	TOPSOIL	100	CUYD		$ - 0
435	CCI	908	Part V, 5.2.4(3.2)	Deciduous Tree (Frontier hybrid elm) (1.25" to 2" Caliper)	25	EACH		$ - 0
436	CCI	908	Part V, 5.2.4(3.2)	Evergreen Tree (Canaert eastern redcedar)(less than 1.25" Caliper)	5	EACH		$ - 0

KDOT Spec and Material Verfication or 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

Economic Price Adjustment (EPA) Column

3) The EPA column is for the option year line item prices that will be determined by adjusting the base year pricing based on the percentage of change in the Engineering News Record's Construction Cost Index (CCI) and the Kansas Dept. of Transportation's Monthly Computed Asphalt Material Index (MCAMI). See Section H.12 for specific calculations.

OPTION YEAR CCI FACTOR:	1
OPTION YEAR MCAMI FACTOR:	1

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

Option Year 1

							Option Year 1 2019
FY18 ROADS CONTRACT TASK ORDER (CLIN 1001)
PROJECT TITLE:					Total Ordered Cost (CLIN 0001):			$ - 0
PROJECT NUMBER:					Bonding 0.5%(Estimated):			$ - 0
PROJECT DESCRIPTION:					Total Ordered Cost (CLIN 0002):			$ - 0
Total No. of TO Days:					Total Estimated Cost:			$ - 0
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	0.00	$ - 0
2	CCI	201	Part V, 5.2.4(3.2)	Clear & Grub -Trees up to 6" Diameter
1000	SQYD	0.00	$ - 0
3	CCI	202	Part V, 5.2.4(3.2)	REMOVAL OF EXISTING STRUCTURES (RCP, CMP, and End Sections)	25	LNFT	0.00	$ - 0
4	CCI	202	Part V, 5.2.4(3.2)	REMOVAL OF EXISTING STRUCTURES (RCB, Manholes, Area Inlets)	15	CUYD	0.00	$ - 0
5	CCI	202	Part V, 5.2.4(3.2)	REMOVAL OF EXISTING STRUCTURES (Bridge Superstructure)(Category B Demo)	10	CUYD	0.00	$ - 0
6	CCI	202	Part V, 5.2.4(3.2)	REMOVAL OF EXISTING STRUCTURES (Bridge Substructure)(Category B Demo)	10	CUYD	0.00	$ - 0
7	CCI	204	Part V, Appendix A	CLASS I EXCAVATION	25	CUYD	0.00	$ - 0
8	CCI	204	Part V, Appendix A	CLASS II EXCAVATION	25	CUYD	0.00	$ - 0
9	CCI	204	Part V, Appendix A	CLASS III EXCAVATION	25	CUYD	0.00	$ - 0
10	CCI	204	Part V, Appendix A	FOUNDATION STABILIZATION	25	CUYD	0.00	$ - 0
11	CCI	204	Part V, Appendix A	Concrete for Seal Course	25	CUYD	0.00	$ - 0
12	CCI	204	Part V, Appendix A	GRANULAR BACKFILL	5	CUYD	0.00	$ - 0
13	CCI	204	Part V, Appendix A	GRANULAR BACKFILL (WINGWALLS)	5	CUYD	0.00	$ - 0
14	CCI	205	Part V, Appendix A	COMMON EXCAVATION (RURAL SMALL)(VMF 0.8)	1500	CUYD	0.00	$ - 0
15	CCI	205	Part V, Appendix A	COMMON EXCAVATION (UNSUITABLE)	250	CUYD	0.00	$ - 0
16	CCI	205	Part V, 5.2.4(3.2)	COMMON EXCAVATION SAW CUTS (Depth 5" or less)	50	LNFT	0.00	$ - 0
17	CCI	205	Part V, Appendix A	COMPACTION OF EARTHWORK (TYPE AA) (MR-5-5)	1500	CUYD	0.00	$ - 0
18	CCI	205	Part V, Appendix A	COMPACTION OF EARTHWORK (TYPE A) (MR-90)	1500	CUYD	0.00	$ - 0
19	CCI	205	Part V, Appendix A	COMPACTION OF EARTHWORK (TYPE B) (MR-90)	1500	CUYD	0.00	$ - 0
20	CCI	205	Part V, Appendix A	EMBANKMENT	500	CUYD	0.00	$ - 0
21	CCI	205	Part V, 5.2.4(3.2)	ROCK EXCAVATION (VMF 1.0)	250	CUYD	0.00	$ - 0
22	CCI	205	Part V, 5.2.4(3.2)	ROCK EXCAVATION SAW CUTS (Depth 6" to 9")	50	LNFT	0.00	$ - 0
23	CCI	205	Part V, 5.2.4(3.2)	ROCK EXCAVATION SAW CUTS (Depth 10" to 18")	50	LNFT	0.00	$ - 0
24	CCI	300	Part V, Appendix A	DRAINABLE BASE (UNBOUND) ( 4")	1000	SQYD	0.00	$ - 0
25	CCI	305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (4")(Install Only)	250	SQYD	0.00	$ - 0
26	CCI	305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (6")(Install Only)	250	SQYD	0.00	$ - 0
27	CCI	305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (8")(Install Only)	250	SQYD	0.00	$ - 0
28	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 3")	50	SQYD	0.00	$ - 0
29	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 4")	2500	SQYD	0.00	$ - 0
30	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 5")	50	SQYD	0.00	$ - 0
31	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 6")	2500	SQYD	0.00	$ - 0
32	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 7")	50	SQYD	0.00	$ - 0
33	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 8")	50	SQYD	0.00	$ - 0
34	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 9")	50	SQYD	0.00	$ - 0
35	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) (10")	50	SQYD	0.00	$ - 0
36	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 4")	2000	SQYD	0.00	$ - 0
37	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 5")	50	SQYD	0.00	$ - 0
38	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 6")	250	SQYD	0.00	$ - 0
39	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 7")	50	SQYD	0.00	$ - 0
40	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 8")	50	SQYD	0.00	$ - 0
41	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 9")	50	SQYD	0.00	$ - 0
42	CCI	307	Part V, Appendix A	GRANULAR BASE ( 3")	50	SQYD	0.00	$ - 0
43	CCI	307	Part V, Appendix A	GRANULAR BASE ( 4")	1000	SQYD	0.00	$ - 0
44	CCI	307	Part V, Appendix A	GRANULAR BASE ( 5")	50	SQYD	0.00	$ - 0
45	CCI	307	Part V, Appendix A	GRANULAR BASE ( 6")	500	SQYD	0.00	$ - 0
46	CCI	307	Part V, Appendix A	GRANULAR BASE ( 7")	50	SQYD	0.00	$ - 0
47	CCI	307	Part V, Appendix A	GRANULAR BASE ( 8")	50	SQYD	0.00	$ - 0
48	CCI	308	Part V, 5.2.4(3.2)	GEOSYNTHETIC REINFORCEMENT (FOR BASE)	1000	SQYD	0.00	$ - 0
49	CCI	501	Part V, Appendix B	CONCRETE PVMT ( 6" UNIFORM) (AE)	100	SQYD	0.00	$ - 0
50	CCI	501	Part V, Appendix B	CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)	50	SQYD	0.00	$ - 0
51	CCI	501	Part V, Appendix B	CONCRETE PVMT ( 9" UNIFORM) (AE)	50	SQYD	0.00	$ - 0
52	CCI	501	Part V, Appendix B	CONCRETE PVMT (12" UNIFORM) (AE) (NRDJ)	50	SQYD	0.00	$ - 0
53	CCI	501	Part V, Appendix B	CONCRETE PVMT (12" UNIFORM) (AE)	50	SQYD	0.00	$ - 0
54	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT ( 6" UNIFORM)(AE)	50	SQYD	0.00	$ - 0
55	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)	50	SQYD	0.00	$ - 0
56	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(NRDJ)	50	SQYD	0.00	$ - 0
57	CCI	501	Part V, Appendix B	CONCRETE CORE	10	EACH	0.00	$ - 0
58	CCI	501	Part V, Appendix B	QUALITY CONTROL TESTING (PCCP)	50	SQYD	0.00	$ - 0
59	CCI	502	Part V, Appendix A	CONCRETE PVMT ( 6" UNIFORM) (AE)	100	SQYD	0.00	$ - 0
60	CCI	502	Part V, Appendix A	CONCRETE PVMT ( 9" UNIFORM) (AE)	50	SQYD	0.00	$ - 0
61	CCI	502	Part V, Appendix A	CONCRETE PVMT (12" UNIFORM) (AE)	50	SQYD	0.00	$ - 0
62	CCI	602	Part V, Appendix B	ASPHALT CORE	10	EACH	0.00	$ - 0
63	MCAMI	602	Part V, Appendix B	EMULSIFIED ASPHALT	200000	SQYD	0.00	$ - 0
64	MCAMI	602	Part V, Appendix B	HMA BASE (SR-12.5A) (PG 70-28)	5000	TON	0.00	$ - 0
65	MCAMI	602	Part V, Appendix B	HMA SURFACE (SR-12.5A) (PG 70-28)	5000	TON	0.00	$ - 0
66	CCI	602	Part V, Appendix B	QUALITY CONTROL TESTING (HMA)	5000	TON	0.00	$ - 0
67	CCI	608	Part V, Appendix A	MANIPULATION (CHIP SEALS)	100	SQYD	0.00	$ - 0
68	CCI	609	Part V, Appendix A	MANIPULATION (S.A.S.T.)	10	SQYD	0.00	$ - 0
69	CCI	610	Part V, Appendix A	MANIPULATION (D.A.S.T.)	10	SQYD	0.00	$ - 0
70	MCAMI	611	Part V, Appendix A	HMA Commercial Grade (Class A)	19129	TON	0.00	$ - 0
71	MCAMI	611	Part V, Appendix A	HMA Commercial Grade (Class A)(Patching)	200	TON	0.00	$ - 0
72	CCI	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (2")(Transport to Camp Funston)	7500	SQYD	0.00	$ - 0
73	CCI	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (3")(Transport to Camp Funston)	5000	SQYD	0.00	$ - 0
74	CCI	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (4")(Transport to Camp Funston)	2500	SQYD	0.00	$ - 0
75	MCAMI	614	Part V, 5.2.4(3.2)	HMA-RCI (PG 70-28 RCI)	1000	TON	0.00	$ - 0
76	MCAMI	615	Part V, 5.2.4(3.2)	SAW AND SEAL JOINT (HMA)	100	LNFT	0.00	$ - 0
77	CCI	703	Part V, 5.2.4(3.2)	CORE HOLE (INVESTIGATIVE)	25	LNFT	0.00	$ - 0
78	CCI	710	Part V, Appendix A	CONCRETE (GRADE 4.0)	25	CUYD	0.00	$ - 0
79	CCI	710	Part V, Appendix A	CONCRETE (GRADE 3.0) (AE)	50	CUYD	0.00	$ - 0
80	CCI	710	Part V, 5.2.4(3.2)	BRIDGE DECK GROOVING	50	SQYD	0.00	$ - 0
81	CCI	711	Part V, Appendix A	REINFORCING STEEL (GRADE 60)	2500	LBS.	0.00	$ - 0
82	CCI	711	Part V, Appendix A	REINFORCING STEEL (GRADE 60) (EPOXY)	2500	LBS.	0.00	$ - 0
83	CCI	711	Part V, Appendix A	REINFORCING STEEL (REPAIR)(GRADE 60) (EPOXY)	100	LBS.	0.00	$ - 0
84	CCI	711	Part V, Appendix A	REINFORCING STEEL (REPAIR)(GRADE 60)	100	LBS.	0.00	$ - 0
85	CCI	717	Part V, Appendix A	PORTLAND CEMENT CONCRETE OVERLAY (1.5")	10	SQYD	0.00	$ - 0
86	CCI	717	Part V, Appendix A	PORTLAND CEMENT CONCRETE OVERLAY (1.75")	10	SQYD	0.00	$ - 0
87	CCI	717	Part V, Appendix A	PORTLAND CEMENT CONCRETE OVERLAY (2.0")	10	SQYD	0.00	$ - 0
88	CCI	719	Part V, 5.2.4(3.2)	EXPANSION JOINT (MEMBRANE SEALANT)	25	LNFT	0.00	$ - 0
89	CCI	719	Part V, 5.2.4(3.2)	EXPANSION JOINT (STRIP SEAL ASSEMBLY)	15	LNFT	0.00	$ - 0
90	CCI	721	Part V, 5.2.4(3.2)	HANDRAIL (METAL) (3'- 6")	25	LNFT	0.00	$ - 0
91	CCI	723	Part V, 5.2.4(3.2)	SUBSTRUCTURE WATERPROOFING MEMBRANE	10	SQYD	0.00	$ - 0
92	CCI	724	Part V, 5.2.4(3.2)	BRIDGE BACKWALL PROTECTION SYSTEM	10	SQYD	0.00	$ - 0
93	CCI	725	Part V, 5.2.4(3.2)	ABUTMENT STRIP DRAIN	10	SQYD	0.00	$ - 0
94	CCI	726	Part V, 5.2.4(3.2)	CONCRETE MASONRY COATING	10	SQYD	0.00	$ - 0
95	CCI	728	Part V, 5.2.4(3.2)	BRIDGE CURB REPAIR	25	LNFT	0.00	$ - 0
96	CCI	729	Part V, Appendix A	MULTI-LAYER POLYMER CONCRETE OVERLAY	50	SQYD	0.00	$ - 0
97	CCI	730	Part V, 5.2.4(3.2)	EPOXY RESIN CRACK REPAIR	50	LNFT	0.00	$ - 0
98	CCI	731	Part V, 5.2.4(3.2)	AREA PREPARED FOR PATCHING	10	SQYD	0.00	$ - 0
99	CCI	731	Part V, 5.2.4(3.2)	AREA PREPARED FOR PATCHING (FULL DEPTH)	10	SQYD	0.00	$ - 0
100	CCI	731	Part V, 5.2.4(3.2)	AREA PREPARED FOR PATCHING (POURED WITH OVERLAY)	10	SQYD	0.00	$ - 0
101	CCI	731	Part V, 5.2.4(3.2)	PARTIAL DEPTH SAW CUTS (Depth 3" or less)	50	LNFT	0.00	$ - 0
102	CCI	731	Part V, 5.2.4(3.2)	FULL DEPTH SAW CUTS (Depth 4" to 9")	50	LNFT	0.00	$ - 0
103	CCI	731	Part V, 5.2.4(3.2)	FULL DEPTH SAW CUTS (Depth 10" to 18")	50	LNFT	0.00	$ - 0
104	CCI	732	Part V, 5.2.4(3.2)	MACHINE PREPARATION (1.5")	10	SQYD	0.00	$ - 0
105	CCI	732	Part V, 5.2.4(3.2)	MACHINE PREPARATION (1.75")	10	SQYD	0.00	$ - 0
106	CCI	732	Part V, 5.2.4(3.2)	MACHINE PREPARATION (2.0")	10	SQYD	0.00	$ - 0
107	CCI	739	Part V, Appendix A	SLURRY POLYMER CONCRETE OVERLAY (1.5")	10	SQYD	0.00	$ - 0
108	CCI	739	Part V, Appendix A	SLURRY POLYMER CONCRETE OVERLAY (1.75")	10	SQYD	0.00	$ - 0
109	CCI	739	Part V, Appendix A	SLURRY POLYMER CONCRETE OVERLAY (2.0")	10	SQYD	0.00	$ - 0
110	CCI	739	Part V, 5.2.4(3.2)	PARTIAL DEPTH SAW CUTS (Depth 3" or less)	50	LNFT	0.00	$ - 0
111	CCI	739	Part V, 5.2.4(3.2)	FULL DEPTH SAW CUTS (Depth 4" to 9")	50	LNFT	0.00	$ - 0
112	CCI	740	Part V, Appendix A	SINGLE-LAYER POLYMER CONCRETE OVERLAY	10	SQYD	0.00	$ - 0
113	CCI	800	Part V, 5.2.4(3.2)	POLYURETHANE (MUDJACKING)(KDOT Std. Spec. Sp. 15-PS0005R)	25	LBS	0.00	$ - 0
114	CCI	800	Part V, 5.2.4(3.2)	SIMULATED STONE MASONRY STAIN	25	SQYD	0.00	$ - 0
115	CCI	802	Std. Spec 802	BENCHMARK MONUMENT (CONCRETE CYLINDER)	1	EACH	0.00	$ - 0
116	CCI	802	Std. Spec 802	CONCTRACTOR CONSTRUCTION STAKING (GENERAL, Std. Spec. 802.3c(2))	2500	SQYD	0.00	$ - 0
117	CCI	802	Std. Spec 802	CONCTRACTOR CONSTRUCTION STAKING (BRIDGE, Std. Spec. 802.3c(3))	50	SQYD	0.00	$ - 0
118	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup Per Figure)(KDOT Std. Sht. TE704)	2	EACH	0.00	$ - 0
119	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup Per Figure)(KDOT Std. Sht. TE705)	2	EACH	0.00	$ - 0
120	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE720)	1	EACH	0.00	$ - 0
121	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE724)	1	EACH	0.00	$ - 0
122	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE730)	1	EACH	0.00	$ - 0
123	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE731)	1	EACH	0.00	$ - 0
124	CCI	805	Part V, 5.2.4(3.2)	TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE732)	1	EACH	0.00	$ - 0

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