Revised_W911RX-17-R-0007_Ft_Riley__Exhibit_A_through_E__Bid_form_REVISE....xlsx

XLSX spreadsheet 124 KB Posted Sep 27, 2017

Attached to: Ft Riley Road Maintenance Contract Solicitation
Solicitation number: W911RX-17-B-0009
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Riley

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Revised A through E Exhibit

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File	Type	Posted
Revised_SECTION_01_45_00_QUALITY_CONTROL_Revised_2017-09-18.docx	DOCX document	Sep 27, 2017
W911RX-17-B-0009-0001_Confirm_Copy_27_Sep_2017.pdf	PDF	Sep 27, 2017
Attachment_4_Borrow_Pits.pdf	PDF	Sep 27, 2017
Final_W911RX-17-B-0009-0001_Ft_Riley_Road_Maintenance_27_Sep_2017.pdf	PDF	Sep 27, 2017
Revised_SECTION_31_00_00_Earthwork_REVISED_2017-08-28.docx	DOCX document	Sep 27, 2017
Attachment_3_KDOT_Standard_TE_Drawings.pdf	PDF	Sep 27, 2017
W911RX-17-B-0009-0001_Ft_Riley_Road_Maintenance__SV_Q_and_A__26_SEP_2017.pdf	PDF	Sep 27, 2017
Final_W911RX-17-B-0009_Ft_Riley_Road_Maintenance__16_August_2017.pdf	PDF	Aug 17, 2017
Kansas_Wage_Determination_06_June_2017.pdf	PDF	Aug 17, 2017
Attachment_1_Construction_Staging_Area.pdf	PDF	Aug 17, 2017
SECTION_01_33_00_SUBMITTALS.docx	DOCX document	Aug 17, 2017
SECTION_01_55_26_TRAFFIC_CONTROL_AND_SAFETY.docx	DOCX document	Aug 17, 2017
SECTION_01_57_23_TEMPORARY_STORM_WATER_POLLUTION_CONTROL.docx	DOCX document	Aug 17, 2017
SECTION_02_41_00_DEMOLITION_AND_DECONSTRUCTION.docx	DOCX document	Aug 17, 2017
SECTION_32_31_13_CHAIN_LINK_SECURITY_FENCE.docx	DOCX document	Aug 17, 2017
SECTION_32_01_16_COLD_MILLING_OF_BITUMINOUS_PAVEMENTS.docx	DOCX document	Aug 17, 2017
W911RX-17-B-0009__Ft_Riley_Technical_Exhibit_A_through_E__Bid_form_10_August_2017.xlsx	XLSX spreadsheet	Aug 17, 2017
Attachment_2_Daily_Rate_of_Performance.xlsx	XLSX spreadsheet	Aug 17, 2017
SECTION_31_00_00_Earthwork.docx	DOCX document	Aug 17, 2017
SECTION_01_12_00_SPECIAL_REQUIREMENTS.docx	DOCX document	Aug 17, 2017
SECTION_01_45_00_QUALITY_CONTROL.docx	DOCX document	Aug 17, 2017

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TE A-Base Year

								Base Year 2017- 2018
TECHNICAL EXHIBIT A CONTRACT BID FORM
PROJECT TITLE:				Ft Riley Road Maintenance	Total Ordered Cost (CLIN 0001):			$ - 0
BASE YEAR					Coefficient for the Base Year
					Total Price for Base year			$ - 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
100	EACH		$ - 0
2	CCI	201	Part V, 5.2.4(3.2)	Clear & Grub -Trees up to 6" Diameter
2000	KSQFT		$ - 0
3	CCI	204	Part V, Appendix A	CLASS I EXCAVATION	50	CUYD		$ - 0
4	CCI	204	Part V, Appendix A	CLASS II EXCAVATION	50	CUYD		$ - 0
5	CCI	204	Part V, Appendix A	CLASS III EXCAVATION	50	CUYD		$ - 0
6	CCI	204	Part V, Appendix A	FOUNDATION STABILIZATION	50	CUYD		$ - 0
7	CCI	204	Part V, Appendix A	Concrete for Seal Course	50	CUYD		$ - 0
8	CCI	205	Part V, Appendix A	COMMON EXCAVATION (RURAL SMALL)	3000	CUYD		$ - 0
9	CCI	205	Part V, Appendix A	COMMON EXCAVATION (UNSUITABLE)	710	CUYD		$ - 0
10	CCI	205	Part V, Appendix A	COMPACTION OF EARTHWORK (TYPE AA) (MR-5-5)	3000	CUYD		$ - 0
11	CCI	205	Part V, Appendix A	COMPACTION OF EARTHWORK (TYPE B) (MR-90)	3000	CUYD		$ - 0
12	CCI	205	Part V, Appendix A	EMBANKMENT	1000	CUYD		$ - 0
13	CCI	205	Part V, 5.2.4(3.2)	ROCK EXCAVATION	500	CUYD		$ - 0
14	CCI	300	Part V, Appendix A	DRAINABLE BASE (UNBOUND) ( 4")	2000	SQYD		$ - 0
15	CCI	305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (4")(Install Only)	500	SQYD		$ - 0
16	CCI	305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (6")(Install Only)	500	SQYD		$ - 0
17	CCI	305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (8")(Install Only)	500	SQYD		$ - 0
18	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 2")	100	SQYD		$ - 0
19	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 3")	100	SQYD		$ - 0
20	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 4")	5000	SQYD		$ - 0
21	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 5")	100	SQYD		$ - 0
22	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 6")	5000	SQYD		$ - 0
23	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 7")	100	SQYD		$ - 0
24	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 8")	100	SQYD		$ - 0
25	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 9")	100	SQYD		$ - 0
26	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) (10")	100	SQYD		$ - 0
27	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 4")	4000	SQYD		$ - 0
28	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 5")	100	SQYD		$ - 0
29	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 6")	500	SQYD		$ - 0
30	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 7")	100	SQYD		$ - 0
31	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 8")	100	SQYD		$ - 0
32	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 9")	100	SQYD		$ - 0
33	CCI	307	Part V, Appendix A	GRANULAR BASE ( 2")	100	SQYD		$ - 0
34	CCI	307	Part V, Appendix A	GRANULAR BASE ( 3")	100	SQYD		$ - 0
35	CCI	307	Part V, Appendix A	GRANULAR BASE ( 4")	2000	SQYD		$ - 0
36	CCI	307	Part V, Appendix A	GRANULAR BASE ( 5")	100	SQYD		$ - 0
37	CCI	307	Part V, Appendix A	GRANULAR BASE ( 6")	1000	SQYD		$ - 0
38	CCI	307	Part V, Appendix A	GRANULAR BASE ( 7")	100	SQYD		$ - 0
39	CCI	307	Part V, Appendix A	GRANULAR BASE ( 8")	100	SQYD		$ - 0
40	CCI	308	Part V, 5.2.4(3.2)	GEOSYNTHETIC REINFORCEMENT (FOR BASE)	2000	SQYD		$ - 0
41	CCI	501	Part V, Appendix B	CONCRETE PVMT ( 6" UNIFORM) (AE) (PLAIN)	500	SQYD		$ - 0
42	CCI	501	Part V, Appendix B	CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)	500	SQYD		$ - 0
43	CCI	501	Part V, Appendix B	CONCRETE PVMT ( 9" UNIFORM) (AE) (PLAIN)	100	SQYD		$ - 0
44	CCI	501	Part V, Appendix B	CONCRETE PVMT (12" UNIFORM) (AE) (NRDJ)	100	SQYD		$ - 0
45	CCI	501	Part V, Appendix B	CONCRETE PVMT (12" UNIFORM) (AE) (PLAIN)	100	SQYD		$ - 0
46	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT ( 6" UNIFORM) (AE) (PLAIN)	100	SQYD		$ - 0
47	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)	100	SQYD		$ - 0
48	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (PLAIN)	100	SQYD		$ - 0
49	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(PLAIN)	100	SQYD		$ - 0
50	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(NRDJ)	100	SQYD		$ - 0
51	CCI	501	Part V, Appendix B	CONCRETE CORE (SET PRICE)	20	EACH		$ - 0
52	CCI	602	Part V, Appendix B	ASPHALT CORE (SET PRICE)	20	EACH		$ - 0
53	CMAMI	602	Part V, Appendix B	EMULSIFIED ASPHALT	400000	SQYD		$ - 0
54	CMAMI	602	Part V, Appendix B	HMA BASE (SR-12.5A) (PG 70-28)	1000	TON		$ - 0
55	CMAMI	602	Part V, Appendix B	HMA SURFACE (SR-12.5A) (PG 70-28)	1000	TON		$ - 0
56	CCI	608	Part V, Appendix A	MANIPULATION (CHIP SEALS)	200	SQYD		$ - 0
57	CCI	609	Part V, Appendix A	MANIPULATION (S.A.S.T.)	200	SQYD		$ - 0
58	CCI	610	Part V, Appendix A	MANIPULATION (D.A.S.T.)	200	SQYD		$ - 0
59	CMAMI	611	Part V, Appendix A	HMA Commercial Grade (Class A)	7619	TON		$ - 0
60	CMAMI	611	Part V, Appendix A	HMA Commercial Grade (Class A)(Patching)	2000	TON		$ - 0
61	CCI	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (2")(Transport to Camp Funston)	150000	SQYD		$ - 0
62	CCI	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (3")(Transport to Camp Funston)	10000	SQYD		$ - 0
63	CCI	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (4")(Transport to Camp Funston)	5000	SQYD		$ - 0
64	CCI	615	Part V, 5.2.4(3.2)	SAW AND SEAL JOINT (HMA)	1000	LNFT		$ - 0
65	CCI	703	Part V, 5.2.4(3.2)	CORE HOLE (INVESTIGATIVE)	50	LNFT		$ - 0
66	CCI	710	Part V, Appendix A	CONCRETE (GRADE 4.0)	100	CUYD		$ - 0
67	CCI	710	Part V, Appendix A	CONCRETE (GRADE 3.0) (AE)	100	CUYD		$ - 0
68	CCI	711	Part V, Appendix A	REINFORCING STEEL (GRADE 60)	15000	LBS.		$ - 0
69	CCI	711	Part V, Appendix A	REINFORCING STEEL (GRADE 60) (EPOXY COATED)	10000	LBS.		$ - 0
70	CCI	719	Part V, 5.2.4(3.2)	EXPANSION JOINT (MEMBRANE SEALANT)	50	LNFT		$ - 0
71	CCI	721	Part V, 5.2.4(3.2)	HANDRAIL (METAL) (3'- 6")	50	LNFT		$ - 0
72	CCI	730	Part V, 5.2.4(3.2)	EPOXY RESIN CRACK REPAIR	300	LNFT		$ - 0
73	CCI	740	Part V, Appendix A	SINGLE-LAYER POLYMER CONCRETE OVERLAY	1000	SQYD		$ - 0
74	CCI	800	Part V, 5.2.4(3.2)	POLYURETHANE (MUDJACKING)	100	LBS		$ - 0
75	CCI	800	Part V, 5.2.4(3.2)	SIMULATED STONE MASONRY STAIN	50	SQYD		$ - 0
76	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (BLACK) ( 6")	1000	LNFT		$ - 0
77	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 4")	15000	LNFT		$ - 0
78	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 6")	15000	LNFT		$ - 0
79	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 8")	500	LNFT		$ - 0
80	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) (12")	500	LNFT		$ - 0
81	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) (24")	500	LNFT		$ - 0
82	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 4")	15000	LNFT		$ - 0
83	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 6")	500	LNFT		$ - 0
84	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 8")	500	LNFT		$ - 0
85	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) (12")	500	LNFT		$ - 0
86	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (AHEAD)	1	EACH		$ - 0
87	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (BICYCLE)	10	EACH		$ - 0
88	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (EXIT)	1	EACH		$ - 0
89	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (HANDICAP)	6	EACH		$ - 0
90	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LEFT ARROW)	6	EACH		$ - 0
91	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LT & RT)	6	EACH		$ - 0
92	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (ONLY)	6	EACH		$ - 0
93	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT ARROW)	6	EACH		$ - 0
94	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT-LT-THRU)	6	EACH		$ - 0
95	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SCHOOL)	2	EACH		$ - 0
96	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SHARROW)	10	EACH		$ - 0
97	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (STOP)	6	EACH		$ - 0
98	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (THRU ARROW)	6	EACH		$ - 0
99	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (U-TURN)	1	EACH		$ - 0
100	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (X-ING)	6	EACH		$ - 0
101	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (YIELD)	1	EACH		$ - 0
102	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (THRU-LT ARROW)	2	EACH		$ - 0
103	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (THRU-RT ARROW)	2	EACH		$ - 0
104	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE)(RAILROAD XING)	2	EACH		$ - 0
105	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE)(WHITE) (MERGE LEFT ARROW)	2	EACH		$ - 0
106	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE)(WHITE) (MERGE RIGHT ARROW)	2	EACH		$ - 0
107	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (BLACK) ( 6")	1000	LNFT		$ - 0
108	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) ( 4")	15000	LNFT		$ - 0
109	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) ( 8")	15000	LNFT		$ - 0
110	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) ( 6")	500	LNFT		$ - 0
111	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) (12")	500	LNFT		$ - 0
112	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) (24")	500	LNFT		$ - 0
113	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (YELLOW) ( 4")	15000	LNFT		$ - 0
114	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (YELLOW) ( 6")	500	LNFT		$ - 0
115	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (YELLOW) (8")	500	LNFT		$ - 0
116	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (YELLOW) (12")	500	LNFT		$ - 0
117	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (AHEAD)	2	EACH		$ - 0
118	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (BICYCLE)	2	EACH		$ - 0
119	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (EXIT)	2	EACH		$ - 0
120	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (HANDICAP)	2	EACH		$ - 0
121	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (LEFT ARROW)	2	EACH		$ - 0
122	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (LT & RT)	2	EACH		$ - 0
123	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (ONLY)	2	EACH		$ - 0
124	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (RT ARROW)	2	EACH		$ - 0
125	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (RT-LT-THRU)	2	EACH		$ - 0
126	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (SCHOOL)	2	EACH		$ - 0
127	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (SHARROW)	2	EACH		$ - 0
128	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (STOP)	2	EACH		$ - 0
129	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (THRU ARROW)	2	EACH		$ - 0
130	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (U-TURN)	2	EACH		$ - 0
131	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (X-ING)	2	EACH		$ - 0
132	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (YIELD)	2	EACH		$ - 0
133	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (THRU-LT ARROW)	2	EACH		$ - 0
134	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (THRU-RT ARROW)	2	EACH		$ - 0
135	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (RAILROAD XING)	2	EACH		$ - 0
136	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT)(WHITE) (MERGE LEFT ARROW)	2	EACH		$ - 0
137	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT)(WHITE) (MERGE RIGHT ARROW)	2	EACH		$ - 0
138	CCI	808	Part V, 5.2.4(3.2)	PVMT MARKING REMOVAL	2000	LNFT		$ - 0
139	CCI	809	Part V, 5.2.4(3.2)	CONCRETE SAFETY BARRIER (TYPE IV)	100	LNFT		$ - 0
140	CCI	812	Part V, 5.2.4(3.2)	SIGN (FLAT SHEET) (HIGH PERFORMANCE)	500	SQFT		$ - 0
141	CCI	812	Part V, 5.2.4(3.2)	SIGN (OVERLAY) (HIGH PERFORMANCE)	500	SQFT		$ - 0
142	CCI	812	Part V, 5.2.4(3.2)	SIGN (REINFORCED PANEL) (HIGH PERFORMANCE)	500	SQFT		$ - 0
143	CCI	812	Part V, 5.2.4(3.2)	SIGN POST (1-3/4" PERFORATED SQUARE STEEL TUBE)	500	LNFT		$ - 0
144	CCI	812	Part V, 5.2.4(3.2)	SIGN POST (2" PERFORATED SQUARE STEEL TUBE)	500	LNFT		$ - 0
145	CCI	812	Part V, 5.2.4(3.2)	SIGN POST (2-1/2" PERFORATED SQUARE STEEL TUBE)	100	LNFT		$ - 0
146	CCI	812	Part V, 5.2.4(3.2)	SIGN POST (2-1/4" PERFORATED SQUARE STEEL TUBE)	100	LNFT		$ - 0
147	CCI	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 1-3/4" PERFORATED SQUARE STEEL TUBE)	50	EACH		$ - 0
148	CCI	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 2" PERFORATED SQUARE STEEL TUBE)	50	EACH		$ - 0
149	CCI	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 2-1/2" PERFORATED SQUARE STEEL TUBE)	10	EACH		$ - 0
150	CCI	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 2-1/4" PERFORATED SQUARE STEEL TUBE)	10	EACH		$ - 0
151	CCI	814	Part V, 5.2.4(3.2)	LOOP DETECTOR REPLACEMENT	100	LNFT		$ - 0
152	CCI	814	Part V, 5.2.4(3.2)	VIDEO DETECTION SYSTEM (4 Leg Intersection)	1	EACH		$ - 0
153	CCI	815	Part V, Appendix A	INLET (GUTTER) (H=3.25')(KDOT Std. RD634)	2	EACH		$ - 0
154	CCI	815	Part V, Appendix A	INLET (MANHOLE) (SPECIAL)(5.5'x5.5'x5.5')(KDOT Std. RD648)	1	EACH		$ - 0
155	CCI	815	Part V, Appendix A	INLET (TYPE 22 CURB)(5.5'x5.5'x5.5')(KDOT Std. RD 646)	1	EACH		$ - 0
156	CCI	815	Part V, Appendix A	INLET (TYPE I DITCH)(KDOT Std. RD631)	1	EACH		$ - 0
157	CCI	815	Part V, Appendix A	INLET (TYPE II DITCH)(KDOT Std. RD631)	1	EACH		$ - 0
158	CCI	815	Part V, Appendix A	MANHOLE (TYPE II)(D=6')(H=6.5')(KDOT Std. RD 629)	1	EACH		$ - 0
159	CCI	816	Part V, 5.2.4(3.2)	ADJUSTMENT OF METER BOX (WATER)	2	EACH		$ - 0
160	CCI	816	Part V, 5.2.4(3.2)	ADJUSTMENT OF VALVE BOX (GAS)	2	EACH		$ - 0
161	CCI	816	Part V, 5.2.4(3.2)	ADJUSTMENT OF VALVE BOX (WATER)	2	EACH		$ - 0
162	CCI	816	Part V, Appendix A	ADJUSTMENT OF CATCH BASINS	1	EACH		$ - 0
163	CCI	816	Part V, Appendix A	ADJUSTMENT OF CURB INLETS	1	EACH		$ - 0
164	CCI	816	Part V, Appendix A	ADJUSTMENT OF MANHOLES	1	EACH		$ - 0
165	CCI	816	Part V, 5.2.4(3.2)	Structural Steel	250	LBS		$ - 0
166	CCI	816	Part V, 5.2.4(3.2)	Cast Iron	64	LBS		$ - 0
167	CCI	816	Part V, 5.2.4(3.2)	Cast Steel	152	LBS		$ - 0
168	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 12") (CSP)	40	LNFT		$ - 0
169	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 12") (RCP)	40	LNFT		$ - 0
170	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 15") (CSP)	40	LNFT		$ - 0
171	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 15") (RCP)	40	LNFT		$ - 0
172	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 18") (CSP)	40	LNFT		$ - 0
173	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 18") (RCP)	40	LNFT		$ - 0
174	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 24") (CSP)	40	LNFT		$ - 0
175	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 24") (RCP)	200	LNFT		$ - 0
176	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 30") (CSP)	40	LNFT		$ - 0
177	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 30") (RCP)	100	LNFT		$ - 0
178	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 36") (CSP)	40	LNFT		$ - 0
179	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 36") (RCP)	40	LNFT		$ - 0
180	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 42") (CSP)	40	LNFT		$ - 0
181	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 42") (RCP)	40	LNFT		$ - 0
182	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 48") (CSP)	40	LNFT		$ - 0
183	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 48") (RCP)	40	LNFT		$ - 0
184	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 54") (CSP)	40	LNFT		$ - 0
185	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 54") (RCP)	40	LNFT		$ - 0
186	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 60") (CSP)	40	LNFT		$ - 0
187	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 60") (RCP)	40	LNFT		$ - 0
188	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 72") (CSP)	40	LNFT		$ - 0
189	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 72") (RCP)	40	LNFT		$ - 0
190	CCI	817	Part V, Appendix A	END SECTION ( 12") (CS)	4	EACH		$ - 0
191	CCI	817	Part V, Appendix A	END SECTION ( 12") (RC)	4	EACH		$ - 0
192	CCI	817	Part V, Appendix A	END SECTION ( 15") (CS)	1	EACH		$ - 0
193	CCI	817	Part V, Appendix A	END SECTION ( 15") (RC)	1	EACH		$ - 0
194	CCI	817	Part V, Appendix A	END SECTION ( 18") (CS)	1	EACH		$ - 0
195	CCI	817	Part V, Appendix A	END SECTION ( 18") (RC)	1	EACH		$ - 0
196	CCI	817	Part V, Appendix A	END SECTION ( 24") (CS)	2	EACH		$ - 0
197	CCI	817	Part V, Appendix A	END SECTION ( 24") (RC)	4	EACH		$ - 0
198	CCI	817	Part V, Appendix A	END SECTION ( 30") (CS)	2	EACH		$ - 0
199	CCI	817	Part V, Appendix A	END SECTION ( 30") (RC)	2	EACH		$ - 0
200	CCI	817	Part V, Appendix A	END SECTION ( 36") (CS)	2	EACH		$ - 0
201	CCI	817	Part V, Appendix A	END SECTION ( 36") (RC)	2	EACH		$ - 0
202	CCI	817	Part V, Appendix A	END SECTION ( 42") (CS)	2	EACH		$ - 0
203	CCI	817	Part V, Appendix A	END SECTION ( 42") (RC)	2	EACH		$ - 0
204	CCI	817	Part V, Appendix A	END SECTION ( 48") (CS)	2	EACH		$ - 0
205	CCI	817	Part V, Appendix A	END SECTION ( 48") (RC)	2	EACH		$ - 0
206	CCI	817	Part V, Appendix A	END SECTION ( 54") (CS)	2	EACH		$ - 0
207	CCI	817	Part V, Appendix A	END SECTION ( 54") (RC)	2	EACH		$ - 0
208	CCI	817	Part V, Appendix A	END SECTION ( 60") (RC)	2	EACH		$ - 0
209	CCI	817	Part V, Appendix A	END SECTION ( 72") (RC)	2	EACH		$ - 0
210	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 12") (RCP)	30	LNFT		$ - 0
211	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 12") (CSP)	30	LNFT		$ - 0
212	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 15") (RCP)	30	LNFT		$ - 0
213	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 15") (CSP)	30	LNFT		$ - 0
214	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 18") (RCP)	30	LNFT		$ - 0
215	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 18") (CSP)	30	LNFT		$ - 0
216	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 24") (RCP)	30	LNFT		$ - 0
217	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 24") (CSP)	30	LNFT		$ - 0
218	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 30") (RCP)	30	LNFT		$ - 0
219	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 30") (CSP)	30	LNFT		$ - 0
220	CCI	817	Part V, Appendix A	EROSION PIPE ( 12") (CSP)	30	LNFT		$ - 0
221	CCI	817	Part V, Appendix A	EROSION PIPE ( 15") (CSP)	30	LNFT		$ - 0
222	CCI	817	Part V, Appendix A	EROSION PIPE ( 18") (CSP)	30	LNFT		$ - 0
223	CCI	817	Part V, Appendix A	EROSION PIPE ( 24") (CSP)	30	LNFT		$ - 0
224	CCI	817	Part V, Appendix A	EROSION PIPE ( 36") (CSP)	30	LNFT		$ - 0
225	CCI	817	Part V, Appendix A	STORM SEWER ( 12") (RCP)	40	LNFT		$ - 0
226	CCI	817	Part V, Appendix A	STORM SEWER ( 15") (RCP)	40	LNFT		$ - 0
227	CCI	817	Part V, Appendix A	STORM SEWER ( 18") (RCP)	40	LNFT		$ - 0
228	CCI	817	Part V, Appendix A	STORM SEWER ( 24") (RCP)	40	LNFT		$ - 0
229	CCI	817	Part V, Appendix A	STORM SEWER ( 30") (RCP)	40	LNFT		$ - 0
230	CCI	817	Part V, Appendix A	STORM SEWER ( 36") (RCP)	40	LNFT		$ - 0
231	CCI	817	Part V, Appendix A	STORM SEWER ( 42") (RCP)	40	LNFT		$ - 0
232	CCI	817	Part V, Appendix A	STORM SEWER ( 48") (RCP)	40	LNFT		$ - 0
233	CCI	817	Part V, Appendix A	STORM SEWER ( 54") (RCP)	40	LNFT		$ - 0
234	CCI	817	Part V, Appendix A	STORM SEWER ( 60") (RCP)	40	LNFT		$ - 0
235	CCI	820	Part V, 5.2.4(3.2)	FLUME INLET (CONCRETE)	4	EACH		$ - 0
236	CCI	820	Part V, 5.2.4(3.2)	SLOPE DRAIN (CONCRETE)	50	LNFT		$ - 0
237	CCI	822	Part V, Appendix A	4" PIPE UNDERDRAINS (H)	200	LNFT		$ - 0
238	CCI	822	Part V, Appendix A	4" PIPE UNDERDRAINS (K)	100	LNFT		$ - 0
239	CCI	824	Part V, Appendix A	SIDEWALK CONSTRUCTION ( 4") (AE)	100	SQYD		$ - 0
240	CCI	824	Part V, Appendix A	SIDEWALK CONSTRUCTION ( 6") (AE)	100	SQYD		$ - 0
241	CCI	824	Part V, Appendix A	SIDEWALK RAMP	5	SQYD		$ - 0
242	CCI	824	Part V, Appendix A	SIDEWALK RAMP (DETECTABLE WARNING)	5	SQYD		$ - 0
243	CCI	825	Part V, Appendix A	CURB AND GUTTER, COMBINED (AE)	200	LNFT		$ - 0
244	CCI	826	Part V, Appendix A	CONCRETE SURFACE REPAIR	100	SQFT		$ - 0
245	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL END TERMINAL (MGS-SKT)	1	EACH		$ - 0
246	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL END TERMINAL (MGS-SRT)	1	EACH		$ - 0
247	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL END TERMINAL (SKT)	1	EACH		$ - 0
248	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL END TERMINAL (SRT)	1	EACH		$ - 0
249	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL POSTS	10	EACH		$ - 0
250	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL, REMOVAL OF STEEL PLATE	200	LNFT		$ - 0
251	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL, STEEL PLATE	200	LNFT		$ - 0
252	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL, STEEL PLATE (MGS)	100	LNFT		$ - 0
253	CCI	828	Part V, 5.2.4(3.2)	Gate (FE6-84-Slide-RA-16) (USACE Std. Sht.)	1	EACH		$ - 0
254	CCI	828	Part V, 5.2.4(3.2)	Gate (FE6-84-DO-RA-24) (USACE Std. 872-90-09)	1	EACH		$ - 0
255	CCI	828	Part V, 5.2.4(3.2)	Gate (FE6-84-SO-RA-5) (USACE Std.872-90-09)	1	EACH		$ - 0
256	CCI	828	Part V, 5.2.4(3.2)	Fence (Type FE6-TR-84) (USACE Std. 872-92-03)	1000	LNFT		$ - 0
257	CCI	828	Part V, 5.2.4(3.2)	Fence Removal -(Remove Chain Link Fencing & Gate)	500	LNFT		$ - 0
258	CCI	830	Part V, Appendix A	BEDDING FOR SLOPE PROTECTION	50	CUYD		$ - 0
259	CCI	830	Part V, Appendix A	GEOTEXTILE FABRIC	1000	SQYD		$ - 0
260	CCI	830	Part V, Appendix A	SLOPE PROTECTION (RIPRAP STONE)	200	CUYD		$ - 0
261	CCI	830	Part V, Appendix A	SLOPE PROTECTION (SHOT ROCK)	200	CUYD		$ - 0
262	CCI	831	Part V, Appendix A	CONCRETE BACKSLOPE DITCH LINING	200	SQYD		$ - 0
263	CCI	831	Part V, Appendix A	CONCRETE DITCH LINING	200	SQYD		$ - 0
264	CCI	833	Part V, 5.2.4(3.2)	ASPHALT PAVEMENT PATCHING OF PCCP	100	TON		$ - 0
265	CCI	833	Part V, 5.2.4(3.2)	EXTRA WORK SAW CUTS	100	LNFT		$ - 0
266	CCI	833	Part V, 5.2.4(3.2)	PCCP EDGE JOINT PATCHING (FULL DEPTH)	100	SQYD		$ - 0
267	CCI	833	Part V, 5.2.4(3.2)	PCCP EDGE JOINT PATCHING (PARTIAL DEPTH)	200	SQYD		$ - 0
268	CCI	833	Part V, 5.2.4(3.2)	PCCP JOINT AND CRACK PATCHING (FULL DEPTH)	100	SQYD		$ - 0
269	CCI	833	Part V, 5.2.4(3.2)	PCCP JOINT AND CRACK PATCHING (PARTIAL DEPTH)	200	SQYD		$ - 0
270	CCI	833	Part V, 5.2.4(3.2)	PCCP PATCHING (FULL DEPTH) ( 6") (SOUND)	100	SQYD		$ - 0
271	CCI	833	Part V, 5.2.4(3.2)	PCCP PATCHING (FULL DEPTH) ( 9") (SOUND)	200	SQYD		$ - 0
272	CCI	833	Part V, 5.2.4(3.2)	PCCP PATCHING (FULL DEPTH) (12") (SOUND)	200	SQYD		$ - 0
273	CCI	835	Part V, 5.2.4(3.2)	SEALING ASPHALT CRACKS (>1/2" <2.0")	10000	LNFT		$ - 0
274	CCI	835	Part V, 5.2.4(3.2)	SEALING ASPHALT CRACKS (>1/8" <=1/2")	10000	LNFT		$ - 0
275	CCI	835	Part V, 5.2.4(3.2)	SEALING LONGITUDINAL ASPHALT SHOULDER JOINT	15000	LNFT		$ - 0
276	CCI	835	Part V, 5.2.4(3.2)	SEALING PCCP CRACKS (>1/8" <2.0")	5000	LNFT		$ - 0
277	CCI	835	Part V, 5.2.4(3.2)	SEALING PCCP JOINTS (LONGITUDINAL)	10000	LNFT		$ - 0
278	CCI	835	Part V, 5.2.4(3.2)	SEALING PCCP JOINTS (TRANSVERSE)	3000	LNFT		$ - 0
279	CCI	835	Part V, 5.2.4(3.2)	SEALING SPALLED PCCP JOINTS & CRACKS (>2.0" <=3.0")	300	LNFT		$ - 0
280	CCI	835	Part V, 5.2.4(3.2)	SEALING SPALLED PCCP JOINTS & CRACKS TY A OR B(>2.0" <=3.0")	5000	LNFT		$ - 0
281	CCI	837	Part V, 5.2.4(3.2)	Pavement Edge Wedge (RAP 100%)(Install Only)	1000	TON		$ - 0
282	CCI	837	Part V, 5.2.4(3.2)	Pavement Edge Wedge (Rock)	2000	TON		$ - 0
283	CMAMI	840	Part V, 5.2.4(3.2)	Temporary Surfacing Material (HMA)	200	TON		$ - 0
284	CCI	842	Part V, 5.2.4(3.2)	DRILLING AND GROUTING	250	EACH		$ - 0
285	CCI	843	Part V, 5.2.4(3.2)	FLOWABLE FILL (HIGH STRENGTH)	50	CUYD		$ - 0
286	CCI	843	Part V, 5.2.4(3.2)	FLOWABLE FILL (LOW STRENGTH)	50	CUYD		$ - 0
287	CCI	849	Part V, 5.2.4(3.2)	GEOMEMBRANE	1000	SQYD		$ - 0
288	CCI	850	Part V, 5.2.4(3.2)	SEPARATION GEOTEXTILE	2000	SQYD		$ - 0
289	CCI	852	Part V, 5.2.4(3.2)	PAVING FABRIC	10000	SQYD		$ - 0
290	CCI	853	Part V, 5.2.4(3.2)	RETAINING WALL (MBW)	100	SQFT		$ - 0
291	CCI	854	Part V, 5.2.4(3.2)	LANDSCAPE RETAINING WALL	200	SQFT		$ - 0
292	CCI	855	Part V, 5.2.4(3.2)	PAVING BRICK	100	SQYD		$ - 0
293	CCI	856	Part V, 5.2.4(3.2)	CONCRETE PARKING BLOCK	100	EACH		$ - 0
294	CCI	901	KDHE Permit	Erosion Control KDHE Stormwater Permit for Task Orders > 1 Acre Site	1	EACH		$ - 0
295	CCI	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 1) (TYPE C)	200	SQYD		$ - 0
296	CCI	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 1) (TYPE D)	200	SQYD		$ - 0
297	CCI	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 2) (TYPE E)	200	SQYD		$ - 0
298	CCI	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 2) (TYPE F)	200	SQYD		$ - 0
299	CCI	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 2) (TYPE G)	100	SQYD		$ - 0
300	CCI	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 2) (TYPE H)	100	SQYD		$ - 0
301	CCI	902	Part V, 5.2.4(3.2)	GEOTEXTILE (EROSION CONTROL)	100	SQYD		$ - 0
302	CCI	902	Part V, 5.2.4(3.2)	SILT FENCE	2000	LNFT		$ - 0
303	CCI	902	Part V, 5.2.4(3.2)	TEMPORARY BERM (SET PRICE)	5	LNFT		$ - 0
304	CCI	902	Part V, 5.2.4(3.2)	TEMPORARY DITCH CHECK (BIODEGRADABLE LOG) (20")	5	LNFT		$ - 0
305	CCI	902	Part V, 5.2.4(3.2)	TEMPORARY INLET SEDIMENT BARRIER	2	EACH		$ - 0
306	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)	100	KSQFT		$ - 0
307	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)	100	KSQFT		$ - 0
308	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)	50	KSQFT		$ - 0
309	CCI	905	Part V, 5.2.4(3.2)	MULCHING (HYDRO)	5000	SQYD		$ - 0
310	CCI	906	Part V, 5.2.4(3.2)	SOD (BUFFALO GRASS AND BLUE GRAMA BLEND) (STRIPS)	1000	SQYD		$ - 0
311	CCI	906	Part V, 5.2.4(3.2)	SOD (FESCUE) (STRIPS)	1000	SQYD		$ - 0
312	CCI	906	Part V, 5.2.4(3.2)	TOPSOIL	200	CUYD		$ - 0
313	CCI	908	Part V, 5.2.4(3.2)	Deciduous Tree (1.25" to 2" Caliper)	50	EACH		$ - 0
314	CCI	908	Part V, 5.2.4(3.2)	Evergreen Tree (less than 1.25" Caliper)	10	EACH		$ - 0
315	CCI	913	Part V, 5.2.4(3.2)	Water System -Relocate Fire Hydrant & Valve up to 20-ft distance	1	EACH		$ - 0
316	CCI	1108	Part V, Appendix A	COVER MATERIAL (CM-L-2)	500	CUYD		$ - 0
317	CCI	1108	Part V, Appendix A	COVER MATERIAL (CM-A)	500	CUYD		$ - 0
318	CMAMI	1204	Part V, Appendix A	CUTBACK ASPHALT (Type and Grade from KDOT PQL)(SEAL)	200	TON		$ - 0
319	CMAMI	1204	Part V, Appendix A	CUTBACK ASPHALT (Type and Grade from KDOT PQL)(PRIME)	200	TON		$ - 0
320	CMAMI	1203	Part V, Appendix A	EMULSIFIED ASPHALT (Type and Grade from KDOT PQL) (SEAL)	200	TON		$ - 0
321	CMAMI	1203	Part V, Appendix A	EMULSIFIED ASPHALT (Type and Grade from KDOT PQL)(PRIME)	200	TON		$ - 0
322	CMAMI	1206	Part V, Appendix A	ASPHALT CEMENT (Type and Grade from KDOT PQL)(SEAL)	200	TON		$ - 0
323	CMAMI	1206	Part V, Appendix A	ASPHALT CEMENT (Type and Grade from KDOT PQL)(PRIME)	200	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

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. NPI Line items will not be used in price evaluation.

TE B-Option Year 1

								Option Year (1) 2018 - 2019
TECHNICAL EXHIBIT A CONTRACT BID FORM
PROJECT TITLE:				Ft Riley Road Maintenance	Total Ordered Cost (CLIN 1001):			$ - 0
OPTION YEAR 1					Coefficient for the Option Year 1
					Total Price for Option Year 1			$ - 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
100	EACH		$ - 0
2	CCI	201	Part V, 5.2.4(3.2)	Clear & Grub -Trees up to 6" Diameter
2000	KSQFT		$ - 0
3	CCI	204	Part V, Appendix A	CLASS I EXCAVATION	50	CUYD		$ - 0
4	CCI	204	Part V, Appendix A	CLASS II EXCAVATION	50	CUYD		$ - 0
5	CCI	204	Part V, Appendix A	CLASS III EXCAVATION	50	CUYD		$ - 0
6	CCI	204	Part V, Appendix A	FOUNDATION STABILIZATION	50	CUYD		$ - 0
7	CCI	204	Part V, Appendix A	Concrete for Seal Course	50	CUYD		$ - 0
8	CCI	205	Part V, Appendix A	COMMON EXCAVATION (RURAL SMALL)	3000	CUYD		$ - 0
9	CCI	205	Part V, Appendix A	COMMON EXCAVATION (UNSUITABLE)	710	CUYD		$ - 0
10	CCI	205	Part V, Appendix A	COMPACTION OF EARTHWORK (TYPE AA) (MR-5-5)	3000	CUYD		$ - 0
11	CCI	205	Part V, Appendix A	COMPACTION OF EARTHWORK (TYPE B) (MR-90)	3000	CUYD		$ - 0
12	CCI	205	Part V, Appendix A	EMBANKMENT	1000	CUYD		$ - 0
13	CCI	205	Part V, 5.2.4(3.2)	ROCK EXCAVATION	500	CUYD		$ - 0
14	CCI	300	Part V, Appendix A	DRAINABLE BASE (UNBOUND) ( 4")	2000	SQYD		$ - 0
15	CCI	305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (4")(Install Only)	500	SQYD		$ - 0
16	CCI	305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (6")(Install Only)	500	SQYD		$ - 0
17	CCI	305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (8")(Install Only)	500	SQYD		$ - 0
18	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 2")	100	SQYD		$ - 0
19	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 3")	100	SQYD		$ - 0
20	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 4")	5000	SQYD		$ - 0
21	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 5")	100	SQYD		$ - 0
22	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 6")	5000	SQYD		$ - 0
23	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 7")	100	SQYD		$ - 0
24	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 8")	100	SQYD		$ - 0
25	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 9")	100	SQYD		$ - 0
26	CCI	305	Part V, Appendix A	AGGREGATE BASE (AB-3) (10")	100	SQYD		$ - 0
27	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 4")	4000	SQYD		$ - 0
28	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 5")	100	SQYD		$ - 0
29	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 6")	500	SQYD		$ - 0
30	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 7")	100	SQYD		$ - 0
31	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 8")	100	SQYD		$ - 0
32	CCI	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 9")	100	SQYD		$ - 0
33	CCI	307	Part V, Appendix A	GRANULAR BASE ( 2")	100	SQYD		$ - 0
34	CCI	307	Part V, Appendix A	GRANULAR BASE ( 3")	100	SQYD		$ - 0
35	CCI	307	Part V, Appendix A	GRANULAR BASE ( 4")	2000	SQYD		$ - 0
36	CCI	307	Part V, Appendix A	GRANULAR BASE ( 5")	100	SQYD		$ - 0
37	CCI	307	Part V, Appendix A	GRANULAR BASE ( 6")	1000	SQYD		$ - 0
38	CCI	307	Part V, Appendix A	GRANULAR BASE ( 7")	100	SQYD		$ - 0
39	CCI	307	Part V, Appendix A	GRANULAR BASE ( 8")	100	SQYD		$ - 0
40	CCI	308	Part V, 5.2.4(3.2)	GEOSYNTHETIC REINFORCEMENT (FOR BASE)	2000	SQYD		$ - 0
41	CCI	501	Part V, Appendix B	CONCRETE PVMT ( 6" UNIFORM) (AE) (PLAIN)	500	SQYD		$ - 0
42	CCI	501	Part V, Appendix B	CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)	500	SQYD		$ - 0
43	CCI	501	Part V, Appendix B	CONCRETE PVMT ( 9" UNIFORM) (AE) (PLAIN)	100	SQYD		$ - 0
44	CCI	501	Part V, Appendix B	CONCRETE PVMT (12" UNIFORM) (AE) (NRDJ)	100	SQYD		$ - 0
45	CCI	501	Part V, Appendix B	CONCRETE PVMT (12" UNIFORM) (AE) (PLAIN)	100	SQYD		$ - 0
46	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT ( 6" UNIFORM) (AE) (PLAIN)	100	SQYD		$ - 0
47	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)	100	SQYD		$ - 0
48	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (PLAIN)	100	SQYD		$ - 0
49	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(PLAIN)	100	SQYD		$ - 0
50	CCI	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(NRDJ)	100	SQYD		$ - 0
51	CCI	501	Part V, Appendix B	CONCRETE CORE (SET PRICE)	20	EACH		$ - 0
52	CCI	602	Part V, Appendix B	ASPHALT CORE (SET PRICE)	20	EACH		$ - 0
53	CMAMI	602	Part V, Appendix B	EMULSIFIED ASPHALT	400000	SQYD		$ - 0
54	CMAMI	602	Part V, Appendix B	HMA BASE (SR-12.5A) (PG 70-28)	1000	TON		$ - 0
55	CMAMI	602	Part V, Appendix B	HMA SURFACE (SR-12.5A) (PG 70-28)	1000	TON		$ - 0
56	CCI	608	Part V, Appendix A	MANIPULATION (CHIP SEALS)	200	SQYD		$ - 0
57	CCI	609	Part V, Appendix A	MANIPULATION (S.A.S.T.)	200	SQYD		$ - 0
58	CCI	610	Part V, Appendix A	MANIPULATION (D.A.S.T.)	200	SQYD		$ - 0
59	CMAMI	611	Part V, Appendix A	HMA Commercial Grade (Class A)	7619	TON		$ - 0
60	CMAMI	611	Part V, Appendix A	HMA Commercial Grade (Class A)(Patching)	2000	TON		$ - 0
61	CCI	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (2")(Transport to Camp Funston)	150000	SQYD		$ - 0
62	CCI	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (3")(Transport to Camp Funston)	10000	SQYD		$ - 0
63	CCI	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (4")(Transport to Camp Funston)	5000	SQYD		$ - 0
64	CMAMI	615	Part V, 5.2.4(3.2)	SAW AND SEAL JOINT (HMA)	1000	LNFT		$ - 0
65	CCI	703	Part V, 5.2.4(3.2)	CORE HOLE (INVESTIGATIVE)	50	LNFT		$ - 0
66	CCI	710	Part V, Appendix A	CONCRETE (GRADE 4.0)	100	CUYD		$ - 0
67	CCI	710	Part V, Appendix A	CONCRETE (GRADE 3.0) (AE)	100	CUYD		$ - 0
68	CCI	711	Part V, Appendix A	REINFORCING STEEL (GRADE 60)	15000	LBS.		$ - 0
69	CCI	711	Part V, Appendix A	REINFORCING STEEL (GRADE 60) (EPOXY COATED)	10000	LBS.		$ - 0
70	CCI	719	Part V, 5.2.4(3.2)	EXPANSION JOINT (MEMBRANE SEALANT)	50	LNFT		$ - 0
71	CCI	721	Part V, 5.2.4(3.2)	HANDRAIL (METAL) (3'- 6")	50	LNFT		$ - 0
72	CCI	730	Part V, 5.2.4(3.2)	EPOXY RESIN CRACK REPAIR	300	LNFT		$ - 0
73	CCI	740	Part V, Appendix A	SINGLE-LAYER POLYMER CONCRETE OVERLAY	1000	SQYD		$ - 0
74	CCI	800	Part V, 5.2.4(3.2)	POLYURETHANE (MUDJACKING)	100	LBS		$ - 0
75	CCI	800	Part V, 5.2.4(3.2)	SIMULATED STONE MASONRY STAIN	50	SQYD		$ - 0
76	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (BLACK) ( 6")	1000	LNFT		$ - 0
77	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 4")	15000	LNFT		$ - 0
78	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 6")	15000	LNFT		$ - 0
79	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 8")	500	LNFT		$ - 0
80	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) (12")	500	LNFT		$ - 0
81	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) (24")	500	LNFT		$ - 0
82	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 4")	15000	LNFT		$ - 0
83	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 6")	500	LNFT		$ - 0
84	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 8")	500	LNFT		$ - 0
85	CCI	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) (12")	500	LNFT		$ - 0
86	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (AHEAD)	1	EACH		$ - 0
87	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (BICYCLE)	10	EACH		$ - 0
88	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (EXIT)	1	EACH		$ - 0
89	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (HANDICAP)	6	EACH		$ - 0
90	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LEFT ARROW)	6	EACH		$ - 0
91	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LT & RT)	6	EACH		$ - 0
92	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (ONLY)	6	EACH		$ - 0
93	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT ARROW)	6	EACH		$ - 0
94	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT-LT-THRU)	6	EACH		$ - 0
95	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SCHOOL)	2	EACH		$ - 0
96	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SHARROW)	10	EACH		$ - 0
97	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (STOP)	6	EACH		$ - 0
98	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (THRU ARROW)	6	EACH		$ - 0
99	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (U-TURN)	1	EACH		$ - 0
100	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (X-ING)	6	EACH		$ - 0
101	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (YIELD)	1	EACH		$ - 0
102	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (THRU-LT ARROW)	2	EACH		$ - 0
103	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (THRU-RT ARROW)	2	EACH		$ - 0
104	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE)(RAILROAD XING)	2	EACH		$ - 0
105	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE)(WHITE) (MERGE LEFT ARROW)	2	EACH		$ - 0
106	CCI	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE)(WHITE) (MERGE RIGHT ARROW)	2	EACH		$ - 0
107	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (BLACK) ( 6")	1000	LNFT		$ - 0
108	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) ( 4")	15000	LNFT		$ - 0
109	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) ( 8")	15000	LNFT		$ - 0
110	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) ( 6")	500	LNFT		$ - 0
111	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) (12")	500	LNFT		$ - 0
112	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (WHITE) (24")	500	LNFT		$ - 0
113	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (YELLOW) ( 4")	15000	LNFT		$ - 0
114	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (YELLOW) ( 6")	500	LNFT		$ - 0
115	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (YELLOW) (8")	500	LNFT		$ - 0
116	CCI	807	Std. Spec 807	PAVEMENT MARKING (PAINT) (YELLOW) (12")	500	LNFT		$ - 0
117	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (AHEAD)	2	EACH		$ - 0
118	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (BICYCLE)	2	EACH		$ - 0
119	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (EXIT)	2	EACH		$ - 0
120	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (HANDICAP)	2	EACH		$ - 0
121	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (LEFT ARROW)	2	EACH		$ - 0
122	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (LT & RT)	2	EACH		$ - 0
123	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (ONLY)	2	EACH		$ - 0
124	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (RT ARROW)	2	EACH		$ - 0
125	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (RT-LT-THRU)	2	EACH		$ - 0
126	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (SCHOOL)	2	EACH		$ - 0
127	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (SHARROW)	2	EACH		$ - 0
128	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (STOP)	2	EACH		$ - 0
129	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (THRU ARROW)	2	EACH		$ - 0
130	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (U-TURN)	2	EACH		$ - 0
131	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (X-ING)	2	EACH		$ - 0
132	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (YIELD)	2	EACH		$ - 0
133	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (THRU-LT ARROW)	2	EACH		$ - 0
134	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (THRU-RT ARROW)	2	EACH		$ - 0
135	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT) (WHITE) (RAILROAD XING)	2	EACH		$ - 0
136	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT)(WHITE) (MERGE LEFT ARROW)	2	EACH		$ - 0
137	CCI	807	Std. Spec 807	PVMT MRK SYM (PAINT)(WHITE) (MERGE RIGHT ARROW)	2	EACH		$ - 0
138	CCI	808	Part V, 5.2.4(3.2)	PVMT MARKING REMOVAL	2000	LNFT		$ - 0
139	CCI	809	Part V, 5.2.4(3.2)	CONCRETE SAFETY BARRIER (TYPE IV)	100	LNFT		$ - 0
140	CCI	812	Part V, 5.2.4(3.2)	SIGN (FLAT SHEET) (HIGH PERFORMANCE)	500	SQFT		$ - 0
141	CCI	812	Part V, 5.2.4(3.2)	SIGN (OVERLAY) (HIGH PERFORMANCE)	500	SQFT		$ - 0
142	CCI	812	Part V, 5.2.4(3.2)	SIGN (REINFORCED PANEL) (HIGH PERFORMANCE)	500	SQFT		$ - 0
143	CCI	812	Part V, 5.2.4(3.2)	SIGN POST (1-3/4" PERFORATED SQUARE STEEL TUBE)	500	LNFT		$ - 0
144	CCI	812	Part V, 5.2.4(3.2)	SIGN POST (2" PERFORATED SQUARE STEEL TUBE)	500	LNFT		$ - 0
145	CCI	812	Part V, 5.2.4(3.2)	SIGN POST (2-1/2" PERFORATED SQUARE STEEL TUBE)	100	LNFT		$ - 0
146	CCI	812	Part V, 5.2.4(3.2)	SIGN POST (2-1/4" PERFORATED SQUARE STEEL TUBE)	100	LNFT		$ - 0
147	CCI	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 1-3/4" PERFORATED SQUARE STEEL TUBE)	50	EACH		$ - 0
148	CCI	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 2" PERFORATED SQUARE STEEL TUBE)	50	EACH		$ - 0
149	CCI	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 2-1/2" PERFORATED SQUARE STEEL TUBE)	10	EACH		$ - 0
150	CCI	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 2-1/4" PERFORATED SQUARE STEEL TUBE)	10	EACH		$ - 0
151	CCI	814	Part V, 5.2.4(3.2)	LOOP DETECTOR REPLACEMENT	100	LNFT		$ - 0
152	CCI	814	Part V, 5.2.4(3.2)	VIDEO DETECTION SYSTEM (4 Leg Intersection)	1	EACH		$ - 0
153	CCI	815	Part V, Appendix A	INLET (GUTTER) (H=3.25')(KDOT Std. RD634)	2	EACH		$ - 0
154	CCI	815	Part V, Appendix A	INLET (MANHOLE) (SPECIAL)(5.5'x5.5'x5.5')(KDOT Std. RD648)	1	EACH		$ - 0
155	CCI	815	Part V, Appendix A	INLET (TYPE 22 CURB)(5.5'x5.5'x5.5')(KDOT Std. RD 646)	1	EACH		$ - 0
156	CCI	815	Part V, Appendix A	INLET (TYPE I DITCH)(KDOT Std. RD631)	1	EACH		$ - 0
157	CCI	815	Part V, Appendix A	INLET (TYPE II DITCH)(KDOT Std. RD631)	1	EACH		$ - 0
158	CCI	815	Part V, Appendix A	MANHOLE (TYPE II)(D=6')(H=6.5')(KDOT Std. RD 629)	1	EACH		$ - 0
159	CCI	816	Part V, 5.2.4(3.2)	ADJUSTMENT OF METER BOX (WATER)	2	EACH		$ - 0
160	CCI	816	Part V, 5.2.4(3.2)	ADJUSTMENT OF VALVE BOX (GAS)	2	EACH		$ - 0
161	CCI	816	Part V, 5.2.4(3.2)	ADJUSTMENT OF VALVE BOX (WATER)	2	EACH		$ - 0
162	CCI	816	Part V, Appendix A	ADJUSTMENT OF CATCH BASINS	1	EACH		$ - 0
163	CCI	816	Part V, Appendix A	ADJUSTMENT OF CURB INLETS	1	EACH		$ - 0
164	CCI	816	Part V, Appendix A	ADJUSTMENT OF MANHOLES	1	EACH		$ - 0
165	CCI	816	Part V, 5.2.4(3.2)	Structural Steel	250	LBS		$ - 0
166	CCI	816	Part V, 5.2.4(3.2)	Cast Iron	64	LBS		$ - 0
167	CCI	816	Part V, 5.2.4(3.2)	Cast Steel	152	LBS		$ - 0
168	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 12") (CSP)	40	LNFT		$ - 0
169	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 12") (RCP)	40	LNFT		$ - 0
170	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 15") (CSP)	40	LNFT		$ - 0
171	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 15") (RCP)	40	LNFT		$ - 0
172	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 18") (CSP)	40	LNFT		$ - 0
173	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 18") (RCP)	40	LNFT		$ - 0
174	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 24") (CSP)	40	LNFT		$ - 0
175	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 24") (RCP)	200	LNFT		$ - 0
176	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 30") (CSP)	40	LNFT		$ - 0
177	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 30") (RCP)	100	LNFT		$ - 0
178	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 36") (CSP)	40	LNFT		$ - 0
179	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 36") (RCP)	40	LNFT		$ - 0
180	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 42") (CSP)	40	LNFT		$ - 0
181	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 42") (RCP)	40	LNFT		$ - 0
182	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 48") (CSP)	40	LNFT		$ - 0
183	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 48") (RCP)	40	LNFT		$ - 0
184	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 54") (CSP)	40	LNFT		$ - 0
185	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 54") (RCP)	40	LNFT		$ - 0
186	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 60") (CSP)	40	LNFT		$ - 0
187	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 60") (RCP)	40	LNFT		$ - 0
188	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 72") (CSP)	40	LNFT		$ - 0
189	CCI	817	Part V, Appendix A	CROSS ROAD PIPE ( 72") (RCP)	40	LNFT		$ - 0
190	CCI	817	Part V, Appendix A	END SECTION ( 12") (CS)	4	EACH		$ - 0
191	CCI	817	Part V, Appendix A	END SECTION ( 12") (RC)	4	EACH		$ - 0
192	CCI	817	Part V, Appendix A	END SECTION ( 15") (CS)	1	EACH		$ - 0
193	CCI	817	Part V, Appendix A	END SECTION ( 15") (RC)	1	EACH		$ - 0
194	CCI	817	Part V, Appendix A	END SECTION ( 18") (CS)	1	EACH		$ - 0
195	CCI	817	Part V, Appendix A	END SECTION ( 18") (RC)	1	EACH		$ - 0
196	CCI	817	Part V, Appendix A	END SECTION ( 24") (CS)	2	EACH		$ - 0
197	CCI	817	Part V, Appendix A	END SECTION ( 24") (RC)	4	EACH		$ - 0
198	CCI	817	Part V, Appendix A	END SECTION ( 30") (CS)	2	EACH		$ - 0
199	CCI	817	Part V, Appendix A	END SECTION ( 30") (RC)	2	EACH		$ - 0
200	CCI	817	Part V, Appendix A	END SECTION ( 36") (CS)	2	EACH		$ - 0
201	CCI	817	Part V, Appendix A	END SECTION ( 36") (RC)	2	EACH		$ - 0
202	CCI	817	Part V, Appendix A	END SECTION ( 42") (CS)	2	EACH		$ - 0
203	CCI	817	Part V, Appendix A	END SECTION ( 42") (RC)	2	EACH		$ - 0
204	CCI	817	Part V, Appendix A	END SECTION ( 48") (CS)	2	EACH		$ - 0
205	CCI	817	Part V, Appendix A	END SECTION ( 48") (RC)	2	EACH		$ - 0
206	CCI	817	Part V, Appendix A	END SECTION ( 54") (CS)	2	EACH		$ - 0
207	CCI	817	Part V, Appendix A	END SECTION ( 54") (RC)	2	EACH		$ - 0
208	CCI	817	Part V, Appendix A	END SECTION ( 60") (RC)	2	EACH		$ - 0
209	CCI	817	Part V, Appendix A	END SECTION ( 72") (RC)	2	EACH		$ - 0
210	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 12") (RCP)	30	LNFT		$ - 0
211	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 12") (CSP)	30	LNFT		$ - 0
212	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 15") (RCP)	30	LNFT		$ - 0
213	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 15") (CSP)	30	LNFT		$ - 0
214	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 18") (RCP)	30	LNFT		$ - 0
215	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 18") (CSP)	30	LNFT		$ - 0
216	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 24") (RCP)	30	LNFT		$ - 0
217	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 24") (CSP)	30	LNFT		$ - 0
218	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 30") (RCP)	30	LNFT		$ - 0
219	CCI	817	Part V, Appendix A	ENTRANCE PIPE ( 30") (CSP)	30	LNFT		$ - 0
220	CCI	817	Part V, Appendix A	EROSION PIPE ( 12") (CSP)	30	LNFT		$ - 0
221	CCI	817	Part V, Appendix A	EROSION PIPE ( 15") (CSP)	30	LNFT		$ - 0
222	CCI	817	Part V, Appendix A	EROSION PIPE ( 18") (CSP)	30	LNFT		$ - 0
223	CCI	817	Part V, Appendix A	EROSION PIPE ( 24") (CSP)	30	LNFT		$ - 0
224	CCI	817	Part V, Appendix A	EROSION PIPE ( 36") (CSP)	30	LNFT		$ - 0
225	CCI	817	Part V, Appendix A	STORM SEWER ( 12") (RCP)	40	LNFT		$ - 0
226	CCI	817	Part V, Appendix A	STORM SEWER ( 15") (RCP)	40	LNFT		$ - 0
227	CCI	817	Part V, Appendix A	STORM SEWER ( 18") (RCP)	40	LNFT		$ - 0
228	CCI	817	Part V, Appendix A	STORM SEWER ( 24") (RCP)	40	LNFT		$ - 0
229	CCI	817	Part V, Appendix A	STORM SEWER ( 30") (RCP)	40	LNFT		$ - 0
230	CCI	817	Part V, Appendix A	STORM SEWER ( 36") (RCP)	40	LNFT		$ - 0
231	CCI	817	Part V, Appendix A	STORM SEWER ( 42") (RCP)	40	LNFT		$ - 0
232	CCI	817	Part V, Appendix A	STORM SEWER ( 48") (RCP)	40	LNFT		$ - 0
233	CCI	817	Part V, Appendix A	STORM SEWER ( 54") (RCP)	40	LNFT		$ - 0
234	CCI	817	Part V, Appendix A	STORM SEWER ( 60") (RCP)	40	LNFT		$ - 0
235	CCI	820	Part V, 5.2.4(3.2)	FLUME INLET (CONCRETE)	4	EACH		$ - 0
236	CCI	820	Part V, 5.2.4(3.2)	SLOPE DRAIN (CONCRETE)	50	LNFT		$ - 0
237	CCI	822	Part V, Appendix A	4" PIPE UNDERDRAINS (H)	200	LNFT		$ - 0
238	CCI	822	Part V, Appendix A	4" PIPE UNDERDRAINS (K)	100	LNFT		$ - 0
239	CCI	824	Part V, Appendix A	SIDEWALK CONSTRUCTION ( 4") (AE)	100	SQYD		$ - 0
240	CCI	824	Part V, Appendix A	SIDEWALK CONSTRUCTION ( 6") (AE)	100	SQYD		$ - 0
241	CCI	824	Part V, Appendix A	SIDEWALK RAMP	5	SQYD		$ - 0
242	CCI	824	Part V, Appendix A	SIDEWALK RAMP (DETECTABLE WARNING)	5	SQYD		$ - 0
243	CCI	825	Part V, Appendix A	CURB AND GUTTER, COMBINED (AE)	200	LNFT		$ - 0
244	CCI	826	Part V, Appendix A	CONCRETE SURFACE REPAIR	100	SQFT		$ - 0
245	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL END TERMINAL (MGS-SKT)	1	EACH		$ - 0
246	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL END TERMINAL (MGS-SRT)	1	EACH		$ - 0
247	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL END TERMINAL (SKT)	1	EACH		$ - 0
248	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL END TERMINAL (SRT)	1	EACH		$ - 0
249	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL POSTS	10	EACH		$ - 0
250	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL, REMOVAL OF STEEL PLATE	200	LNFT		$ - 0
251	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL, STEEL PLATE	200	LNFT		$ - 0
252	CCI	827	Part V, 5.2.4(3.2)	GUARDRAIL, STEEL PLATE (MGS)	100	LNFT		$ - 0
253	CCI	828	Part V, 5.2.4(3.2)	Gate (FE6-84-Slide-RA-16) (USACE Std. Sht.)	1	EACH		$ - 0
254	CCI	828	Part V, 5.2.4(3.2)	Gate (FE6-84-DO-RA-24) (USACE Std. 872-90-09)	1	EACH		$ - 0
255	CCI	828	Part V, 5.2.4(3.2)	Gate (FE6-84-SO-RA-5) (USACE Std.872-90-09)	1	EACH		$ - 0
256	CCI	828	Part V, 5.2.4(3.2)	Fence (Type FE6-TR-84) (USACE Std. 872-92-03)	1000	LNFT		$ - 0
257	CCI	828	Part V, 5.2.4(3.2)	Fence Removal -(Remove Chain Link Fencing & Gate)	500	LNFT		$ - 0
258	CCI	830	Part V, Appendix A	BEDDING FOR SLOPE PROTECTION	50	CUYD		$ - 0
259	CCI	830	Part V, Appendix A	GEOTEXTILE FABRIC	1000	SQYD		$ - 0
260	CCI	830	Part V, Appendix A	SLOPE PROTECTION (RIPRAP STONE)	200	CUYD		$ - 0
261	CCI	830	Part V, Appendix A	SLOPE PROTECTION (SHOT ROCK)	200	CUYD		$ - 0
262	CCI	831	Part V, Appendix A	CONCRETE BACKSLOPE DITCH LINING	200	SQYD		$ - 0
263	CCI	831	Part V, Appendix A	CONCRETE DITCH LINING	200	SQYD		$ - 0
264	CMAMI	833	Part V, 5.2.4(3.2)	ASPHALT PAVEMENT PATCHING OF PCCP	100	TON		$ - 0
265	CCI	833	Part V, 5.2.4(3.2)	EXTRA WORK SAW CUTS	100	LNFT		$ - 0
266	CCI	833	Part V, 5.2.4(3.2)	PCCP EDGE JOINT PATCHING (FULL DEPTH)	100	SQYD		$ - 0
267	CCI	833	Part V, 5.2.4(3.2)	PCCP EDGE JOINT PATCHING (PARTIAL DEPTH)	200	SQYD		$ - 0
268	CCI	833	Part V, 5.2.4(3.2)	PCCP JOINT AND CRACK PATCHING (FULL DEPTH)	100	SQYD		$ - 0
269	CCI	833	Part V, 5.2.4(3.2)	PCCP JOINT AND CRACK PATCHING (PARTIAL DEPTH)	200	SQYD		$ - 0
270	CCI	833	Part V, 5.2.4(3.2)	PCCP PATCHING (FULL DEPTH) ( 6") (SOUND)	100	SQYD		$ - 0
271	CCI	833	Part V, 5.2.4(3.2)	PCCP PATCHING (FULL DEPTH) ( 9") (SOUND)	200	SQYD		$ - 0
272	CCI	833	Part V, 5.2.4(3.2)	PCCP PATCHING (FULL DEPTH) (12") (SOUND)	200	SQYD		$ - 0
273	CMAMI	835	Part V, 5.2.4(3.2)	SEALING ASPHALT CRACKS (>1/2" <2.0")	10000	LNFT		$ - 0
274	CMAMI	835	Part V, 5.2.4(3.2)	SEALING ASPHALT CRACKS (>1/8" <=1/2")	10000	LNFT		$ - 0
275	CMAMI	835	Part V, 5.2.4(3.2)	SEALING LONGITUDINAL ASPHALT SHOULDER JOINT	15000	LNFT		$ - 0
276	CMAMI	835	Part V, 5.2.4(3.2)	SEALING PCCP CRACKS (>1/8" <2.0")	5000	LNFT		$ - 0
277	CMAMI	835	Part V, 5.2.4(3.2)	SEALING PCCP JOINTS (LONGITUDINAL)	10000	LNFT		$ - 0
278	CMAMI	835	Part V, 5.2.4(3.2)	SEALING PCCP JOINTS (TRANSVERSE)	3000	LNFT		$ - 0
279	CCI	835	Part V, 5.2.4(3.2)	SEALING SPALLED PCCP JOINTS & CRACKS (>2.0" <=3.0")	300	LNFT		$ - 0
280	CCI	835	Part V, 5.2.4(3.2)	SEALING SPALLED PCCP JOINTS & CRACKS TY A OR B(>2.0" <=3.0")	5000	LNFT		$ - 0
281	CCI	837	Part V, 5.2.4(3.2)	Pavement Edge Wedge (RAP 100%)(Install Only)	1000	TON		$ - 0
282	CCI	837	Part V, 5.2.4(3.2)	Pavement Edge Wedge (Rock)	2000	TON		$ - 0
283	CMAMI	840	Part V, 5.2.4(3.2)	Temporary Surfacing Material (HMA)	200	TON		$ - 0
284	CCI	842	Part V, 5.2.4(3.2)	DRILLING AND GROUTING	250	EACH		$ - 0
285	CCI	843	Part V, 5.2.4(3.2)	FLOWABLE FILL (HIGH STRENGTH)	50	CUYD		$ - 0
286	CCI	843	Part V, 5.2.4(3.2)	FLOWABLE FILL (LOW STRENGTH)	50	CUYD		$ - 0
287	CCI	849	Part V, 5.2.4(3.2)	GEOMEMBRANE	1000	SQYD		$ - 0
288	CCI	850	Part V, 5.2.4(3.2)	SEPARATION GEOTEXTILE	2000	SQYD		$ - 0
289	CCI	852	Part V, 5.2.4(3.2)	PAVING FABRIC	10000	SQYD		$ - 0
290	CCI	853	Part V, 5.2.4(3.2)	RETAINING WALL (MBW)	100	SQFT		$ - 0

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.