Attachment_2_Daily_Rate_of_Performance.xlsx

XLSX spreadsheet 26 KB Posted Aug 17, 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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Attachment 2 from SOW: Daily Rate of Performance

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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
Revised_W911RX-17-R-0007_Ft_Riley__Exhibit_A_through_E__Bid_form_REVISE....xlsx	XLSX spreadsheet	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
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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BaseYear

FY18 ROADS CONTRACT DAILY RATE OF PERFORMANCE
Line No.	KDOT Std. Sht.	KDOT Spec.	Verification or Acceptance Tests	Long Description	DAILY RATE	Unit
1	—	201	Part V, 5.2.4(3.2)	Clear & Grub -Tree Removal, Tree larger than 6" Diameter
3	EACH
2	—	201	Part V, 5.2.4(3.2)	Clear & Grub -Trees up to 6" Diameter
2000	KSQFT
3	—	202	Part V, 5.2.4(3.2)	NPI REMOVAL OF EXISTING STRUCTURES	0.5	EACH
4	BM010B2, BR100a	204	Part V, Appendix A	CLASS I EXCAVATION	100	CUYD
5	BM010B2, BR100a	204	Part V, Appendix A	CLASS II EXCAVATION	100	CUYD
6	BM010B1, BM010RCB,BM020B1, BR025a, BR100a	204	Part V, Appendix A	CLASS III EXCAVATION	100	CUYD
7	—	204	Part V, Appendix A	FOUNDATION STABILIZATION	100	CUYD
8		204	Part V, Appendix A	Concrete for Seal Course	50	CUYD
9	—	205	Part V, Appendix A	COMMON EXCAVATION (RURAL SMALL)	500	CUYD
10	—	205	Part V, Appendix A	COMMON EXCAVATION (UNSUITABLE)	500	CUYD
11	—	205	Part V, Appendix A	COMPACTION OF EARTHWORK (TYPE AA) (MR-5-5)	500	CUYD
12	—	205	Part V, Appendix A	COMPACTION OF EARTHWORK (TYPE B) (MR-90)	500	CUYD
13	—	205	Part V, Appendix A	EMBANKMENT	500	CUYD
14	—	205	Part V, 5.2.4(3.2)	ROCK EXCAVATION	50	CUYD
15	—	300	Part V, Appendix A	DRAINABLE BASE (UNBOUND) ( 4")	2000	SQYD
16		305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (4")(Install Only)	2000	SQYD
17		305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (6")(Install Only)	2000	SQYD
18		305	Part V, 5.2.4(3.2)	AGGREGATE BASE (SPECIAL) (RAP 100%) (8")(Install Only)	2000	SQYD
19	—	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 2")	2000	SQYD
20	—	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 3")	2000	SQYD
21	—	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 4")	2000	SQYD
22	—	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 5")	2000	SQYD
23	—	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 6")	2000	SQYD
24	—	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 7")	2000	SQYD
25	—	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 8")	2000	SQYD
26	—	305	Part V, Appendix A	AGGREGATE BASE (AB-3) ( 9")	2000	SQYD
27	—	305	Part V, Appendix A	AGGREGATE BASE (AB-3) (10")	2000	SQYD
28	—	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 4")	2000	SQYD
29	—	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 5")	2000	SQYD
30	—	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 6")	2000	SQYD
31	—	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 7")	2000	SQYD
32	—	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 8")	2000	SQYD
33	—	305	Part V, Appendix A	AGGREGATE SHOULDER (AB-3) ( 9")	2000	SQYD
34	—	307	Part V, Appendix A	GRANULAR BASE ( 2")	2000	SQYD
35	—	307	Part V, Appendix A	GRANULAR BASE ( 3")	2000	SQYD
36	—	307	Part V, Appendix A	GRANULAR BASE ( 4")	2000	SQYD
37	—	307	Part V, Appendix A	GRANULAR BASE ( 5")	2000	SQYD
38	—	307	Part V, Appendix A	GRANULAR BASE ( 6")	2000	SQYD
39	—	307	Part V, Appendix A	GRANULAR BASE ( 7")	2000	SQYD
40	—	307	Part V, Appendix A	GRANULAR BASE ( 7.5")	2000	SQYD
41	—	307	Part V, Appendix A	GRANULAR BASE ( 8")	2000	SQYD
42	—	308	Part V, 5.2.4(3.2)	GEOSYNTHETIC REINFORCEMENT (FOR BASE)	2000	SQYD
43	—	501	Part V, Appendix B	CONCRETE PVMT ( 6" UNIFORM) (AE) (PLAIN)	1000	SQYD
44	—	501	Part V, Appendix B	CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)	1000	SQYD
45	—	501	Part V, Appendix B	CONCRETE PVMT ( 9" UNIFORM) (AE) (PLAIN)	1000	SQYD
46	—	501	Part V, Appendix B	CONCRETE PVMT (12" UNIFORM) (AE) (NRDJ)	1000	SQYD
47	—	501	Part V, Appendix B	CONCRETE PVMT (12" UNIFORM) (AE) (PLAIN)	1000	SQYD
48	—	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT ( 6" UNIFORM) (AE) (PLAIN)	1000	SQYD
49	—	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)	1000	SQYD
50	—	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (PLAIN)	1000	SQYD
51	—	501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(PLAIN)	1000	SQYD
52		501	Part V, Appendix B	EARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(NRDJ)	1000	SQYD
53	—	501	Part V, Appendix B	CONCRETE CORE (SET PRICE)	5	EACH
54	—	602	Part V, Appendix B	ASPHALT CORE (SET PRICE)	5	EACH
55	—	602	Part V, Appendix B	EMULSIFIED ASPHALT	1500	SQYD
56	—	611	Part V, Appendix A	HMA Commercial Grade (Class A)	700	TON
57	—	611	Part V, Appendix A	HMA Commercial Grade (Class A)(Patching)	300	TON
58	—	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (2")(Transport to Camp Funston)	1500	SQYD
59	—	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (3")(Transport to Camp Funston)	1000	SQYD
60	—	612	Part V, 5.2.4(3.2)	MILLING (Asphalt) (4")(Transport to Camp Funston)	700	SQYD
61	—	615	Part V, 5.2.4(3.2)	SAW AND SEAL JOINT (HMA)	5000	LNFT
62	—	710	Part V, Appendix A	CONCRETE (GRADE 4.0)	50	CUYD
63	—	710	Part V, Appendix A	CONCRETE (GRADE 3.0) (AE)	100	CUYD
64	—	711	Part V, Appendix A	REINFORCING STEEL (GRADE 60)	2000	LBS.
65	—	711	Part V, Appendix A	REINFORCING STEEL (GRADE 60) (EPOXY COATED)	2000	LBS.
66	—	721	Part V, 5.2.4(3.2)	HANDRAIL (METAL) (3'- 6")	100	LNFT
67	—	730	Part V, 5.2.4(3.2)	EPOXY RESIN CRACK REPAIR	1000	LNFT
68	—	800	Part V, Appendix A	NPI for Pre-cast Concrete	1	EACH
69	—	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (BLACK) ( 6")	30000	LNFT
70	—	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 4")	30000	LNFT
71	—	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 6")	30000	LNFT
72	—	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 8")	30000	LNFT
73	—	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) (12")	30000	LNFT
74	—	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (WHITE) (24")	30000	LNFT
75	—	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 4")	30000	LNFT
76	—	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 6")	30000	LNFT
77	—	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 8")	30000	LNFT
78	—	806	Std. Spec 806	PVMT MARKING (MULTI-COMPONENT) (YELLOW) (12")	30000	LNFT
79	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (AHEAD)	50	EACH
80	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (BICYCLE)	50	EACH
81	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (EXIT)	50	EACH
82	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (HANDICAP)	50	EACH
83	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LEFT ARROW)	50	EACH
84	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LT & RT)	50	EACH
85	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (ONLY)	50	EACH
86	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT ARROW)	50	EACH
87	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT-LT-THRU)	50	EACH
88	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SCHOOL)	50	EACH
89	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SHARROW)	50	EACH
90	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (STOP)	50	EACH
91	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (THRU ARROW)	50	EACH
92	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (U-TURN)	50	EACH
93	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (X-ING)	50	EACH
94	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (YIELD)	50	EACH
95	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) THRU-LT ARROW	50	EACH
96	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE) THRU-RT ARROW	50	EACH
97	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE) (WHITE)(RAILROAD XING)	50	EACH
98	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE)(WHITE)MERGE LEFT ARROW	50	EACH
99	—	806	Std. Spec 806	PVMT MRK SYM (INTERSECTION GRADE)(WHITE)MERGE RIGHT ARROW	50	EACH
100	—	806	Std. Spec 806	NPI for PVMT Markings	1	EACH
101	—	808	Part V, 5.2.4(3.2)	PVMT MARKING REMOVAL	10000	LNFT
102	—	809	Part V, 5.2.4(3.2)	CONCRETE SAFETY BARRIER (TYPE IV)	700	LNFT
103	—	812	Part V, 5.2.4(3.2)	SIGN (FLAT SHEET) (HIGH PERFORMANCE)	160	SQFT
104	—	812	Part V, 5.2.4(3.2)	SIGN (OVERLAY) (HIGH PERFORMANCE)	200	SQFT
105	—	812	Part V, 5.2.4(3.2)	SIGN (REINFORCED PANEL) (HIGH PERFORMANCE)	50	SQFT
106	—	812	Part V, 5.2.4(3.2)	SIGN POST (1-3/4" PERFORATED SQUARE STEEL TUBE)	100	LNFT
107	—	812	Part V, 5.2.4(3.2)	SIGN POST (2" PERFORATED SQUARE STEEL TUBE)	100	LNFT
108	—	812	Part V, 5.2.4(3.2)	SIGN POST (2-1/2" PERFORATED SQUARE STEEL TUBE)	100	LNFT
109	—	812	Part V, 5.2.4(3.2)	SIGN POST (2-1/4" PERFORATED SQUARE STEEL TUBE)	100	LNFT
110	—	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 1-3/4" PERFORATED SQUARE STEEL TUBE)	10	EACH
111	—	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 2" PERFORATED SQUARE STEEL TUBE)	10	EACH
112	—	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 2-1/2" PERFORATED SQUARE STEEL TUBE)	10	EACH
113	—	812	Part V, 5.2.4(3.2)	SIGN POST FOOTING ( 2-1/4" PERFORATED SQUARE STEEL TUBE)	10	EACH
114	—	814	Part V, 5.2.4(3.2)	LOOP DETECTOR REPLACEMENT	50	LNFT
115	—	814	Part V, 5.2.4(3.2)	VIDEO DETECTION SYSTEM (4 Leg Intersection)	0.25	EACH
116	—	815	Part V, Appendix A	INLET (GUTTER) (H=3.25')(KDOT Std. RD634)	1	EACH
117		815	Part V, Appendix A	INLET (MANHOLE) (SPECIAL)(5.5'x5.5'x5.5')(KDOT Std. RD648)	1	EACH
118	—	815	Part V, Appendix A	INLET (TYPE 22 CURB)(5.5'x5.5'x5.5')(KDOT Std. RD 646)	1	EACH
119	—	815	Part V, Appendix A	INLET (TYPE I DITCH)(KDOT Std. RD631)	1	EACH
120	—	815	Part V, Appendix A	INLET (TYPE II DITCH)(KDOT Std. RD631)	1	EACH
121	—	815	Part V, Appendix A	MANHOLE (TYPE II)(D=6')(H=6.5')(KDOT Std. RD 629)	1	EACH
122	—	816	Part V, 5.2.4(3.2)	ADJUSTMENT OF METER BOX (WATER)	0.5	EACH
123	—	816	Part V, 5.2.4(3.2)	ADJUSTMENT OF VALVE BOX (GAS)	0.5	EACH
124	—	816	Part V, 5.2.4(3.2)	ADJUSTMENT OF VALVE BOX (WATER)	0.5	EACH
125	—	816	Part V, Appendix A	ADJUSTMENT OF CATCH BASINS	0.5	EACH
126	—	816	Part V, Appendix A	ADJUSTMENT OF CURB INLETS	0.5	EACH
127	—	816	Part V, Appendix A	ADJUSTMENT OF MANHOLES	0.5	EACH
128		816	Part V, 5.2.4(3.2)	Structural Steel	100	LBS
129		816	Part V, 5.2.4(3.2)	Cast Iron	100	LBS
130		816	Part V, 5.2.4(3.2)	Cast Steel	100	LBS
131	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 12") (CSP)	200	LNFT
132	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 12") (RCP)	200	LNFT
133	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 15") (CSP)	200	LNFT
134	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 15") (RCP)	200	LNFT
135	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 18") (CSP)	200	LNFT
136	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 18") (RCP)	200	LNFT
137	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 24") (CSP)	200	LNFT
138	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 24") (RCP)	200	LNFT
139	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 30") (CSP)	175	LNFT
140	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 30") (RCP)	175	LNFT
141	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 36") (CSP)	175	LNFT
142	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 36") (RCP)	175	LNFT
143	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 42") (CSP)	150	LNFT
144	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 42") (RCP)	150	LNFT
145	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 48") (CSP)	150	LNFT
146	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 48") (RCP)	150	LNFT
147	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 54") (CSP)	125	LNFT
148	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 54") (RCP)	125	LNFT
149	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 60") (CSP)	125	LNFT
150	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 60") (RCP)	125	LNFT
151	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 72") (CSP)	100	LNFT
152	—	817	Part V, Appendix A	CROSS ROAD PIPE ( 72") (RCP)	100	LNFT
153	—	817	Part V, Appendix A	END SECTION ( 12") (CS)	4	EACH
154	—	817	Part V, Appendix A	END SECTION ( 12") (RC)	4	EACH
155	—	817	Part V, Appendix A	END SECTION ( 15") (CS)	4	EACH
156	—	817	Part V, Appendix A	END SECTION ( 15") (RC)	4	EACH
157	—	817	Part V, Appendix A	END SECTION ( 18") (CS)	4	EACH
158	—	817	Part V, Appendix A	END SECTION ( 18") (RC)	4	EACH
159	—	817	Part V, Appendix A	END SECTION ( 24") (CS)	4	EACH
160	—	817	Part V, Appendix A	END SECTION ( 24") (RC)	4	EACH
161	—	817	Part V, Appendix A	END SECTION ( 30") (CS)	4	EACH
162	—	817	Part V, Appendix A	END SECTION ( 30") (RC)	4	EACH
163	—	817	Part V, Appendix A	END SECTION ( 36") (CS)	4	EACH
164	—	817	Part V, Appendix A	END SECTION ( 36") (RC)	2	EACH
165	—	817	Part V, Appendix A	END SECTION ( 42") (CS)	2	EACH
166	—	817	Part V, Appendix A	END SECTION ( 42") (RC)	2	EACH
167	—	817	Part V, Appendix A	END SECTION ( 48") (CS)	2	EACH
168	—	817	Part V, Appendix A	END SECTION ( 48") (RC)	2	EACH
169	—	817	Part V, Appendix A	END SECTION ( 54") (CS)	2	EACH
170	—	817	Part V, Appendix A	END SECTION ( 54") (RC)	2	EACH
171	—	817	Part V, Appendix A	END SECTION ( 60") (RC)	2	EACH
172	—	817	Part V, Appendix A	END SECTION ( 72") (RC)	2	EACH
173	—	817	Part V, Appendix A	NPI for Corrugated Metal	0.5	EACH
174	—	820	Part V, 5.2.4(3.2)	FLUME INLET (CONCRETE)	1	EACH
175	—	820	Part V, 5.2.4(3.2)	SLOPE DRAIN (CONCRETE)	75	LNFT
176	—	822	Part V, Appendix A	4" PIPE UNDERDRAINS (H)	150	LNFT
177	—	822	Part V, Appendix A	4" PIPE UNDERDRAINS (K)	150	LNFT
178	—	824	Part V, Appendix A	SIDEWALK CONSTRUCTION ( 4") (AE)	300	SQYD
179	—	824	Part V, Appendix A	SIDEWALK CONSTRUCTION ( 6") (AE)	300	SQYD
180	—	824	Part V, Appendix A	SIDEWALK RAMP	20	SQYD
181	—	824	Part V, Appendix A	SIDEWALK RAMP (DETECTABLE WARNING)	20	SQYD
182	—	825	Part V, Appendix A	CURB AND GUTTER, COMBINED (AE)	700	LNFT
183	—	826	Part V, Appendix A	CONCRETE SURFACE REPAIR	250	SQFT
184	—	827	Part V, 5.2.4(3.2)	GUARDRAIL END TERMINAL (MGS-SKT)	1	EACH
185	—	827	Part V, 5.2.4(3.2)	GUARDRAIL END TERMINAL (MGS-SRT)	1	EACH
186	—	827	Part V, 5.2.4(3.2)	GUARDRAIL END TERMINAL (SKT)	1	EACH
187	—	827	Part V, 5.2.4(3.2)	GUARDRAIL END TERMINAL (SRT)	1	EACH
188	—	827	Part V, 5.2.4(3.2)	GUARDRAIL POSTS	80	EACH
189	—	827	Part V, 5.2.4(3.2)	GUARDRAIL, REMOVAL OF STEEL PLATE	1000	LNFT
190	—	827	Part V, 5.2.4(3.2)	GUARDRAIL, STEEL PLATE	500	LNFT
191	—	827	Part V, 5.2.4(3.2)	GUARDRAIL, STEEL PLATE (MGS)	500	LNFT
192	—	828	Part V, 5.2.4(3.2)	Gate (FE6-84-Slide-RA-16) (USACE Std. Sht.)	1	EACH
193	—	828	Part V, 5.2.4(3.2)	Gate (FE6-84-DO-RA-24) (USACE Std. 872-90-09)	1	EACH
194	—	828	Part V, 5.2.4(3.2)	Gate (FE6-84-SO-RA-5) (USACE Std.872-90-09)	1	EACH
195	—	828	Part V, 5.2.4(3.2)	Fence (Type FE6-TR-84) (USACE Std. 872-92-03)	1000	LNFT
196	—	828	Part V, 5.2.4(3.2)	Fence Removal -(Remove Chain Link Fencing & Gate)	1500	LNFT
197	—	830	Part V, Appendix A	BEDDING FOR SLOPE PROTECTION	700	CUYD
198	—	830	Part V, Appendix A	GEOTEXTILE FABRIC	500	SQYD
199	—	830	Part V, Appendix A	SLOPE PROTECTION (RIPRAP STONE)	500	CUYD
200	—	830	Part V, Appendix A	SLOPE PROTECTION (SHOT ROCK)	500	CUYD
201	—	831	Part V, Appendix A	CONCRETE BACKSLOPE DITCH LINING	700	SQYD
202	—	831	Part V, Appendix A	CONCRETE DITCH LINING	200	SQYD
203		833	Part V, 5.2.4(3.2)	ASPHALT PAVEMENT PATCHING OF PCCP	300	TON
204		833	Part V, 5.2.4(3.2)	EXTRA WORK SAW CUTS	200	LNFT
205		833	Part V, 5.2.4(3.2)	PCCP EDGE JOINT PATCHING (FULL DEPTH)	100	SQYD
206		833	Part V, 5.2.4(3.2)	PCCP EDGE JOINT PATCHING (PARTIAL DEPTH)	100	SQYD
207		833	Part V, 5.2.4(3.2)	PCCP JOINT AND CRACK PATCHING (FULL DEPTH)	100	SQYD
208		833	Part V, 5.2.4(3.2)	PCCP JOINT AND CRACK PATCHING (PARTIAL DEPTH)	100	SQYD
209		833	Part V, 5.2.4(3.2)	PCCP PATCHING (FULL DEPTH) ( 6") (SOUND)	100	SQYD
210		833	Part V, 5.2.4(3.2)	PCCP PATCHING (FULL DEPTH) ( 9") (SOUND)	100	SQYD
211		833	Part V, 5.2.4(3.2)	PCCP PATCHING (FULL DEPTH) (12") (SOUND)	100	SQYD
212	—	835	Part V, 5.2.4(3.2)	SEALING ASPHALT CRACKS (>1/2" <2.0")	5000	LNFT
213	—	835	Part V, 5.2.4(3.2)	SEALING ASPHALT CRACKS (>1/8" <=1/2")	10000	LNFT
214	—	835	Part V, 5.2.4(3.2)	SEALING LONGITUDINAL ASPHALT SHOULDER JOINT	10000	LNFT
215	—	835	Part V, 5.2.4(3.2)	SEALING PCCP CRACKS (>1/8" <2.0")	5000	LNFT
216	—	835	Part V, 5.2.4(3.2)	SEALING PCCP JOINTS (LONGITUDINAL)	5000	LNFT
217	—	835	Part V, 5.2.4(3.2)	SEALING PCCP JOINTS (TRANSVERSE)	5000	LNFT
218	—	835	Part V, 5.2.4(3.2)	SEALING SPALLED PCCP JOINTS & CRACKS (>2.0" <=3.0")	5000	LNFT
219	—	835	Part V, 5.2.4(3.2)	SEALING SPALLED PCCP JOINTS & CRACKS TY A OR B(>2.0" <=3.0")	5000	LNFT
220		837	Part V, 5.2.4(3.2)	Pavement Edge Wedge (Millings)(Install Only)	300	TON
221		837	Part V, 5.2.4(3.2)	Pavement Edge Wedge (Rock)	400	TON
222		840	Part V, 5.2.4(3.2)	Temporary Surfacing Material (HMA)	200	TON
223	—	842	Part V, 5.2.4(3.2)	DRILLING AND GROUTING	100	EACH
224	—	843	Part V, 5.2.4(3.2)	FLOWABLE FILL (HIGH STRENGTH)	200	CUYD
225	—	843	Part V, 5.2.4(3.2)	FLOWABLE FILL (LOW STRENGTH)	200	CUYD
226	—	849	Part V, 5.2.4(3.2)	GEOMEMBRANE	500	SQYD
227	—	850	Part V, 5.2.4(3.2)	SEPARATION GEOTEXTILE	500	SQYD
228		852	Part V, 5.2.4(3.2)	PAVING FABRIC	1000	SQYD
229	—	853	Part V, 5.2.4(3.2)	RETAINING WALL (MBW)	100	SQFT
230		854	Part V, 5.2.4(3.2)	LANDSCAPE RETAINING WALL	100	SQFT
231		855	Part V, 5.2.4(3.2)	PAVING BRICK	100	SQYD
232	—	856	Part V, 5.2.4(3.2)	CONCRETE PARKING BLOCK	20	EACH
233	—	901	KDHE Permit	Erosion Control KDHE Stormwater Permit for Task Orders > 1 Acre Site	1	EACH
234	—	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 1) (TYPE C)	500	SQYD
235	—	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 1) (TYPE D)	500	SQYD
236	—	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 2) (TYPE E)	500	SQYD
237	—	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 2) (TYPE F)	500	SQYD
238	—	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 2) (TYPE G)	500	SQYD
239	—	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 2) (TYPE H)	500	SQYD
240	—	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 2) (TYPE I)	500	SQYD
241	—	902	Part V, 5.2.4(3.2)	EROSION CONTROL (CLASS 2) (TYPE J)	500	SQYD
242	—	902	Part V, 5.2.4(3.2)	GEOTEXTILE (EROSION CONTROL)	500	SQYD
243	—	902	Part V, 5.2.4(3.2)	SILT FENCE	1000	LNFT
244	—	902	Part V, 5.2.4(3.2)	TEMPORARY BERM (SET PRICE)	100	LNFT
245	—	902	Part V, 5.2.4(3.2)	TEMPORARY DITCH CHECK (BIODEGRADABLE LOG) (20")	500	LNFT
246	—	902	Part V, 5.2.4(3.2)	TEMPORARY INLET SEDIMENT BARRIER	2	EACH
247	—	903	Part V, 5.2.4(3.2)	Seed (Urban Mix)(KDOT Dist. 1 Seed Mix)(Mulch 2 tons/Acre)(Tack 900 lbs/Acre)	10000	KSQFT
248	—	903	Part V, 5.2.4(3.2)	Seed (Permanent Mix)(KDOT Dist. 1 Seed Mix)(Mulch 2 tons/Acre)(Tack 900 lbs/Acre)	10000	KSQFT
249	—	903	Part V, 5.2.4(3.2)	Seed (Temporary Mix)(KDOT Dist. 1 Seed Mix)(Mulch 2 tons/Acre)(Tack 900 lbs/Acre)	10000	KSQFT
250	—	905	Part V, 5.2.4(3.2)	MULCHING (HYDRO)	10000	SQYD
251	—	906	Part V, 5.2.4(3.2)	SOD (BUFFALO GRASS AND BLUE GRAMA BLEND) (STRIPS)	700	SQYD
252	—	906	Part V, 5.2.4(3.2)	SOD (FESCUE) (STRIPS)	700	SQYD
253	—	906	Part V, 5.2.4(3.2)	TOPSOIL	500	CUYD
254		908	Part V, 5.2.4(3.2)	Deciduous Tree (1.25" to 2" Caliper)	5	EACH
255		908	Part V, 5.2.4(3.2)	Evergreen Tree (less than 1.25" Caliper)	5	EACH
256	—	913	Part V, Appendix A	Water System -Relocate Fire Hydrant & Valve up to 20-ft distance	0.25	EACH
257		801	Part V, 5.2.4(3.2)	Batch Plant Mobilization and operation costs (Camp Funston)(See Section 01 11 00)	0.1	EACH

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