W911RX-17-B-0009__Ft_Riley_Technical_Exhibit_A_through_E__Bid_form_10_August_2017.xlsx

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Ft Riley Road Maintenance Contract Solicitation
Solicitation number
W911RX-17-B-0009
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W911Rx-17-B-0009 Ft Riley Technical Exhibit A through E

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BaseYear

Base Year 2017- 2018
TECHNICAL EXHIBIT A CONTRACT BID FORM
PROJECT TITLE:Ft Riley Road MaintenanceTotal Ordered Cost (CLIN 0001):$ - 0Total shall equal CLIN 0001 of SF 1442
BASE YEAR:
Line No.KDOT Std. Sht.KDOT Spec.Verification or Acceptance TestsLong DescriptionOrdered QuantityUnitUnit Price (Excluding Bond Costs)Ordered Cost
1—201Part V, 5.2.4(3.2)Clear & Grub -Tree Removal, Tree larger than 6" Diameter
100EACH$ - 0
2—201Part V, 5.2.4(3.2)Clear & Grub -Trees up to 6" Diameter
2000KSQFT$ - 0
3—202Part V, 5.2.4(3.2)NPI REMOVAL OF EXISTING STRUCTURES1EACH$ - 0
4BM010B2, BR100a204Part V, Appendix ACLASS I EXCAVATION50CUYD$ - 0
5BM010B2, BR100a204Part V, Appendix ACLASS II EXCAVATION50CUYD$ - 0
6BM010B1, BM010RCB,BM020B1, BR025a, BR100a204Part V, Appendix ACLASS III EXCAVATION50CUYD$ - 0
7—204Part V, Appendix AFOUNDATION STABILIZATION50CUYD$ - 0
8204Part V, Appendix AConcrete for Seal Course50CUYD$ - 0
9—205Part V, Appendix ACOMMON EXCAVATION (RURAL SMALL)3000CUYD$ - 0
10—205Part V, Appendix ACOMMON EXCAVATION (UNSUITABLE)710CUYD$ - 0
11—205Part V, Appendix ACOMPACTION OF EARTHWORK (TYPE AA) (MR-5-5)3000CUYD$ - 0
12—205Part V, Appendix ACOMPACTION OF EARTHWORK (TYPE B) (MR-90)3000CUYD$ - 0
13—205Part V, Appendix AEMBANKMENT1000CUYD$ - 0
14—205Part V, 5.2.4(3.2)ROCK EXCAVATION500CUYD$ - 0
15—300Part V, Appendix ADRAINABLE BASE (UNBOUND) ( 4")2000SQYD$ - 0
16305Part V, 5.2.4(3.2)AGGREGATE BASE (SPECIAL) (RAP 100%) (4")(Install Only)500SQYD$ - 0
17305Part V, 5.2.4(3.2)AGGREGATE BASE (SPECIAL) (RAP 100%) (6")(Install Only)500SQYD$ - 0
18305Part V, 5.2.4(3.2)AGGREGATE BASE (SPECIAL) (RAP 100%) (8")(Install Only)500SQYD$ - 0
19—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 2")100SQYD$ - 0
20—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 3")100SQYD$ - 0
21—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 4")5000SQYD$ - 0
22—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 5")100SQYD$ - 0
23—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 6")5000SQYD$ - 0
24—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 7")100SQYD$ - 0
25—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 8")100SQYD$ - 0
26—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 9")100SQYD$ - 0
27—305Part V, Appendix AAGGREGATE BASE (AB-3) (10")100SQYD$ - 0
28—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 4")4000SQYD$ - 0
29—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 5")100SQYD$ - 0
30—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 6")500SQYD$ - 0
31—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 7")100SQYD$ - 0
32—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 8")100SQYD$ - 0
33—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 9")100SQYD$ - 0
34—307Part V, Appendix AGRANULAR BASE ( 2")100SQYD$ - 0
35—307Part V, Appendix AGRANULAR BASE ( 3")100SQYD$ - 0
36—307Part V, Appendix AGRANULAR BASE ( 4")2000SQYD$ - 0
37—307Part V, Appendix AGRANULAR BASE ( 5")100SQYD$ - 0
38—307Part V, Appendix AGRANULAR BASE ( 6")1000SQYD$ - 0
39—307Part V, Appendix AGRANULAR BASE ( 7")100SQYD$ - 0
40—307Part V, Appendix AGRANULAR BASE ( 7.5")100SQYD$ - 0
41—307Part V, Appendix AGRANULAR BASE ( 8")100SQYD$ - 0
42—308Part V, 5.2.4(3.2)GEOSYNTHETIC REINFORCEMENT (FOR BASE)2000SQYD$ - 0
43—501Part V, Appendix BCONCRETE PVMT ( 6" UNIFORM) (AE) (PLAIN)500SQYD$ - 0
44—501Part V, Appendix BCONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)500SQYD$ - 0
45—501Part V, Appendix BCONCRETE PVMT ( 9" UNIFORM) (AE) (PLAIN)100SQYD$ - 0
46—501Part V, Appendix BCONCRETE PVMT (12" UNIFORM) (AE) (NRDJ)100SQYD$ - 0
47—501Part V, Appendix BCONCRETE PVMT (12" UNIFORM) (AE) (PLAIN)100SQYD$ - 0
48—501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT ( 6" UNIFORM) (AE) (PLAIN)100SQYD$ - 0
49—501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)100SQYD$ - 0
50—501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (PLAIN)100SQYD$ - 0
51—501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(PLAIN)100SQYD$ - 0
52501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(NRDJ)100SQYD$ - 0
53—501Part V, Appendix BCONCRETE CORE (SET PRICE)20EACH$ - 0
54—602Part V, Appendix BASPHALT CORE (SET PRICE)20EACH$ - 0
55—602Part V, Appendix BEMULSIFIED ASPHALT400000SQYD$ - 0
56—611Part V, Appendix AHMA Commercial Grade (Class A)9037TON$ - 0
57—611Part V, Appendix AHMA Commercial Grade (Class A)(Patching)2000TON$ - 0
58—612Part V, 5.2.4(3.2)MILLING (Asphalt) (2")(Transport to Camp Funston)150000SQYD$ - 0
59—612Part V, 5.2.4(3.2)MILLING (Asphalt) (3")(Transport to Camp Funston)10000SQYD$ - 0
60—612Part V, 5.2.4(3.2)MILLING (Asphalt) (4")(Transport to Camp Funston)5000SQYD$ - 0
61—615Part V, 5.2.4(3.2)SAW AND SEAL JOINT (HMA)1000LNFT$ - 0
62—710Part V, Appendix ACONCRETE (GRADE 4.0)100CUYD$ - 0
63—710Part V, Appendix ACONCRETE (GRADE 3.0) (AE)100CUYD$ - 0
64—711Part V, Appendix AREINFORCING STEEL (GRADE 60)15000LBS.$ - 0
65—711Part V, Appendix AREINFORCING STEEL (GRADE 60) (EPOXY COATED)10000LBS.$ - 0
66—721Part V, 5.2.4(3.2)HANDRAIL (METAL) (3'- 6")50LNFT$ - 0
67—730Part V, 5.2.4(3.2)EPOXY RESIN CRACK REPAIR300LNFT$ - 0
68—800Part V, Appendix ANPI for Pre-cast Concrete1EACH$ - 0
69—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (BLACK) ( 6")1000LNFT$ - 0
70—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 4")15000LNFT$ - 0
71—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 6")15000LNFT$ - 0
72—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 8")500LNFT$ - 0
73—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) (12")500LNFT$ - 0
74—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) (24")500LNFT$ - 0
75—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 4")15000LNFT$ - 0
76—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 6")500LNFT$ - 0
77—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 8")500LNFT$ - 0
78—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (YELLOW) (12")500LNFT$ - 0
79—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (AHEAD)1EACH$ - 0
80—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (BICYCLE)10EACH$ - 0
81—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (EXIT)1EACH$ - 0
82—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (HANDICAP)6EACH$ - 0
83—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LEFT ARROW)6EACH$ - 0
84—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LT & RT)6EACH$ - 0
85—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (ONLY)6EACH$ - 0
86—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT ARROW)6EACH$ - 0
87—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT-LT-THRU)6EACH$ - 0
88—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SCHOOL)2EACH$ - 0
89—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SHARROW)10EACH$ - 0
90—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (STOP)6EACH$ - 0
91—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (THRU ARROW)6EACH$ - 0
92—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (U-TURN)1EACH$ - 0
93—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (X-ING)6EACH$ - 0
94—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (YIELD)1EACH$ - 0
95—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) THRU-LT ARROW2EACH$ - 0
96—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) THRU-RT ARROW2EACH$ - 0
97—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE)(RAILROAD XING)2EACH$ - 0
98—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE)(WHITE)MERGE LEFT ARROW2EACH$ - 0
99—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE)(WHITE)MERGE RIGHT ARROW2EACH$ - 0
100—806Std. Spec 806NPI for PVMT Markings1EACH$ - 0
101—808Part V, 5.2.4(3.2)PVMT MARKING REMOVAL2000LNFT$ - 0
102—809Part V, 5.2.4(3.2)CONCRETE SAFETY BARRIER (TYPE IV)100LNFT$ - 0
103—812Part V, 5.2.4(3.2)SIGN (FLAT SHEET) (HIGH PERFORMANCE)500SQFT$ - 0
104—812Part V, 5.2.4(3.2)SIGN (OVERLAY) (HIGH PERFORMANCE)500SQFT$ - 0
105—812Part V, 5.2.4(3.2)SIGN (REINFORCED PANEL) (HIGH PERFORMANCE)500SQFT$ - 0
106—812Part V, 5.2.4(3.2)SIGN POST (1-3/4" PERFORATED SQUARE STEEL TUBE)500LNFT$ - 0
107—812Part V, 5.2.4(3.2)SIGN POST (2" PERFORATED SQUARE STEEL TUBE)500LNFT$ - 0
108—812Part V, 5.2.4(3.2)SIGN POST (2-1/2" PERFORATED SQUARE STEEL TUBE)100LNFT$ - 0
109—812Part V, 5.2.4(3.2)SIGN POST (2-1/4" PERFORATED SQUARE STEEL TUBE)100LNFT$ - 0
110—812Part V, 5.2.4(3.2)SIGN POST FOOTING ( 1-3/4" PERFORATED SQUARE STEEL TUBE)50EACH$ - 0
111—812Part V, 5.2.4(3.2)SIGN POST FOOTING ( 2" PERFORATED SQUARE STEEL TUBE)50EACH$ - 0
112—812Part V, 5.2.4(3.2)SIGN POST FOOTING ( 2-1/2" PERFORATED SQUARE STEEL TUBE)10EACH$ - 0
113—812Part V, 5.2.4(3.2)SIGN POST FOOTING ( 2-1/4" PERFORATED SQUARE STEEL TUBE)10EACH$ - 0
114—814Part V, 5.2.4(3.2)LOOP DETECTOR REPLACEMENT100LNFT$ - 0
115—814Part V, 5.2.4(3.2)VIDEO DETECTION SYSTEM (4 Leg Intersection)1EACH$ - 0
116—815Part V, Appendix AINLET (GUTTER) (H=3.25')(KDOT Std. RD634)2EACH$ - 0
117815Part V, Appendix AINLET (MANHOLE) (SPECIAL)(5.5'x5.5'x5.5')(KDOT Std. RD648)1EACH$ - 0
118—815Part V, Appendix AINLET (TYPE 22 CURB)(5.5'x5.5'x5.5')(KDOT Std. RD 646)1EACH$ - 0
119—815Part V, Appendix AINLET (TYPE I DITCH)(KDOT Std. RD631)1EACH$ - 0
120—815Part V, Appendix AINLET (TYPE II DITCH)(KDOT Std. RD631)1EACH$ - 0
121—815Part V, Appendix AMANHOLE (TYPE II)(D=6')(H=6.5')(KDOT Std. RD 629)1EACH$ - 0
122—816Part V, 5.2.4(3.2)ADJUSTMENT OF METER BOX (WATER)2EACH$ - 0
123—816Part V, 5.2.4(3.2)ADJUSTMENT OF VALVE BOX (GAS)2EACH$ - 0
124—816Part V, 5.2.4(3.2)ADJUSTMENT OF VALVE BOX (WATER)2EACH$ - 0
125—816Part V, Appendix AADJUSTMENT OF CATCH BASINS1EACH$ - 0
126—816Part V, Appendix AADJUSTMENT OF CURB INLETS1EACH$ - 0
127—816Part V, Appendix AADJUSTMENT OF MANHOLES1EACH$ - 0
128816Part V, 5.2.4(3.2)Structural Steel250LBS$ - 0
129816Part V, 5.2.4(3.2)Cast Iron64LBS$ - 0
130816Part V, 5.2.4(3.2)Cast Steel152LBS$ - 0
131—817Part V, Appendix ACROSS ROAD PIPE ( 12") (CSP)40LNFT$ - 0
132—817Part V, Appendix ACROSS ROAD PIPE ( 12") (RCP)40LNFT$ - 0
133—817Part V, Appendix ACROSS ROAD PIPE ( 15") (CSP)40LNFT$ - 0
134—817Part V, Appendix ACROSS ROAD PIPE ( 15") (RCP)40LNFT$ - 0
135—817Part V, Appendix ACROSS ROAD PIPE ( 18") (CSP)40LNFT$ - 0
136—817Part V, Appendix ACROSS ROAD PIPE ( 18") (RCP)40LNFT$ - 0
137—817Part V, Appendix ACROSS ROAD PIPE ( 24") (CSP)40LNFT$ - 0
138—817Part V, Appendix ACROSS ROAD PIPE ( 24") (RCP)200LNFT$ - 0
139—817Part V, Appendix ACROSS ROAD PIPE ( 30") (CSP)40LNFT$ - 0
140—817Part V, Appendix ACROSS ROAD PIPE ( 30") (RCP)100LNFT$ - 0
141—817Part V, Appendix ACROSS ROAD PIPE ( 36") (CSP)40LNFT$ - 0
142—817Part V, Appendix ACROSS ROAD PIPE ( 36") (RCP)40LNFT$ - 0
143—817Part V, Appendix ACROSS ROAD PIPE ( 42") (CSP)40LNFT$ - 0
144—817Part V, Appendix ACROSS ROAD PIPE ( 42") (RCP)40LNFT$ - 0
145—817Part V, Appendix ACROSS ROAD PIPE ( 48") (CSP)40LNFT$ - 0
146—817Part V, Appendix ACROSS ROAD PIPE ( 48") (RCP)40LNFT$ - 0
147—817Part V, Appendix ACROSS ROAD PIPE ( 54") (CSP)40LNFT$ - 0
148—817Part V, Appendix ACROSS ROAD PIPE ( 54") (RCP)40LNFT$ - 0
149—817Part V, Appendix ACROSS ROAD PIPE ( 60") (CSP)40LNFT$ - 0
150—817Part V, Appendix ACROSS ROAD PIPE ( 60") (RCP)40LNFT$ - 0
151—817Part V, Appendix ACROSS ROAD PIPE ( 72") (CSP)40LNFT$ - 0
152—817Part V, Appendix ACROSS ROAD PIPE ( 72") (RCP)40LNFT$ - 0
153—817Part V, Appendix AEND SECTION ( 12") (CS)4EACH$ - 0
154—817Part V, Appendix AEND SECTION ( 12") (RC)4EACH$ - 0
155—817Part V, Appendix AEND SECTION ( 15") (CS)1EACH$ - 0
156—817Part V, Appendix AEND SECTION ( 15") (RC)1EACH$ - 0
157—817Part V, Appendix AEND SECTION ( 18") (CS)1EACH$ - 0
158—817Part V, Appendix AEND SECTION ( 18") (RC)1EACH$ - 0
159—817Part V, Appendix AEND SECTION ( 24") (CS)2EACH$ - 0
160—817Part V, Appendix AEND SECTION ( 24") (RC)4EACH$ - 0
161—817Part V, Appendix AEND SECTION ( 30") (CS)2EACH$ - 0
162—817Part V, Appendix AEND SECTION ( 30") (RC)2EACH$ - 0
163—817Part V, Appendix AEND SECTION ( 36") (CS)2EACH$ - 0
164—817Part V, Appendix AEND SECTION ( 36") (RC)2EACH$ - 0
165—817Part V, Appendix AEND SECTION ( 42") (CS)2EACH$ - 0
166—817Part V, Appendix AEND SECTION ( 42") (RC)2EACH$ - 0
167—817Part V, Appendix AEND SECTION ( 48") (CS)2EACH$ - 0
168—817Part V, Appendix AEND SECTION ( 48") (RC)2EACH$ - 0
169—817Part V, Appendix AEND SECTION ( 54") (CS)2EACH$ - 0
170—817Part V, Appendix AEND SECTION ( 54") (RC)2EACH$ - 0
171—817Part V, Appendix AEND SECTION ( 60") (RC)2EACH$ - 0
172—817Part V, Appendix AEND SECTION ( 72") (RC)2EACH$ - 0
173—817Part V, Appendix ANPI for Corrugated Metal1EACH$ - 0
174—820Part V, 5.2.4(3.2)FLUME INLET (CONCRETE)4EACH$ - 0
175—820Part V, 5.2.4(3.2)SLOPE DRAIN (CONCRETE)50LNFT$ - 0
176—822Part V, Appendix A4" PIPE UNDERDRAINS (H)200LNFT$ - 0
177—822Part V, Appendix A4" PIPE UNDERDRAINS (K)100LNFT$ - 0
178—824Part V, Appendix ASIDEWALK CONSTRUCTION ( 4") (AE)100SQYD$ - 0
179—824Part V, Appendix ASIDEWALK CONSTRUCTION ( 6") (AE)100SQYD$ - 0
180—824Part V, Appendix ASIDEWALK RAMP5SQYD$ - 0
181—824Part V, Appendix ASIDEWALK RAMP (DETECTABLE WARNING)5SQYD$ - 0
182—825Part V, Appendix ACURB AND GUTTER, COMBINED (AE)200LNFT$ - 0
183—826Part V, Appendix ACONCRETE SURFACE REPAIR100SQFT$ - 0
184—827Part V, 5.2.4(3.2)GUARDRAIL END TERMINAL (MGS-SKT)1EACH$ - 0
185—827Part V, 5.2.4(3.2)GUARDRAIL END TERMINAL (MGS-SRT)1EACH$ - 0
186—827Part V, 5.2.4(3.2)GUARDRAIL END TERMINAL (SKT)1EACH$ - 0
187—827Part V, 5.2.4(3.2)GUARDRAIL END TERMINAL (SRT)1EACH$ - 0
188—827Part V, 5.2.4(3.2)GUARDRAIL POSTS10EACH$ - 0
189—827Part V, 5.2.4(3.2)GUARDRAIL, REMOVAL OF STEEL PLATE200LNFT$ - 0
190—827Part V, 5.2.4(3.2)GUARDRAIL, STEEL PLATE200LNFT$ - 0
191—827Part V, 5.2.4(3.2)GUARDRAIL, STEEL PLATE (MGS)100LNFT$ - 0
192—828Part V, 5.2.4(3.2)Gate (FE6-84-Slide-RA-16) (USACE Std. Sht.)1EACH$ - 0
193—828Part V, 5.2.4(3.2)Gate (FE6-84-DO-RA-24) (USACE Std. 872-90-09)1EACH$ - 0
194—828Part V, 5.2.4(3.2)Gate (FE6-84-SO-RA-5) (USACE Std.872-90-09)1EACH$ - 0
195—828Part V, 5.2.4(3.2)Fence (Type FE6-TR-84) (USACE Std. 872-92-03)1000LNFT$ - 0
196—828Part V, 5.2.4(3.2)Fence Removal -(Remove Chain Link Fencing & Gate)500LNFT$ - 0
197—830Part V, Appendix ABEDDING FOR SLOPE PROTECTION50CUYD$ - 0
198—830Part V, Appendix AGEOTEXTILE FABRIC1000SQYD$ - 0
199—830Part V, Appendix ASLOPE PROTECTION (RIPRAP STONE)200CUYD$ - 0
200—830Part V, Appendix ASLOPE PROTECTION (SHOT ROCK)200CUYD$ - 0
201—831Part V, Appendix ACONCRETE BACKSLOPE DITCH LINING200SQYD$ - 0
202—831Part V, Appendix ACONCRETE DITCH LINING200SQYD$ - 0
203833Part V, 5.2.4(3.2)ASPHALT PAVEMENT PATCHING OF PCCP100TON$ - 0
204833Part V, 5.2.4(3.2)EXTRA WORK SAW CUTS100LNFT$ - 0
205833Part V, 5.2.4(3.2)PCCP EDGE JOINT PATCHING (FULL DEPTH)100SQYD$ - 0
206833Part V, 5.2.4(3.2)PCCP EDGE JOINT PATCHING (PARTIAL DEPTH)200SQYD$ - 0
207833Part V, 5.2.4(3.2)PCCP JOINT AND CRACK PATCHING (FULL DEPTH)100SQYD$ - 0
208833Part V, 5.2.4(3.2)PCCP JOINT AND CRACK PATCHING (PARTIAL DEPTH)200SQYD$ - 0
209833Part V, 5.2.4(3.2)PCCP PATCHING (FULL DEPTH) ( 6") (SOUND)100SQYD$ - 0
210833Part V, 5.2.4(3.2)PCCP PATCHING (FULL DEPTH) ( 9") (SOUND)200SQYD$ - 0
211833Part V, 5.2.4(3.2)PCCP PATCHING (FULL DEPTH) (12") (SOUND)200SQYD$ - 0
212—835Part V, 5.2.4(3.2)SEALING ASPHALT CRACKS (>1/2" <2.0")10000LNFT$ - 0
213—835Part V, 5.2.4(3.2)SEALING ASPHALT CRACKS (>1/8" <=1/2")10000LNFT$ - 0
214—835Part V, 5.2.4(3.2)SEALING LONGITUDINAL ASPHALT SHOULDER JOINT15000LNFT$ - 0
215—835Part V, 5.2.4(3.2)SEALING PCCP CRACKS (>1/8" <2.0")5000LNFT$ - 0
216—835Part V, 5.2.4(3.2)SEALING PCCP JOINTS (LONGITUDINAL)10000LNFT$ - 0
217—835Part V, 5.2.4(3.2)SEALING PCCP JOINTS (TRANSVERSE)3000LNFT$ - 0
218—835Part V, 5.2.4(3.2)SEALING SPALLED PCCP JOINTS & CRACKS (>2.0" <=3.0")300LNFT$ - 0
219—835Part V, 5.2.4(3.2)SEALING SPALLED PCCP JOINTS & CRACKS TY A OR B(>2.0" <=3.0")5000LNFT$ - 0
220837Part V, 5.2.4(3.2)Pavement Edge Wedge (Millings)(Install Only)1000TON$ - 0
221837Part V, 5.2.4(3.2)Pavement Edge Wedge (Rock)2000TON$ - 0
222840Part V, 5.2.4(3.2)Temporary Surfacing Material (HMA)200TON$ - 0
223—842Part V, 5.2.4(3.2)DRILLING AND GROUTING250EACH$ - 0
224—843Part V, 5.2.4(3.2)FLOWABLE FILL (HIGH STRENGTH)50CUYD$ - 0
225—843Part V, 5.2.4(3.2)FLOWABLE FILL (LOW STRENGTH)50CUYD$ - 0
226—849Part V, 5.2.4(3.2)GEOMEMBRANE1000SQYD$ - 0
227—850Part V, 5.2.4(3.2)SEPARATION GEOTEXTILE2000SQYD$ - 0
228852Part V, 5.2.4(3.2)PAVING FABRIC10000SQYD$ - 0
229—853Part V, 5.2.4(3.2)RETAINING WALL (MBW)100SQFT$ - 0
230854Part V, 5.2.4(3.2)LANDSCAPE RETAINING WALL200SQFT$ - 0
231855Part V, 5.2.4(3.2)PAVING BRICK100SQYD$ - 0
232—856Part V, 5.2.4(3.2)CONCRETE PARKING BLOCK100EACH$ - 0
233—901KDHE PermitErosion Control KDHE Stormwater Permit for Task Orders > 1 Acre Site1EACH$ - 0
234—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 1) (TYPE C)200SQYD$ - 0
235—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 1) (TYPE D)200SQYD$ - 0
236—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 2) (TYPE E)200SQYD$ - 0
237—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 2) (TYPE F)200SQYD$ - 0
238—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 2) (TYPE G)100SQYD$ - 0
239—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 2) (TYPE H)100SQYD$ - 0
240—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 2) (TYPE I)100SQYD$ - 0
241—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 2) (TYPE J)100SQYD$ - 0
242—902Part V, 5.2.4(3.2)GEOTEXTILE (EROSION CONTROL)100SQYD$ - 0
243—902Part V, 5.2.4(3.2)SILT FENCE2000LNFT$ - 0
244—902Part V, 5.2.4(3.2)TEMPORARY BERM (SET PRICE)5LNFT$ - 0
245—902Part V, 5.2.4(3.2)TEMPORARY DITCH CHECK (BIODEGRADABLE LOG) (20")5LNFT$ - 0
246—902Part V, 5.2.4(3.2)TEMPORARY INLET SEDIMENT BARRIER2EACH$ - 0
247—903Part V, 5.2.4(3.2)Seed (Urban Mix)(KDOT Dist. 1 Seed Mix)(Mulch 2 tons/Acre)(Tack 900 lbs/Acre)100KSQFT$ - 0
248—903Part V, 5.2.4(3.2)Seed (Permanent Mix)(KDOT Dist. 1 Seed Mix)(Mulch 2 tons/Acre)(Tack 900 lbs/Acre)100KSQFT$ - 0
249—903Part V, 5.2.4(3.2)Seed (Temporary Mix)(KDOT Dist. 1 Seed Mix)(Mulch 2 tons/Acre)(Tack 900 lbs/Acre)50KSQFT$ - 0
250—905Part V, 5.2.4(3.2)MULCHING (HYDRO)5000SQYD$ - 0
251—906Part V, 5.2.4(3.2)SOD (BUFFALO GRASS AND BLUE GRAMA BLEND) (STRIPS)1000SQYD$ - 0
252—906Part V, 5.2.4(3.2)SOD (FESCUE) (STRIPS)1000SQYD$ - 0
253—906Part V, 5.2.4(3.2)TOPSOIL200CUYD$ - 0
254908Part V, 5.2.4(3.2)Deciduous Tree (1.25" to 2" Caliper)50EACH$ - 0
255908Part V, 5.2.4(3.2)Evergreen Tree (less than 1.25" Caliper)10EACH$ - 0
256—913Part V, Appendix AWater System -Relocate Fire Hydrant & Valve up to 20-ft distance1EACH$ - 0
257801Part V, 5.2.4(3.2)Batch Plant Mobilization and operation costs (Camp Funston)(See Section 01 11 00)1EACH$ - 0
KDOT Spec and Material Verfication and Acceptance Columns:
1) KDOT Spec. column refers to the Kansas Department of Transportation 2015 Specifcations found at: https://www.ksdot.org/bureaus/burConsMain/specprov/2015specprov.asp

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

3) Line 257 includes all costs to mobilize a batch plant at Camp Funston and costs to remove the batch plant and restore the site to its orginal condition after completion or termination of the contract.

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.

Option Year 1

Option Year 1 2018- 2019
TECHNICAL EXHIBIT B CONTRACT BID FORM
PROJECT TITLE:Ft Riley Road MaintenanceTotal Ordered Cost (CLIN 1001):$ - 0Total shall equal CLIN 1001 of SF 1442
OPTION YEAR 1
Line No.KDOT Std. Sht.KDOT Spec.Verification or Acceptance TestsLong DescriptionOrdered QuantityUnitUnit Price (Excluding Bond Costs)Ordered Cost
1—201Part V, 5.2.4(3.2)Clear & Grub -Tree Removal, Tree larger than 6" Diameter
100EACH$ - 0
2—201Part V, 5.2.4(3.2)Clear & Grub -Trees up to 6" Diameter
2000KSQFT$ - 0
3—202Part V, 5.2.4(3.2)NPI REMOVAL OF EXISTING STRUCTURES1EACH$ - 0
4BM010B2, BR100a204Part V, Appendix ACLASS I EXCAVATION50CUYD$ - 0
5BM010B2, BR100a204Part V, Appendix ACLASS II EXCAVATION50CUYD$ - 0
6BM010B1, BM010RCB,BM020B1, BR025a, BR100a204Part V, Appendix ACLASS III EXCAVATION50CUYD$ - 0
7—204Part V, Appendix AFOUNDATION STABILIZATION50CUYD$ - 0
8204Part V, Appendix AConcrete for Seal Course50CUYD$ - 0
9—205Part V, Appendix ACOMMON EXCAVATION (RURAL SMALL)3000CUYD$ - 0
10—205Part V, Appendix ACOMMON EXCAVATION (UNSUITABLE)710CUYD$ - 0
11—205Part V, Appendix ACOMPACTION OF EARTHWORK (TYPE AA) (MR-5-5)3000CUYD$ - 0
12—205Part V, Appendix ACOMPACTION OF EARTHWORK (TYPE B) (MR-90)3000CUYD$ - 0
13—205Part V, Appendix AEMBANKMENT1000CUYD$ - 0
14—205Part V, 5.2.4(3.2)ROCK EXCAVATION500CUYD$ - 0
15—300Part V, Appendix ADRAINABLE BASE (UNBOUND) ( 4")2000SQYD$ - 0
16305Part V, 5.2.4(3.2)AGGREGATE BASE (SPECIAL) (RAP 100%) (4")(Install Only)500SQYD$ - 0
17305Part V, 5.2.4(3.2)AGGREGATE BASE (SPECIAL) (RAP 100%) (6")(Install Only)500SQYD$ - 0
18305Part V, 5.2.4(3.2)AGGREGATE BASE (SPECIAL) (RAP 100%) (8")(Install Only)500SQYD$ - 0
19—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 2")100SQYD$ - 0
20—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 3")100SQYD$ - 0
21—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 4")5000SQYD$ - 0
22—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 5")100SQYD$ - 0
23—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 6")5000SQYD$ - 0
24—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 7")100SQYD$ - 0
25—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 8")100SQYD$ - 0
26—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 9")100SQYD$ - 0
27—305Part V, Appendix AAGGREGATE BASE (AB-3) (10")100SQYD$ - 0
28—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 4")4000SQYD$ - 0
29—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 5")100SQYD$ - 0
30—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 6")500SQYD$ - 0
31—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 7")100SQYD$ - 0
32—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 8")100SQYD$ - 0
33—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 9")100SQYD$ - 0
34—307Part V, Appendix AGRANULAR BASE ( 2")100SQYD$ - 0
35—307Part V, Appendix AGRANULAR BASE ( 3")100SQYD$ - 0
36—307Part V, Appendix AGRANULAR BASE ( 4")2000SQYD$ - 0
37—307Part V, Appendix AGRANULAR BASE ( 5")100SQYD$ - 0
38—307Part V, Appendix AGRANULAR BASE ( 6")1000SQYD$ - 0
39—307Part V, Appendix AGRANULAR BASE ( 7")100SQYD$ - 0
40—307Part V, Appendix AGRANULAR BASE ( 7.5")100SQYD$ - 0
41—307Part V, Appendix AGRANULAR BASE ( 8")100SQYD$ - 0
42—308Part V, 5.2.4(3.2)GEOSYNTHETIC REINFORCEMENT (FOR BASE)2000SQYD$ - 0
43—501Part V, Appendix BCONCRETE PVMT ( 6" UNIFORM) (AE) (PLAIN)500SQYD$ - 0
44—501Part V, Appendix BCONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)500SQYD$ - 0
45—501Part V, Appendix BCONCRETE PVMT ( 9" UNIFORM) (AE) (PLAIN)100SQYD$ - 0
46—501Part V, Appendix BCONCRETE PVMT (12" UNIFORM) (AE) (NRDJ)100SQYD$ - 0
47—501Part V, Appendix BCONCRETE PVMT (12" UNIFORM) (AE) (PLAIN)100SQYD$ - 0
48—501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT ( 6" UNIFORM) (AE) (PLAIN)100SQYD$ - 0
49—501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)100SQYD$ - 0
50—501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (PLAIN)100SQYD$ - 0
51—501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(PLAIN)100SQYD$ - 0
52501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(NRDJ)100SQYD$ - 0
53—501Part V, Appendix BCONCRETE CORE (SET PRICE)20EACH$ - 0
54—602Part V, Appendix BASPHALT CORE (SET PRICE)20EACH$ - 0
55—602Part V, Appendix BEMULSIFIED ASPHALT400000SQYD$ - 0
56—611Part V, Appendix AHMA Commercial Grade (Class A)12829TON$ - 0
57—611Part V, Appendix AHMA Commercial Grade (Class A)(Patching)2000TON$ - 0
58—612Part V, 5.2.4(3.2)MILLING (Asphalt) (2")(Transport to Camp Funston)150000SQYD$ - 0
59—612Part V, 5.2.4(3.2)MILLING (Asphalt) (3")(Transport to Camp Funston)10000SQYD$ - 0
60—612Part V, 5.2.4(3.2)MILLING (Asphalt) (4")(Transport to Camp Funston)5000SQYD$ - 0
61—615Part V, 5.2.4(3.2)SAW AND SEAL JOINT (HMA)1000LNFT$ - 0
62—710Part V, Appendix ACONCRETE (GRADE 4.0)100CUYD$ - 0
63—710Part V, Appendix ACONCRETE (GRADE 3.0) (AE)100CUYD$ - 0
64—711Part V, Appendix AREINFORCING STEEL (GRADE 60)15000LBS.$ - 0
65—711Part V, Appendix AREINFORCING STEEL (GRADE 60) (EPOXY COATED)10000LBS.$ - 0
66—721Part V, 5.2.4(3.2)HANDRAIL (METAL) (3'- 6")50LNFT$ - 0
67—730Part V, 5.2.4(3.2)EPOXY RESIN CRACK REPAIR300LNFT$ - 0
68—800Part V, Appendix ANPI for Pre-cast Concrete1EACH$ - 0
69—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (BLACK) ( 6")1000LNFT$ - 0
70—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 4")15000LNFT$ - 0
71—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 6")15000LNFT$ - 0
72—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 8")500LNFT$ - 0
73—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) (12")500LNFT$ - 0
74—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) (24")500LNFT$ - 0
75—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 4")15000LNFT$ - 0
76—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 6")500LNFT$ - 0
77—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 8")500LNFT$ - 0
78—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (YELLOW) (12")500LNFT$ - 0
79—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (AHEAD)1EACH$ - 0
80—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (BICYCLE)10EACH$ - 0
81—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (EXIT)1EACH$ - 0
82—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (HANDICAP)6EACH$ - 0
83—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LEFT ARROW)6EACH$ - 0
84—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LT & RT)6EACH$ - 0
85—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (ONLY)6EACH$ - 0
86—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT ARROW)6EACH$ - 0
87—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT-LT-THRU)6EACH$ - 0
88—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SCHOOL)2EACH$ - 0
89—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SHARROW)10EACH$ - 0
90—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (STOP)6EACH$ - 0
91—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (THRU ARROW)6EACH$ - 0
92—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (U-TURN)1EACH$ - 0
93—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (X-ING)6EACH$ - 0
94—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (YIELD)1EACH$ - 0
95—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) THRU-LT ARROW2EACH$ - 0
96—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) THRU-RT ARROW2EACH$ - 0
97—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE)(RAILROAD XING)2EACH$ - 0
98—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE)(WHITE)MERGE LEFT ARROW2EACH$ - 0
99—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE)(WHITE)MERGE RIGHT ARROW2EACH$ - 0
100—806Std. Spec 806NPI for PVMT Markings1EACH$ - 0
101—808Part V, 5.2.4(3.2)PVMT MARKING REMOVAL2000LNFT$ - 0
102—809Part V, 5.2.4(3.2)CONCRETE SAFETY BARRIER (TYPE IV)100LNFT$ - 0
103—812Part V, 5.2.4(3.2)SIGN (FLAT SHEET) (HIGH PERFORMANCE)500SQFT$ - 0
104—812Part V, 5.2.4(3.2)SIGN (OVERLAY) (HIGH PERFORMANCE)500SQFT$ - 0
105—812Part V, 5.2.4(3.2)SIGN (REINFORCED PANEL) (HIGH PERFORMANCE)500SQFT$ - 0
106—812Part V, 5.2.4(3.2)SIGN POST (1-3/4" PERFORATED SQUARE STEEL TUBE)500LNFT$ - 0
107—812Part V, 5.2.4(3.2)SIGN POST (2" PERFORATED SQUARE STEEL TUBE)500LNFT$ - 0
108—812Part V, 5.2.4(3.2)SIGN POST (2-1/2" PERFORATED SQUARE STEEL TUBE)100LNFT$ - 0
109—812Part V, 5.2.4(3.2)SIGN POST (2-1/4" PERFORATED SQUARE STEEL TUBE)100LNFT$ - 0
110—812Part V, 5.2.4(3.2)SIGN POST FOOTING ( 1-3/4" PERFORATED SQUARE STEEL TUBE)50EACH$ - 0
111—812Part V, 5.2.4(3.2)SIGN POST FOOTING ( 2" PERFORATED SQUARE STEEL TUBE)50EACH$ - 0
112—812Part V, 5.2.4(3.2)SIGN POST FOOTING ( 2-1/2" PERFORATED SQUARE STEEL TUBE)10EACH$ - 0
113—812Part V, 5.2.4(3.2)SIGN POST FOOTING ( 2-1/4" PERFORATED SQUARE STEEL TUBE)10EACH$ - 0
114—814Part V, 5.2.4(3.2)LOOP DETECTOR REPLACEMENT100LNFT$ - 0
115—814Part V, 5.2.4(3.2)VIDEO DETECTION SYSTEM (4 Leg Intersection)1EACH$ - 0
116—815Part V, Appendix AINLET (GUTTER) (H=3.25')(KDOT Std. RD634)2EACH$ - 0
117815Part V, Appendix AINLET (MANHOLE) (SPECIAL)(5.5'x5.5'x5.5')(KDOT Std. RD648)1EACH$ - 0
118—815Part V, Appendix AINLET (TYPE 22 CURB)(5.5'x5.5'x5.5')(KDOT Std. RD 646)1EACH$ - 0
119—815Part V, Appendix AINLET (TYPE I DITCH)(KDOT Std. RD631)1EACH$ - 0
120—815Part V, Appendix AINLET (TYPE II DITCH)(KDOT Std. RD631)1EACH$ - 0
121—815Part V, Appendix AMANHOLE (TYPE II)(D=6')(H=6.5')(KDOT Std. RD 629)1EACH$ - 0
122—816Part V, 5.2.4(3.2)ADJUSTMENT OF METER BOX (WATER)2EACH$ - 0
123—816Part V, 5.2.4(3.2)ADJUSTMENT OF VALVE BOX (GAS)2EACH$ - 0
124—816Part V, 5.2.4(3.2)ADJUSTMENT OF VALVE BOX (WATER)2EACH$ - 0
125—816Part V, Appendix AADJUSTMENT OF CATCH BASINS1EACH$ - 0
126—816Part V, Appendix AADJUSTMENT OF CURB INLETS1EACH$ - 0
127—816Part V, Appendix AADJUSTMENT OF MANHOLES1EACH$ - 0
128816Part V, 5.2.4(3.2)Structural Steel250LBS$ - 0
129816Part V, 5.2.4(3.2)Cast Iron64LBS$ - 0
130816Part V, 5.2.4(3.2)Cast Steel152LBS$ - 0
131—817Part V, Appendix ACROSS ROAD PIPE ( 12") (CSP)40LNFT$ - 0
132—817Part V, Appendix ACROSS ROAD PIPE ( 12") (RCP)40LNFT$ - 0
133—817Part V, Appendix ACROSS ROAD PIPE ( 15") (CSP)40LNFT$ - 0
134—817Part V, Appendix ACROSS ROAD PIPE ( 15") (RCP)40LNFT$ - 0
135—817Part V, Appendix ACROSS ROAD PIPE ( 18") (CSP)40LNFT$ - 0
136—817Part V, Appendix ACROSS ROAD PIPE ( 18") (RCP)40LNFT$ - 0
137—817Part V, Appendix ACROSS ROAD PIPE ( 24") (CSP)40LNFT$ - 0
138—817Part V, Appendix ACROSS ROAD PIPE ( 24") (RCP)200LNFT$ - 0
139—817Part V, Appendix ACROSS ROAD PIPE ( 30") (CSP)40LNFT$ - 0
140—817Part V, Appendix ACROSS ROAD PIPE ( 30") (RCP)100LNFT$ - 0
141—817Part V, Appendix ACROSS ROAD PIPE ( 36") (CSP)40LNFT$ - 0
142—817Part V, Appendix ACROSS ROAD PIPE ( 36") (RCP)40LNFT$ - 0
143—817Part V, Appendix ACROSS ROAD PIPE ( 42") (CSP)40LNFT$ - 0
144—817Part V, Appendix ACROSS ROAD PIPE ( 42") (RCP)40LNFT$ - 0
145—817Part V, Appendix ACROSS ROAD PIPE ( 48") (CSP)40LNFT$ - 0
146—817Part V, Appendix ACROSS ROAD PIPE ( 48") (RCP)40LNFT$ - 0
147—817Part V, Appendix ACROSS ROAD PIPE ( 54") (CSP)40LNFT$ - 0
148—817Part V, Appendix ACROSS ROAD PIPE ( 54") (RCP)40LNFT$ - 0
149—817Part V, Appendix ACROSS ROAD PIPE ( 60") (CSP)40LNFT$ - 0
150—817Part V, Appendix ACROSS ROAD PIPE ( 60") (RCP)40LNFT$ - 0
151—817Part V, Appendix ACROSS ROAD PIPE ( 72") (CSP)40LNFT$ - 0
152—817Part V, Appendix ACROSS ROAD PIPE ( 72") (RCP)40LNFT$ - 0
153—817Part V, Appendix AEND SECTION ( 12") (CS)4EACH$ - 0
154—817Part V, Appendix AEND SECTION ( 12") (RC)4EACH$ - 0
155—817Part V, Appendix AEND SECTION ( 15") (CS)1EACH$ - 0
156—817Part V, Appendix AEND SECTION ( 15") (RC)1EACH$ - 0
157—817Part V, Appendix AEND SECTION ( 18") (CS)1EACH$ - 0
158—817Part V, Appendix AEND SECTION ( 18") (RC)1EACH$ - 0
159—817Part V, Appendix AEND SECTION ( 24") (CS)2EACH$ - 0
160—817Part V, Appendix AEND SECTION ( 24") (RC)4EACH$ - 0
161—817Part V, Appendix AEND SECTION ( 30") (CS)2EACH$ - 0
162—817Part V, Appendix AEND SECTION ( 30") (RC)2EACH$ - 0
163—817Part V, Appendix AEND SECTION ( 36") (CS)2EACH$ - 0
164—817Part V, Appendix AEND SECTION ( 36") (RC)2EACH$ - 0
165—817Part V, Appendix AEND SECTION ( 42") (CS)2EACH$ - 0
166—817Part V, Appendix AEND SECTION ( 42") (RC)2EACH$ - 0
167—817Part V, Appendix AEND SECTION ( 48") (CS)2EACH$ - 0
168—817Part V, Appendix AEND SECTION ( 48") (RC)2EACH$ - 0
169—817Part V, Appendix AEND SECTION ( 54") (CS)2EACH$ - 0
170—817Part V, Appendix AEND SECTION ( 54") (RC)2EACH$ - 0
171—817Part V, Appendix AEND SECTION ( 60") (RC)2EACH$ - 0
172—817Part V, Appendix AEND SECTION ( 72") (RC)2EACH$ - 0
173—817Part V, Appendix ANPI for Corrugated Metal1EACH$ - 0
174—820Part V, 5.2.4(3.2)FLUME INLET (CONCRETE)4EACH$ - 0
175—820Part V, 5.2.4(3.2)SLOPE DRAIN (CONCRETE)50LNFT$ - 0
176—822Part V, Appendix A4" PIPE UNDERDRAINS (H)200LNFT$ - 0
177—822Part V, Appendix A4" PIPE UNDERDRAINS (K)100LNFT$ - 0
178—824Part V, Appendix ASIDEWALK CONSTRUCTION ( 4") (AE)100SQYD$ - 0
179—824Part V, Appendix ASIDEWALK CONSTRUCTION ( 6") (AE)100SQYD$ - 0
180—824Part V, Appendix ASIDEWALK RAMP5SQYD$ - 0
181—824Part V, Appendix ASIDEWALK RAMP (DETECTABLE WARNING)5SQYD$ - 0
182—825Part V, Appendix ACURB AND GUTTER, COMBINED (AE)200LNFT$ - 0
183—826Part V, Appendix ACONCRETE SURFACE REPAIR100SQFT$ - 0
184—827Part V, 5.2.4(3.2)GUARDRAIL END TERMINAL (MGS-SKT)1EACH$ - 0
185—827Part V, 5.2.4(3.2)GUARDRAIL END TERMINAL (MGS-SRT)1EACH$ - 0
186—827Part V, 5.2.4(3.2)GUARDRAIL END TERMINAL (SKT)1EACH$ - 0
187—827Part V, 5.2.4(3.2)GUARDRAIL END TERMINAL (SRT)1EACH$ - 0
188—827Part V, 5.2.4(3.2)GUARDRAIL POSTS10EACH$ - 0
189—827Part V, 5.2.4(3.2)GUARDRAIL, REMOVAL OF STEEL PLATE200LNFT$ - 0
190—827Part V, 5.2.4(3.2)GUARDRAIL, STEEL PLATE200LNFT$ - 0
191—827Part V, 5.2.4(3.2)GUARDRAIL, STEEL PLATE (MGS)100LNFT$ - 0
192—828Part V, 5.2.4(3.2)Gate (FE6-84-Slide-RA-16) (USACE Std. Sht.)1EACH$ - 0
193—828Part V, 5.2.4(3.2)Gate (FE6-84-DO-RA-24) (USACE Std. 872-90-09)1EACH$ - 0
194—828Part V, 5.2.4(3.2)Gate (FE6-84-SO-RA-5) (USACE Std.872-90-09)1EACH$ - 0
195—828Part V, 5.2.4(3.2)Fence (Type FE6-TR-84) (USACE Std. 872-92-03)1000LNFT$ - 0
196—828Part V, 5.2.4(3.2)Fence Removal -(Remove Chain Link Fencing & Gate)500LNFT$ - 0
197—830Part V, Appendix ABEDDING FOR SLOPE PROTECTION50CUYD$ - 0
198—830Part V, Appendix AGEOTEXTILE FABRIC1000SQYD$ - 0
199—830Part V, Appendix ASLOPE PROTECTION (RIPRAP STONE)200CUYD$ - 0
200—830Part V, Appendix ASLOPE PROTECTION (SHOT ROCK)200CUYD$ - 0
201—831Part V, Appendix ACONCRETE BACKSLOPE DITCH LINING200SQYD$ - 0
202—831Part V, Appendix ACONCRETE DITCH LINING200SQYD$ - 0
203833Part V, 5.2.4(3.2)ASPHALT PAVEMENT PATCHING OF PCCP100TON$ - 0
204833Part V, 5.2.4(3.2)EXTRA WORK SAW CUTS100LNFT$ - 0
205833Part V, 5.2.4(3.2)PCCP EDGE JOINT PATCHING (FULL DEPTH)100SQYD$ - 0
206833Part V, 5.2.4(3.2)PCCP EDGE JOINT PATCHING (PARTIAL DEPTH)200SQYD$ - 0
207833Part V, 5.2.4(3.2)PCCP JOINT AND CRACK PATCHING (FULL DEPTH)100SQYD$ - 0
208833Part V, 5.2.4(3.2)PCCP JOINT AND CRACK PATCHING (PARTIAL DEPTH)200SQYD$ - 0
209833Part V, 5.2.4(3.2)PCCP PATCHING (FULL DEPTH) ( 6") (SOUND)100SQYD$ - 0
210833Part V, 5.2.4(3.2)PCCP PATCHING (FULL DEPTH) ( 9") (SOUND)200SQYD$ - 0
211833Part V, 5.2.4(3.2)PCCP PATCHING (FULL DEPTH) (12") (SOUND)200SQYD$ - 0
212—835Part V, 5.2.4(3.2)SEALING ASPHALT CRACKS (>1/2" <2.0")10000LNFT$ - 0
213—835Part V, 5.2.4(3.2)SEALING ASPHALT CRACKS (>1/8" <=1/2")10000LNFT$ - 0
214—835Part V, 5.2.4(3.2)SEALING LONGITUDINAL ASPHALT SHOULDER JOINT15000LNFT$ - 0
215—835Part V, 5.2.4(3.2)SEALING PCCP CRACKS (>1/8" <2.0")5000LNFT$ - 0
216—835Part V, 5.2.4(3.2)SEALING PCCP JOINTS (LONGITUDINAL)10000LNFT$ - 0
217—835Part V, 5.2.4(3.2)SEALING PCCP JOINTS (TRANSVERSE)3000LNFT$ - 0
218—835Part V, 5.2.4(3.2)SEALING SPALLED PCCP JOINTS & CRACKS (>2.0" <=3.0")300LNFT$ - 0
219—835Part V, 5.2.4(3.2)SEALING SPALLED PCCP JOINTS & CRACKS TY A OR B(>2.0" <=3.0")5000LNFT$ - 0
220837Part V, 5.2.4(3.2)Pavement Edge Wedge (Millings)(Install Only)1000TON$ - 0
221837Part V, 5.2.4(3.2)Pavement Edge Wedge (Rock)2000TON$ - 0
222840Part V, 5.2.4(3.2)Temporary Surfacing Material (HMA)200TON$ - 0
223—842Part V, 5.2.4(3.2)DRILLING AND GROUTING250EACH$ - 0
224—843Part V, 5.2.4(3.2)FLOWABLE FILL (HIGH STRENGTH)50CUYD$ - 0
225—843Part V, 5.2.4(3.2)FLOWABLE FILL (LOW STRENGTH)50CUYD$ - 0
226—849Part V, 5.2.4(3.2)GEOMEMBRANE1000SQYD$ - 0
227—850Part V, 5.2.4(3.2)SEPARATION GEOTEXTILE2000SQYD$ - 0
228852Part V, 5.2.4(3.2)PAVING FABRIC10000SQYD$ - 0
229—853Part V, 5.2.4(3.2)RETAINING WALL (MBW)100SQFT$ - 0
230854Part V, 5.2.4(3.2)LANDSCAPE RETAINING WALL200SQFT$ - 0
231855Part V, 5.2.4(3.2)PAVING BRICK100SQYD$ - 0
232—856Part V, 5.2.4(3.2)CONCRETE PARKING BLOCK100EACH$ - 0
233—901KDHE PermitErosion Control KDHE Stormwater Permit for Task Orders > 1 Acre Site1EACH$ - 0
234—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 1) (TYPE C)200SQYD$ - 0
235—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 1) (TYPE D)200SQYD$ - 0
236—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 2) (TYPE E)200SQYD$ - 0
237—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 2) (TYPE F)200SQYD$ - 0
238—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 2) (TYPE G)100SQYD$ - 0
239—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 2) (TYPE H)100SQYD$ - 0
240—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 2) (TYPE I)100SQYD$ - 0
241—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 2) (TYPE J)100SQYD$ - 0
242—902Part V, 5.2.4(3.2)GEOTEXTILE (EROSION CONTROL)100SQYD$ - 0
243—902Part V, 5.2.4(3.2)SILT FENCE2000LNFT$ - 0
244—902Part V, 5.2.4(3.2)TEMPORARY BERM (SET PRICE)5LNFT$ - 0
245—902Part V, 5.2.4(3.2)TEMPORARY DITCH CHECK (BIODEGRADABLE LOG) (20")5LNFT$ - 0
246—902Part V, 5.2.4(3.2)TEMPORARY INLET SEDIMENT BARRIER2EACH$ - 0
247—903Part V, 5.2.4(3.2)Seed (Urban Mix)(KDOT Dist. 1 Seed Mix)(Mulch 2 tons/Acre)(Tack 900 lbs/Acre)100KSQFT$ - 0
248—903Part V, 5.2.4(3.2)Seed (Permanent Mix)(KDOT Dist. 1 Seed Mix)(Mulch 2 tons/Acre)(Tack 900 lbs/Acre)100KSQFT$ - 0
249—903Part V, 5.2.4(3.2)Seed (Temporary Mix)(KDOT Dist. 1 Seed Mix)(Mulch 2 tons/Acre)(Tack 900 lbs/Acre)50KSQFT$ - 0
250—905Part V, 5.2.4(3.2)MULCHING (HYDRO)5000SQYD$ - 0
251—906Part V, 5.2.4(3.2)SOD (BUFFALO GRASS AND BLUE GRAMA BLEND) (STRIPS)1000SQYD$ - 0
252—906Part V, 5.2.4(3.2)SOD (FESCUE) (STRIPS)1000SQYD$ - 0
253—906Part V, 5.2.4(3.2)TOPSOIL200CUYD$ - 0
254908Part V, 5.2.4(3.2)Deciduous Tree (1.25" to 2" Caliper)50EACH$ - 0
255908Part V, 5.2.4(3.2)Evergreen Tree (less than 1.25" Caliper)10EACH$ - 0
256—913Part V, Appendix AWater System -Relocate Fire Hydrant & Valve up to 20-ft distance1EACH$ - 0
257801Part V, 5.2.4(3.2)Batch Plant operation costs (Camp Funston)(See Section 01 11 00)1EACH$ - 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.

Option Year 2

Option Year 2 2019- 2020
TECHNICAL EXHIBIT C CONTRACT BID FORM
PROJECT TITLE:Ft Riley Road MaintenanceTotal Ordered Cost (CLIN 2001):$ - 0Total shall equal CLIN 2001 of SF 1442
OPTION YEAR 2
Line No.KDOT Std. Sht.KDOT Spec.Verification or Acceptance TestsLong DescriptionOrdered QuantityUnitUnit Price (Excluding Bond Costs)Ordered Cost
1—201Part V, 5.2.4(3.2)Clear & Grub -Tree Removal, Tree larger than 6" Diameter
100EACH$ - 0
2—201Part V, 5.2.4(3.2)Clear & Grub -Trees up to 6" Diameter
2000KSQFT$ - 0
3—202Part V, 5.2.4(3.2)NPI REMOVAL OF EXISTING STRUCTURES1EACH$ - 0
4BM010B2, BR100a204Part V, Appendix ACLASS I EXCAVATION50CUYD$ - 0
5BM010B2, BR100a204Part V, Appendix ACLASS II EXCAVATION50CUYD$ - 0
6BM010B1, BM010RCB,BM020B1, BR025a, BR100a204Part V, Appendix ACLASS III EXCAVATION50CUYD$ - 0
7—204Part V, Appendix AFOUNDATION STABILIZATION50CUYD$ - 0
8204Part V, Appendix AConcrete for Seal Course50CUYD$ - 0
9—205Part V, Appendix ACOMMON EXCAVATION (RURAL SMALL)3000CUYD$ - 0
10—205Part V, Appendix ACOMMON EXCAVATION (UNSUITABLE)710CUYD$ - 0
11—205Part V, Appendix ACOMPACTION OF EARTHWORK (TYPE AA) (MR-5-5)3000CUYD$ - 0
12—205Part V, Appendix ACOMPACTION OF EARTHWORK (TYPE B) (MR-90)3000CUYD$ - 0
13—205Part V, Appendix AEMBANKMENT1000CUYD$ - 0
14—205Part V, 5.2.4(3.2)ROCK EXCAVATION500CUYD$ - 0
15—300Part V, Appendix ADRAINABLE BASE (UNBOUND) ( 4")2000SQYD$ - 0
16305Part V, 5.2.4(3.2)AGGREGATE BASE (SPECIAL) (RAP 100%) (4")(Install Only)500SQYD$ - 0
17305Part V, 5.2.4(3.2)AGGREGATE BASE (SPECIAL) (RAP 100%) (6")(Install Only)500SQYD$ - 0
18305Part V, 5.2.4(3.2)AGGREGATE BASE (SPECIAL) (RAP 100%) (8")(Install Only)500SQYD$ - 0
19—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 2")100SQYD$ - 0
20—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 3")100SQYD$ - 0
21—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 4")5000SQYD$ - 0
22—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 5")100SQYD$ - 0
23—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 6")5000SQYD$ - 0
24—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 7")100SQYD$ - 0
25—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 8")100SQYD$ - 0
26—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 9")100SQYD$ - 0
27—305Part V, Appendix AAGGREGATE BASE (AB-3) (10")100SQYD$ - 0
28—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 4")4000SQYD$ - 0
29—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 5")100SQYD$ - 0
30—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 6")500SQYD$ - 0
31—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 7")100SQYD$ - 0
32—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 8")100SQYD$ - 0
33—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 9")100SQYD$ - 0
34—307Part V, Appendix AGRANULAR BASE ( 2")100SQYD$ - 0
35—307Part V, Appendix AGRANULAR BASE ( 3")100SQYD$ - 0
36—307Part V, Appendix AGRANULAR BASE ( 4")2000SQYD$ - 0
37—307Part V, Appendix AGRANULAR BASE ( 5")100SQYD$ - 0
38—307Part V, Appendix AGRANULAR BASE ( 6")1000SQYD$ - 0
39—307Part V, Appendix AGRANULAR BASE ( 7")100SQYD$ - 0
40—307Part V, Appendix AGRANULAR BASE ( 7.5")100SQYD$ - 0
41—307Part V, Appendix AGRANULAR BASE ( 8")100SQYD$ - 0
42—308Part V, 5.2.4(3.2)GEOSYNTHETIC REINFORCEMENT (FOR BASE)2000SQYD$ - 0
43—501Part V, Appendix BCONCRETE PVMT ( 6" UNIFORM) (AE) (PLAIN)500SQYD$ - 0
44—501Part V, Appendix BCONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)500SQYD$ - 0
45—501Part V, Appendix BCONCRETE PVMT ( 9" UNIFORM) (AE) (PLAIN)100SQYD$ - 0
46—501Part V, Appendix BCONCRETE PVMT (12" UNIFORM) (AE) (NRDJ)100SQYD$ - 0
47—501Part V, Appendix BCONCRETE PVMT (12" UNIFORM) (AE) (PLAIN)100SQYD$ - 0
48—501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT ( 6" UNIFORM) (AE) (PLAIN)100SQYD$ - 0
49—501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)100SQYD$ - 0
50—501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (PLAIN)100SQYD$ - 0
51—501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(PLAIN)100SQYD$ - 0
52501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(NRDJ)100SQYD$ - 0
53—501Part V, Appendix BCONCRETE CORE (SET PRICE)20EACH$ - 0
54—602Part V, Appendix BASPHALT CORE (SET PRICE)20EACH$ - 0
55—602Part V, Appendix BEMULSIFIED ASPHALT400000SQYD$ - 0
56—611Part V, Appendix AHMA Commercial Grade (Class A)6682TON$ - 0
57—611Part V, Appendix AHMA Commercial Grade (Class A)(Patching)2000TON$ - 0
58—612Part V, 5.2.4(3.2)MILLING (Asphalt) (2")(Transport to Camp Funston)150000SQYD$ - 0
59—612Part V, 5.2.4(3.2)MILLING (Asphalt) (3")(Transport to Camp Funston)10000SQYD$ - 0
60—612Part V, 5.2.4(3.2)MILLING (Asphalt) (4")(Transport to Camp Funston)5000SQYD$ - 0
61—615Part V, 5.2.4(3.2)SAW AND SEAL JOINT (HMA)1000LNFT$ - 0
62—710Part V, Appendix ACONCRETE (GRADE 4.0)100CUYD$ - 0
63—710Part V, Appendix ACONCRETE (GRADE 3.0) (AE)100CUYD$ - 0
64—711Part V, Appendix AREINFORCING STEEL (GRADE 60)15000LBS.$ - 0
65—711Part V, Appendix AREINFORCING STEEL (GRADE 60) (EPOXY COATED)10000LBS.$ - 0
66—721Part V, 5.2.4(3.2)HANDRAIL (METAL) (3'- 6")50LNFT$ - 0
67—730Part V, 5.2.4(3.2)EPOXY RESIN CRACK REPAIR300LNFT$ - 0
68—800Part V, Appendix ANPI for Pre-cast Concrete1EACH$ - 0
69—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (BLACK) ( 6")1000LNFT$ - 0
70—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 4")15000LNFT$ - 0
71—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 6")15000LNFT$ - 0
72—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 8")500LNFT$ - 0
73—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) (12")500LNFT$ - 0
74—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) (24")500LNFT$ - 0
75—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 4")15000LNFT$ - 0
76—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 6")500LNFT$ - 0
77—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 8")500LNFT$ - 0
78—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (YELLOW) (12")500LNFT$ - 0
79—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (AHEAD)1EACH$ - 0
80—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (BICYCLE)10EACH$ - 0
81—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (EXIT)1EACH$ - 0
82—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (HANDICAP)6EACH$ - 0
83—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LEFT ARROW)6EACH$ - 0
84—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LT & RT)6EACH$ - 0
85—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (ONLY)6EACH$ - 0
86—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT ARROW)6EACH$ - 0
87—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT-LT-THRU)6EACH$ - 0
88—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SCHOOL)2EACH$ - 0
89—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SHARROW)10EACH$ - 0
90—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (STOP)6EACH$ - 0

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