Attachment_2_Daily_Rate_of_Performance_REVISED_2018-1-09.xlsx

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FT. Riley Road Maintenance
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W911RX-18-B-0003
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Attachment 2: Daily Rate of Performance

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BaseYear

FY18 ROADS CONTRACT DAILY RATE OF PERFORMANCE
Line No.KDOT Std. Sht.KDOT Spec.Verification or Acceptance TestsLong DescriptionDAILY RATEUnit
1—201Part V, 5.2.4(3.2)Clear & Grub -Tree Removal, Tree larger than 6" Diameter
1EACH
2—201Part V, 5.2.4(3.2)Clear & Grub -Trees up to 6" Diameter
300KSQFT
3CCI202Part V, 5.2.4(3.2)REMOVAL OF EXISTING STRUCTURES (RCP, CMP, and End Sections)10LNFT
4CCI202Part V, 5.2.4(3.2)REMOVAL OF EXISTING STRUCTURES (RCB, Manholes, Area Inlets)10CUYD
5CCI202Part V, 5.2.4(3.2)REMOVAL OF EXISTING STRUCTURES (Bridge Superstructure)(Category B Demo)5CUYD
6CCI202Part V, 5.2.4(3.2)REMOVAL OF EXISTING STRUCTURES (Bridge Substructure)(Category B Demo)5CUYD
7BM010B2, BR100a204Part V, Appendix ACLASS I EXCAVATION15CUYD
8BM010B2, BR100a204Part V, Appendix ACLASS II EXCAVATION15CUYD
9BM010B1, BM010RCB,BM020B1, BR025a, BR100a204Part V, Appendix ACLASS III EXCAVATION15CUYD
10—204Part V, Appendix AFOUNDATION STABILIZATION15CUYD
11204Part V, Appendix AConcrete for Seal Course8CUYD
12CCI204Part V, Appendix AGRANULAR BACKFILL5CUYD
13CCI204Part V, Appendix AGRANULAR BACKFILL (WINGWALLS)5CUYD
14—205Part V, Appendix ACOMMON EXCAVATION (RURAL SMALL)75CUYD
15—205Part V, Appendix ACOMMON EXCAVATION (UNSUITABLE)75CUYD
16—205Part V, Appendix ACOMPACTION OF EARTHWORK (TYPE AA) (MR-5-5)75CUYD
17CCI205Part V, Appendix ACOMPACTION OF EARTHWORK (TYPE A) (MR-90)75CUYD
18—205Part V, Appendix ACOMPACTION OF EARTHWORK (TYPE B) (MR-90)75CUYD
19—205Part V, Appendix AEMBANKMENT75CUYD
20—205Part V, 5.2.4(3.2)ROCK EXCAVATION8CUYD
21—300Part V, Appendix ADRAINABLE BASE (UNBOUND) ( 4")300SQYD
22305Part V, 5.2.4(3.2)AGGREGATE BASE (SPECIAL) (RAP 100%) (4")(Install Only)300SQYD
23305Part V, 5.2.4(3.2)AGGREGATE BASE (SPECIAL) (RAP 100%) (6")(Install Only)300SQYD
24305Part V, 5.2.4(3.2)AGGREGATE BASE (SPECIAL) (RAP 100%) (8")(Install Only)300SQYD
25—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 3")300SQYD
26—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 4")300SQYD
27—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 5")300SQYD
28—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 6")300SQYD
29—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 7")300SQYD
30—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 8")300SQYD
31—305Part V, Appendix AAGGREGATE BASE (AB-3) ( 9")300SQYD
32—305Part V, Appendix AAGGREGATE BASE (AB-3) (10")300SQYD
33—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 4")300SQYD
34—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 5")300SQYD
35—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 6")300SQYD
36—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 7")300SQYD
37—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 8")300SQYD
38—305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 9")300SQYD
39—307Part V, Appendix AGRANULAR BASE ( 3")300SQYD
40—307Part V, Appendix AGRANULAR BASE ( 4")300SQYD
41—307Part V, Appendix AGRANULAR BASE ( 5")300SQYD
42—307Part V, Appendix AGRANULAR BASE ( 6")300SQYD
43—307Part V, Appendix AGRANULAR BASE ( 7")300SQYD
44—307Part V, Appendix AGRANULAR BASE ( 8")300SQYD
45—308Part V, 5.2.4(3.2)GEOSYNTHETIC REINFORCEMENT (FOR BASE)300SQYD
46—501Part V, Appendix BCONCRETE PVMT ( 6" UNIFORM) (AE) (PLAIN)150SQYD
47—501Part V, Appendix BCONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)150SQYD
48—501Part V, Appendix BCONCRETE PVMT ( 9" UNIFORM) (AE) (PLAIN)150SQYD
49—501Part V, Appendix BCONCRETE PVMT (12" UNIFORM) (AE) (NRDJ)150SQYD
50—501Part V, Appendix BCONCRETE PVMT (12" UNIFORM) (AE) (PLAIN)150SQYD
51—501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT ( 6" UNIFORM) (AE) (PLAIN)150SQYD
52—501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)150SQYD
53—501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (PLAIN)150SQYD
54—501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(PLAIN)150SQYD
55501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(NRDJ)150SQYD
56—501Part V, Appendix BCONCRETE CORE (SET PRICE)1EACH
57—602Part V, Appendix BASPHALT CORE (SET PRICE)1EACH
58—602Part V, Appendix BEMULSIFIED ASPHALT225SQYD
59602Part V, Appendix BHMA BASE (SR-12.5A) (PG 70-28)105TON
60602Part V, Appendix BHMA SURFACE (SR-12.5A) (PG 70-28)105TON
61608Part V, Appendix AMANIPULATION (CHIP SEALS)500SQYD
62609Part V, Appendix AMANIPULATION (S.A.S.T.)500SQYD
63610Part V, Appendix AMANIPULATION (D.A.S.T.)500SQYD
64—611Part V, Appendix AHMA Commercial Grade (Class A)105TON
65—611Part V, Appendix AHMA Commercial Grade (Class A)(Patching)45TON
66—612Part V, 5.2.4(3.2)MILLING (Asphalt) (2")(Transport to Camp Funston)225SQYD
67—612Part V, 5.2.4(3.2)MILLING (Asphalt) (3")(Transport to Camp Funston)150SQYD
68—612Part V, 5.2.4(3.2)MILLING (Asphalt) (4")(Transport to Camp Funston)105SQYD
69—615Part V, 5.2.4(3.2)SAW AND SEAL JOINT (HMA)750LNFT
70703Part V, 5.2.4(3.2)CORE HOLE (INVESTIGATIVE)50LNFT
71—710Part V, Appendix ACONCRETE (GRADE 4.0)8CUYD
72—710Part V, Appendix ACONCRETE (GRADE 3.0) (AE)15CUYD
73CCI710Part V, 5.2.4(3.2)BRIDGE DECK GROOVING25SQYD
74—711Part V, Appendix AREINFORCING STEEL (GRADE 60)300LBS.
75—711Part V, Appendix AREINFORCING STEEL (GRADE 60) (EPOXY COATED)300LBS.
76CCI711Part V, Appendix AREINFORCING STEEL (REPAIR)(GRADE 60) (EPOXY)50LBS.
77CCI711Part V, Appendix AREINFORCING STEEL (REPAIR)(GRADE 60)50LBS.
78CCI717Part V, Appendix APORTLAND CEMENT CONCRETE OVERLAY (1.5")10SQYD
79CCI717Part V, Appendix APORTLAND CEMENT CONCRETE OVERLAY (1.75")10SQYD
80CCI717Part V, Appendix APORTLAND CEMENT CONCRETE OVERLAY (2.0")10SQYD
81719Part V, 5.2.4(3.2)EXPANSION JOINT (MEMBRANE SEALANT)50LNFT
82CCI719Part V, 5.2.4(3.2)EXPANSION JOINT (STRIP SEAL ASSEMBLY)10LNFT
83—721Part V, 5.2.4(3.2)HANDRAIL (METAL) (3'- 6")15LNFT
84CCI723Part V, 5.2.4(3.2)SUBSTRUCTURE WATERPROOFING MEMBRANE10SQYD
85CCI724Part V, 5.2.4(3.2)BRIDGE BACKWALL PROTECTION SYSTEM10SQYD
86CCI725Part V, 5.2.4(3.2)ABUTMENT STRIP DRAIN10SQYD
87CCI726Part V, 5.2.4(3.2)CONCRETE MASONRY COATING10SQYD
88CCI728Part V, 5.2.4(3.2)BRIDGE CURB REPAIR10LNFT
89CCI729Part V, Appendix AMULTI-LAYER POLYMER CONCRETE OVERLAY20SQYD
90—730Part V, 5.2.4(3.2)EPOXY RESIN CRACK REPAIR150LNFT
91CCI731Part V, 5.2.4(3.2)AREA PREPARED FOR PATCHING5SQYD
92CCI731Part V, 5.2.4(3.2)AREA PREPARED FOR PATCHING (FULL DEPTH)5SQYD
93CCI731Part V, 5.2.4(3.2)AREA PREPARED FOR PATCHING (POURED WITH OVERLAY)5SQYD
94CCI732Part V, 5.2.4(3.2)MACHINE PREPARATION (1.5")10SQYD
95CCI732Part V, 5.2.4(3.2)MACHINE PREPARATION (1.75")10SQYD
96CCI732Part V, 5.2.4(3.2)MACHINE PREPARATION (2.0")10SQYD
97CCI739Part V, Appendix ASLURRY POLYMER CONCRETE OVERLAY (1.5")10SQYD
98CCI739Part V, Appendix ASLURRY POLYMER CONCRETE OVERLAY (1.75")10SQYD
99CCI739Part V, Appendix ASLURRY POLYMER CONCRETE OVERLAY (2.0")10SQYD
100740Part V, Appendix ASINGLE-LAYER POLYMER CONCRETE OVERLAY250SQYD
101800Part V, 5.2.4(3.2)POLYURETHANE (MUDJACKING)50LBS
102800Part V, 5.2.4(3.2)SIMULATED STONE MASONRY STAIN20SQYD
103CCI802Std. Spec 802BENCHMARK MONUMENT (CONCRETE CYLINDER)1EACH
104CCI802Std. Spec 802CONCTRACTOR CONSTRUCTION STAKING (GENERAL, Std. Spec. 802.3c(2))200SQYD
105CCI802Std. Spec 802CONCTRACTOR CONSTRUCTION STAKING (BRIDGE, Std. Spec. 802.3c(3))10SQYD
106—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (BLACK) ( 6")4500LNFT
107—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 4")4500LNFT
108—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 6")4500LNFT
109—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 8")4500LNFT
110—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) (12")4500LNFT
111—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) (24")4500LNFT
112—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 4")4500LNFT
113—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 6")4500LNFT
114—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 8")4500LNFT
115—806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (YELLOW) (12")4500LNFT
116—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (AHEAD)8EACH
117—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (BICYCLE)8EACH
118—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (EXIT)8EACH
119—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (HANDICAP)8EACH
120—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LEFT ARROW)8EACH
121—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LT & RT)8EACH
122—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (ONLY)8EACH
123—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT ARROW)8EACH
124—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT-LT-THRU)8EACH
125—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SCHOOL)8EACH
126—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SHARROW)8EACH
127—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (STOP)8EACH
128—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (THRU ARROW)8EACH
129—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (U-TURN)8EACH
130—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (X-ING)8EACH
131—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (YIELD)8EACH
132—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) THRU-LT ARROW8EACH
133—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) THRU-RT ARROW8EACH
134—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE)(RAILROAD XING)8EACH
135—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE)(WHITE)MERGE LEFT ARROW8EACH
136—806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE)(WHITE)MERGE RIGHT ARROW8EACH
137807Std. Spec 807PAVEMENT MARKING (PAINT) (BLACK) ( 6")4500LNFT
138807Std. Spec 807PAVEMENT MARKING (PAINT) (WHITE) ( 4")4500LNFT
139807Std. Spec 807PAVEMENT MARKING (PAINT) (WHITE) ( 8")4500LNFT
140807Std. Spec 807PAVEMENT MARKING (PAINT) (WHITE) ( 6")4500LNFT
141807Std. Spec 807PAVEMENT MARKING (PAINT) (WHITE) (12")4500LNFT
142807Std. Spec 807PAVEMENT MARKING (PAINT) (WHITE) (24")4500LNFT
143807Std. Spec 807PAVEMENT MARKING (PAINT) (YELLOW) ( 4")4500LNFT
144807Std. Spec 807PAVEMENT MARKING (PAINT) (YELLOW) ( 6")4500LNFT
145807Std. Spec 807PAVEMENT MARKING (PAINT) (YELLOW) (8")4500LNFT
146807Std. Spec 807PAVEMENT MARKING (PAINT) (YELLOW) (12")4500LNFT
147807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (AHEAD)8EACH
148807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (BICYCLE)8EACH
149807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (EXIT)8EACH
150807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (HANDICAP)8EACH
151807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (LEFT ARROW)8EACH
152807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (LT & RT)8EACH
153807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (ONLY)8EACH
154807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (RT ARROW)8EACH
155807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (RT-LT-THRU)8EACH
156807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (SCHOOL)8EACH
157807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (SHARROW)8EACH
158807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (STOP)8EACH
159807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (THRU ARROW)8EACH
160807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (U-TURN)8EACH
161807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (X-ING)8EACH
162807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (YIELD)8EACH
163807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (THRU-LT ARROW)8EACH
164807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (THRU-RT ARROW)8EACH
165807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (RAILROAD XING)8EACH
166807Std. Spec 807PVMT MRK SYM (PAINT)(WHITE) (MERGE LEFT ARROW)8EACH
167807Std. Spec 807PVMT MRK SYM (PAINT)(WHITE) (MERGE RIGHT ARROW)8EACH
168—808Part V, 5.2.4(3.2)PVMT MARKING REMOVAL1500LNFT
169—809Part V, 5.2.4(3.2)CONCRETE SAFETY BARRIER (TYPE IV)105LNFT
170—812Part V, 5.2.4(3.2)SIGN (FLAT SHEET) (HIGH PERFORMANCE)24SQFT
171—812Part V, 5.2.4(3.2)SIGN (OVERLAY) (HIGH PERFORMANCE)30SQFT
172—812Part V, 5.2.4(3.2)SIGN (REINFORCED PANEL) (HIGH PERFORMANCE)8SQFT
173—812Part V, 5.2.4(3.2)SIGN POST (1-3/4" PERFORATED SQUARE STEEL TUBE)15LNFT
174—812Part V, 5.2.4(3.2)SIGN POST (2" PERFORATED SQUARE STEEL TUBE)15LNFT
175—812Part V, 5.2.4(3.2)SIGN POST (2-1/2" PERFORATED SQUARE STEEL TUBE)15LNFT
176—812Part V, 5.2.4(3.2)SIGN POST (2-1/4" PERFORATED SQUARE STEEL TUBE)15LNFT
177—812Part V, 5.2.4(3.2)SIGN POST FOOTING ( 1-3/4" PERFORATED SQUARE STEEL TUBE)2EACH
178—812Part V, 5.2.4(3.2)SIGN POST FOOTING ( 2" PERFORATED SQUARE STEEL TUBE)2EACH
179—812Part V, 5.2.4(3.2)SIGN POST FOOTING ( 2-1/2" PERFORATED SQUARE STEEL TUBE)2EACH
180—812Part V, 5.2.4(3.2)SIGN POST FOOTING ( 2-1/4" PERFORATED SQUARE STEEL TUBE)2EACH
181—814Part V, 5.2.4(3.2)LOOP DETECTOR REPLACEMENT8LNFT
182—814Part V, 5.2.4(3.2)VIDEO DETECTION SYSTEM (4 Leg Intersection)1EACH
183—815Part V, Appendix AINLET (GUTTER) (H=3.25')(KDOT Std. RD634)1EACH
184815Part V, Appendix AINLET (MANHOLE) (SPECIAL)(5.5'x5.5'x5.5')(KDOT Std. RD648)1EACH
185—815Part V, Appendix AINLET (TYPE 22 CURB)(5.5'x5.5'x5.5')(KDOT Std. RD 646)1EACH
186—815Part V, Appendix AINLET (TYPE I DITCH)(KDOT Std. RD631)1EACH
187—815Part V, Appendix AINLET (TYPE II DITCH)(KDOT Std. RD631)1EACH
188—815Part V, Appendix AMANHOLE (TYPE II)(D=6')(H=6.5')(KDOT Std. RD 629)1EACH
189—816Part V, 5.2.4(3.2)ADJUSTMENT OF METER BOX (WATER)1EACH
190—816Part V, 5.2.4(3.2)ADJUSTMENT OF VALVE BOX (GAS)1EACH
191—816Part V, 5.2.4(3.2)ADJUSTMENT OF VALVE BOX (WATER)1EACH
192—816Part V, Appendix AADJUSTMENT OF CATCH BASINS1EACH
193—816Part V, Appendix AADJUSTMENT OF CURB INLETS1EACH
194—816Part V, Appendix AADJUSTMENT OF MANHOLES1EACH
195816Part V, 5.2.4(3.2)Structural Steel15LBS
196816Part V, 5.2.4(3.2)Cast Iron15LBS
197816Part V, 5.2.4(3.2)Cast Steel15LBS
198—817Part V, Appendix ACROSS ROAD PIPE ( 12") (CSP)30LNFT
199—817Part V, Appendix ACROSS ROAD PIPE ( 12") (RCP)30LNFT
200—817Part V, Appendix ACROSS ROAD PIPE ( 15") (CSP)30LNFT
201—817Part V, Appendix ACROSS ROAD PIPE ( 15") (RCP)30LNFT
202—817Part V, Appendix ACROSS ROAD PIPE ( 18") (CSP)30LNFT
203—817Part V, Appendix ACROSS ROAD PIPE ( 18") (RCP)30LNFT
204—817Part V, Appendix ACROSS ROAD PIPE ( 24") (CSP)30LNFT
205—817Part V, Appendix ACROSS ROAD PIPE ( 24") (RCP)30LNFT
206—817Part V, Appendix ACROSS ROAD PIPE ( 30") (CSP)27LNFT
207—817Part V, Appendix ACROSS ROAD PIPE ( 30") (RCP)27LNFT
208—817Part V, Appendix ACROSS ROAD PIPE ( 36") (CSP)27LNFT
209—817Part V, Appendix ACROSS ROAD PIPE ( 36") (RCP)27LNFT
210—817Part V, Appendix ACROSS ROAD PIPE ( 42") (CSP)23LNFT
211—817Part V, Appendix ACROSS ROAD PIPE ( 42") (RCP)23LNFT
212—817Part V, Appendix ACROSS ROAD PIPE ( 48") (CSP)23LNFT
213—817Part V, Appendix ACROSS ROAD PIPE ( 48") (RCP)23LNFT
214—817Part V, Appendix ACROSS ROAD PIPE ( 54") (CSP)19LNFT
215—817Part V, Appendix ACROSS ROAD PIPE ( 54") (RCP)19LNFT
216—817Part V, Appendix ACROSS ROAD PIPE ( 60") (CSP)19LNFT
217—817Part V, Appendix ACROSS ROAD PIPE ( 60") (RCP)19LNFT
218—817Part V, Appendix ACROSS ROAD PIPE ( 72") (CSP)15LNFT
219—817Part V, Appendix ACROSS ROAD PIPE ( 72") (RCP)15LNFT
220—817Part V, Appendix AEND SECTION ( 12") (CS)1EACH
221—817Part V, Appendix AEND SECTION ( 12") (RC)1EACH
222—817Part V, Appendix AEND SECTION ( 15") (CS)1EACH
223—817Part V, Appendix AEND SECTION ( 15") (RC)1EACH
224—817Part V, Appendix AEND SECTION ( 18") (CS)1EACH
225—817Part V, Appendix AEND SECTION ( 18") (RC)1EACH
226—817Part V, Appendix AEND SECTION ( 24") (CS)1EACH
227—817Part V, Appendix AEND SECTION ( 24") (RC)1EACH
228—817Part V, Appendix AEND SECTION ( 30") (CS)1EACH
229—817Part V, Appendix AEND SECTION ( 30") (RC)1EACH
230—817Part V, Appendix AEND SECTION ( 36") (CS)1EACH
231—817Part V, Appendix AEND SECTION ( 36") (RC)1EACH
232—817Part V, Appendix AEND SECTION ( 42") (CS)1EACH
233—817Part V, Appendix AEND SECTION ( 42") (RC)1EACH
234—817Part V, Appendix AEND SECTION ( 48") (CS)1EACH
235—817Part V, Appendix AEND SECTION ( 48") (RC)1EACH
236—817Part V, Appendix AEND SECTION ( 54") (CS)1EACH
237—817Part V, Appendix AEND SECTION ( 54") (RC)1EACH
238—817Part V, Appendix AEND SECTION ( 60") (RC)1EACH
239—817Part V, Appendix AEND SECTION ( 72") (RC)1EACH
240817Part V, Appendix AENTRANCE PIPE ( 12") (RCP)30LNFT
241817Part V, Appendix AENTRANCE PIPE ( 12") (CSP)30LNFT
242817Part V, Appendix AENTRANCE PIPE ( 15") (RCP)30LNFT
243817Part V, Appendix AENTRANCE PIPE ( 15") (CSP)30LNFT
244817Part V, Appendix AENTRANCE PIPE ( 18") (RCP)30LNFT
245817Part V, Appendix AENTRANCE PIPE ( 18") (CSP)30LNFT
246817Part V, Appendix AENTRANCE PIPE ( 24") (RCP)30LNFT
247817Part V, Appendix AENTRANCE PIPE ( 24") (CSP)30LNFT
248817Part V, Appendix AENTRANCE PIPE ( 30") (RCP)30LNFT
249817Part V, Appendix AENTRANCE PIPE ( 30") (CSP)30LNFT
250817Part V, Appendix AEROSION PIPE ( 12") (CSP)20LNFT
251817Part V, Appendix AEROSION PIPE ( 15") (CSP)20LNFT
252817Part V, Appendix AEROSION PIPE ( 18") (CSP)20LNFT
253817Part V, Appendix AEROSION PIPE ( 24") (CSP)20LNFT
254817Part V, Appendix AEROSION PIPE ( 36") (CSP)20LNFT
255CCI817Part V, Appendix ALINER PIPE (12")(KDOT Std. Spec. Special Provision 15-PS0007)10LNFT
256CCI817Part V, Appendix ALINER PIPE (15")(KDOT Std. Spec. Special Provision 15-PS0007)10LNFT
257CCI817Part V, Appendix ALINER PIPE (18")(KDOT Std. Spec. Special Provision 15-PS0007)10LNFT
258CCI817Part V, Appendix ALINER PIPE (24")(KDOT Std. Spec. Special Provision 15-PS0007)10LNFT
259CCI817Part V, Appendix ALINER PIPE (30")(KDOT Std. Spec. Special Provision 15-PS0007)10LNFT
260CCI817Part V, Appendix ALINER PIPE (36")(KDOT Std. Spec. Special Provision 15-PS0007)10LNFT
261CCI817Part V, Appendix ALINER PIPE (42")(KDOT Std. Spec. Special Provision 15-PS0007)10LNFT
262CCI817Part V, Appendix ALINER PIPE (48")(KDOT Std. Spec. Special Provision 15-PS0007)10LNFT
263CCI817Part V, Appendix ALINER PIPE (54")(KDOT Std. Spec. Special Provision 15-PS0007)10LNFT
264CCI817Part V, Appendix ALINER PIPE (60")(KDOT Std. Spec. Special Provision 15-PS0007)10LNFT
265817Part V, Appendix ASTORM SEWER ( 12") (RCP)20LNFT
266817Part V, Appendix ASTORM SEWER ( 15") (RCP)20LNFT
267817Part V, Appendix ASTORM SEWER ( 18") (RCP)20LNFT
268817Part V, Appendix ASTORM SEWER ( 24") (RCP)20LNFT
269817Part V, Appendix ASTORM SEWER ( 30") (RCP)20LNFT
270817Part V, Appendix ASTORM SEWER ( 36") (RCP)20LNFT
271817Part V, Appendix ASTORM SEWER ( 42") (RCP)15LNFT
272817Part V, Appendix ASTORM SEWER ( 48") (RCP)15LNFT
273817Part V, Appendix ASTORM SEWER ( 54") (RCP)15LNFT
274817Part V, Appendix ASTORM SEWER ( 60") (RCP)15LNFT
275CCI819Part V, 5.2.4(3.2)CROSS ROAD PIPE ( 18") (RCP) (BORED, JACKED OR TUNNELED)5LNFT
276CCI819Part V, 5.2.4(3.2)CROSS ROAD PIPE ( 24") (RCP) (BORED, JACKED OR TUNNELED)5LNFT
277CCI819Part V, 5.2.4(3.2)CROSS ROAD PIPE ( 36") (RCP) (BORED, JACKED OR TUNNELED)5LNFT
278—820Part V, 5.2.4(3.2)FLUME INLET (CONCRETE)1EACH
279—820Part V, 5.2.4(3.2)SLOPE DRAIN (CONCRETE)12LNFT
280—822Part V, Appendix A4" PIPE UNDERDRAINS (H)23LNFT
281—822Part V, Appendix A4" PIPE UNDERDRAINS (K)23LNFT
282—824Part V, Appendix ASIDEWALK CONSTRUCTION ( 4") (AE)45SQYD
283—824Part V, Appendix ASIDEWALK CONSTRUCTION ( 6") (AE)45SQYD
284—824Part V, Appendix ASIDEWALK RAMP3SQYD
285—824Part V, Appendix ASIDEWALK RAMP (DETECTABLE WARNING)3SQYD
286—825Part V, Appendix ACURB AND GUTTER, COMBINED (AE)105LNFT
287—826Part V, Appendix ACONCRETE SURFACE REPAIR38SQFT
288—827Part V, 5.2.4(3.2)GUARDRAIL END TERMINAL (MGS-SKT)1EACH
289—827Part V, 5.2.4(3.2)GUARDRAIL END TERMINAL (MGS-SRT)1EACH
290—827Part V, 5.2.4(3.2)GUARDRAIL END TERMINAL (SKT)1EACH
291—827Part V, 5.2.4(3.2)GUARDRAIL END TERMINAL (SRT)1EACH
292—827Part V, 5.2.4(3.2)GUARDRAIL POSTS12EACH
293—827Part V, 5.2.4(3.2)GUARDRAIL, REMOVAL OF STEEL PLATE150LNFT
294—827Part V, 5.2.4(3.2)GUARDRAIL, STEEL PLATE75LNFT
295—827Part V, 5.2.4(3.2)GUARDRAIL, STEEL PLATE (MGS)75LNFT
296CCI827Part V, 5.2.4(3.2)GUARDRAIL, THRIE BEAM (KDOT Std. Sht. RD613)10LNFT
297CCI827Part V, 5.2.4(3.2)GUARDRAIL, THRIE BEAM (MGS) (KDOT Std. Sht. RD613a)10LNFT
298—828Part V, 5.2.4(3.2)Gate (FE6-84-Slide-RA-16) (USACE Std. Sht.)1EACH
299—828Part V, 5.2.4(3.2)Gate (FE6-84-DO-RA-24) (USACE Std. 872-90-09)1EACH
300—828Part V, 5.2.4(3.2)Gate (FE6-84-SO-RA-5) (USACE Std.872-90-09)1EACH
301—828Part V, 5.2.4(3.2)Fence (Type FE6-TR-84) (USACE Std. 872-92-03)150LNFT
302—828Part V, 5.2.4(3.2)Fence Removal -(Remove Chain Link Fencing & Gate)225LNFT
303—830Part V, Appendix ABEDDING FOR SLOPE PROTECTION105CUYD
304—830Part V, Appendix AGEOTEXTILE FABRIC75SQYD
305—830Part V, Appendix ASLOPE PROTECTION (RIPRAP STONE)75CUYD
306—830Part V, Appendix ASLOPE PROTECTION (SHOT ROCK)75CUYD
307—831Part V, Appendix ACONCRETE BACKSLOPE DITCH LINING105SQYD
308—831Part V, Appendix ACONCRETE DITCH LINING30SQYD
309833Part V, 5.2.4(3.2)ASPHALT PAVEMENT PATCHING OF PCCP45TON
310833Part V, 5.2.4(3.2)EXTRA WORK SAW CUTS30LNFT
311833Part V, 5.2.4(3.2)PCCP EDGE JOINT PATCHING (FULL DEPTH)15SQYD
312833Part V, 5.2.4(3.2)PCCP EDGE JOINT PATCHING (PARTIAL DEPTH)15SQYD
313833Part V, 5.2.4(3.2)PCCP JOINT AND CRACK PATCHING (FULL DEPTH)15SQYD
314833Part V, 5.2.4(3.2)PCCP JOINT AND CRACK PATCHING (PARTIAL DEPTH)15SQYD
315833Part V, 5.2.4(3.2)PCCP PATCHING (FULL DEPTH) ( 6") (SOUND)15SQYD
316833Part V, 5.2.4(3.2)PCCP PATCHING (FULL DEPTH) ( 9") (SOUND)15SQYD
317833Part V, 5.2.4(3.2)PCCP PATCHING (FULL DEPTH) (12") (SOUND)15SQYD
318—835Part V, 5.2.4(3.2)SEALING ASPHALT CRACKS (>1/2" <2.0")750LNFT
319—835Part V, 5.2.4(3.2)SEALING ASPHALT CRACKS (>1/8" <=1/2")1500LNFT
320—835Part V, 5.2.4(3.2)SEALING LONGITUDINAL ASPHALT SHOULDER JOINT1500LNFT
321—835Part V, 5.2.4(3.2)SEALING PCCP CRACKS (>1/8" <2.0")750LNFT
322—835Part V, 5.2.4(3.2)SEALING PCCP JOINTS (LONGITUDINAL)750LNFT
323—835Part V, 5.2.4(3.2)SEALING PCCP JOINTS (TRANSVERSE)750LNFT
324—835Part V, 5.2.4(3.2)SEALING SPALLED PCCP JOINTS & CRACKS (>2.0" <=3.0")750LNFT
325—835Part V, 5.2.4(3.2)SEALING SPALLED PCCP JOINTS & CRACKS TY A OR B(>2.0" <=3.0")750LNFT
326837Part V, 5.2.4(3.2)Pavement Edge Wedge (Millings)(Install Only)45TON
327837Part V, 5.2.4(3.2)Pavement Edge Wedge (Rock)60TON
328CCI838Part V, 5.2.4(3.2)GRINDING CONCRETE SURFACE20SQYD
329840Part V, 5.2.4(3.2)Temporary Surfacing Material (HMA)30TON
330—842Part V, 5.2.4(3.2)DRILLING AND GROUTING15EACH
331—843Part V, 5.2.4(3.2)FLOWABLE FILL (HIGH STRENGTH)30CUYD
332—843Part V, 5.2.4(3.2)FLOWABLE FILL (LOW STRENGTH)30CUYD
333—849Part V, 5.2.4(3.2)GEOMEMBRANE75SQYD
334—850Part V, 5.2.4(3.2)SEPARATION GEOTEXTILE75SQYD
335CCI851Part V, 5.2.4(3.2)PAVEMENT WATERPROOFING MEMBRANE20SQYD
336852Part V, 5.2.4(3.2)PAVING FABRIC150SQYD
337—853Part V, 5.2.4(3.2)RETAINING WALL (MBW)15SQFT
338854Part V, 5.2.4(3.2)LANDSCAPE RETAINING WALL15SQFT
339855Part V, 5.2.4(3.2)PAVING BRICK15SQYD
340—856Part V, 5.2.4(3.2)CONCRETE PARKING BLOCK3EACH
341CCI858Part V, 5.2.4(3.2)BRIDGE APPROACH SLAB FOOTING10CUYD
342—901KDHE PermitErosion Control KDHE Stormwater Permit for Task Orders > 1 Acre Site1EACH
343—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 1) (TYPE C)75SQYD
344—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 1) (TYPE D)75SQYD
345—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 2) (TYPE E)75SQYD
346—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 2) (TYPE F)75SQYD
347—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 2) (TYPE G)75SQYD
348—902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 2) (TYPE H)75SQYD
349—902Part V, 5.2.4(3.2)GEOTEXTILE (EROSION CONTROL)75SQYD
350—902Part V, 5.2.4(3.2)SILT FENCE150LNFT
351—902Part V, 5.2.4(3.2)TEMPORARY BERM (SET PRICE)15LNFT
352—902Part V, 5.2.4(3.2)TEMPORARY DITCH CHECK (BIODEGRADABLE LOG) (20")75LNFT
353—902Part V, 5.2.4(3.2)TEMPORARY INLET SEDIMENT BARRIER1EACH
354—903Part V, 5.2.4(3.2)Seed (Urban Mix)(KDOT Dist. 1 Seed Mix)(Mulch 2 tons/Acre)(Tack 900 lbs/Acre)1500KSQFT
355—903Part V, 5.2.4(3.2)Seed (Permanent Mix)(KDOT Dist. 1 Seed Mix)(Mulch 2 tons/Acre)(Tack 900 lbs/Acre)1500KSQFT
356—903Part V, 5.2.4(3.2)Seed (Temporary Mix)(KDOT Dist. 1 Seed Mix)(Mulch 2 tons/Acre)(Tack 900 lbs/Acre)1500KSQFT
357—905Part V, 5.2.4(3.2)MULCHING (HYDRO)1500SQYD
358—906Part V, 5.2.4(3.2)SOD (BUFFALO GRASS AND BLUE GRAMA BLEND) (STRIPS)105SQYD
359—906Part V, 5.2.4(3.2)SOD (FESCUE) (STRIPS)105SQYD
360—906Part V, 5.2.4(3.2)TOPSOIL75CUYD
361908Part V, 5.2.4(3.2)Deciduous Tree (1.25" to 2" Caliper)1EACH
362908Part V, 5.2.4(3.2)Evergreen Tree (less than 1.25" Caliper)1EACH
363—913Part V, Appendix AWater System -Relocate Fire Hydrant & Valve up to 20-ft distance1EACH
3641108Part V, Appendix ACOVER MATERIAL (CM-L-2)75CUYD
3651108Part V, Appendix ACOVER MATERIAL (CM-A)75CUYD
366CMAMI1204Part V, Appendix ACUTBACK ASPHALT (Type and Grade from KDOT PQL)(SEAL)100TON
367CMAMI1204Part V, Appendix ACUTBACK ASPHALT (Type and Grade from KDOT PQL)(PRIME)100TON
368CMAMI1203Part V, Appendix AEMULSIFIED ASPHALT (Type and Grade from KDOT PQL) (SEAL)100TON
369CMAMI1203Part V, Appendix AEMULSIFIED ASPHALT (Type and Grade from KDOT PQL)(PRIME)100TON
370CMAMI1206Part V, Appendix AASPHALT CEMENT (Type and Grade from KDOT PQL)(SEAL)100TON
371CMAMI1206Part V, Appendix AASPHALT CEMENT (Type and Grade from KDOT PQL)(PRIME)100TON

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