W911RX-18-B-0003_Ft_Riley_Exhibit_A__Bid_form_Amended_9APR18.xlsx

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FT. Riley Road Maintenance
Solicitation number
W911RX-18-B-0003
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Revised Bid Form (as of 09APR18)

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Total

FY18-22 ROADS CONTRACT TOTAL COST ESTIMATE

Contract YearFiscal YearCLINContract Total Estimated Cost
Base Year20180001 All Lines$0.00
Bond EST$0.00Bonding Cost Estimate is derived by multiplying CLINS 0001 and 0002 by 0.005. Calculation applies to all Option Years as well.
0001 Total$0.00Insert this total on CLIN 0001 in Section B of the 1442
0002$0.00Insert this total on CLIN 0002 in Section B of the 1442
Base Year Subtotal :$0.00
Option Year 120191001 All Lines$0.00
Bond EST$0.00
1001 Total$0.00Insert this total on CLIN 1001 in Section B of the 1442
1002$0.00Insert this total on CLIN 1002 in Section B of the 1442
Option Year 1 Subtotal:$0.00
Option Year 220202001 All Lines$0.00
Bond EST$0.00
2001 Total$0.00Insert this total on CLIN 2001 in Section B of the 1442
2002$0.00Insert this total on CLIN 2002 in Section B of the 1442
Option Year 2 Subtotal:$0.00
Option Year 320213001 All Lines$0.00
Bond EST$0.00
3001 Total$0.00Insert this total on CLIN 3001 in Section B of the 1442
3002$0.00Insert this total on CLIN 3002 in Section B of the 1442
Option Year 3 Subtotal:$0.00
Option Year 420224001 All Lines$0.00
Bond EST$0.00
4001 Total$0.00Insert this total on CLIN 4001 in Section B of the 1442
4002$0.00Insert this total on CLIN 4002 in Section B of the 1442
Option Year 4 Subtotal:$0.00
Contract Total$0.00

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

BaseYear

AMENDED 9APR18Base Year
FY18 ROADS CONTRACT TASK ORDER (CLIN 0001)
PROJECT TITLE:Total Ordered Cost (CLIN 0001):$ - 0
PROJECT NUMBER:Bonding 0.5%(Estimated):$ - 0
PROJECT DESCRIPTION:Total Ordered Cost (CLIN 0002):$ - 0
Total No. of TO Days:Total Estimated Cost:$ - 0
Line No.EPAKDOT Spec.Verification or Acceptance TestsLong DescriptionOrdered QuantityUnitUnit PriceOrdered Cost
1CCI201Part V, 5.2.4(3.2)Clear & Grub -Tree Removal, Tree larger than 6" Diameter
50EACH$ - 0
2CCI201Part V, 5.2.4(3.2)Clear & Grub -Trees up to 6" Diameter
1000SQYD$ - 0
3CCI202Part V, 5.2.4(3.2)REMOVAL OF EXISTING STRUCTURES (RCP, CMP, and End Sections)25LNFT$ - 0
4CCI202Part V, 5.2.4(3.2)REMOVAL OF EXISTING STRUCTURES (RCB, Manholes, Area Inlets)15CUYD$ - 0
5CCI202Part V, 5.2.4(3.2)REMOVAL OF EXISTING STRUCTURES (Bridge Superstructure)(Category B Demo)10CUYD$ - 0
6CCI202Part V, 5.2.4(3.2)REMOVAL OF EXISTING STRUCTURES (Bridge Substructure)(Category B Demo)10CUYD$ - 0
7CCI204Part V, Appendix ACLASS I EXCAVATION25CUYD$ - 0
8CCI204Part V, Appendix ACLASS II EXCAVATION25CUYD$ - 0
9CCI204Part V, Appendix ACLASS III EXCAVATION25CUYD$ - 0
10CCI204Part V, Appendix AFOUNDATION STABILIZATION25CUYD$ - 0
11CCI204Part V, Appendix AConcrete for Seal Course25CUYD$ - 0
12CCI204Part V, Appendix AGRANULAR BACKFILL5CUYD$ - 0
13CCI204Part V, Appendix AGRANULAR BACKFILL (WINGWALLS)5CUYD$ - 0
14CCI205Part V, Appendix ACOMMON EXCAVATION (RURAL SMALL)(VMF 0.8)1500CUYD$ - 0
15CCI205Part V, Appendix ACOMMON EXCAVATION (UNSUITABLE)250CUYD$ - 0
16CCI205Part V, 5.2.4(3.2)COMMON EXCAVATION SAW CUTS (Depth 5" or less)50LNFT$ - 0
17CCI205Part V, Appendix ACOMPACTION OF EARTHWORK (TYPE AA) (MR-5-5)1500CUYD$ - 0
18CCI205Part V, Appendix ACOMPACTION OF EARTHWORK (TYPE A) (MR-90)1500CUYD$ - 0
19CCI205Part V, Appendix ACOMPACTION OF EARTHWORK (TYPE B) (MR-90)1500CUYD$ - 0
20CCI205Part V, Appendix AEMBANKMENT500CUYD$ - 0
21CCI205Part V, 5.2.4(3.2)ROCK EXCAVATION (VMF 1.0)250CUYD$ - 0
22CCI205Part V, 5.2.4(3.2)ROCK EXCAVATION SAW CUTS (Depth 6" to 9")50LNFT$ - 0
23CCI205Part V, 5.2.4(3.2)ROCK EXCAVATION SAW CUTS (Depth 10" to 18")50LNFT$ - 0
24CCI300Part V, Appendix ADRAINABLE BASE (UNBOUND) ( 4")1000SQYD$ - 0
25CCI305Part V, 5.2.4(3.2)AGGREGATE BASE (SPECIAL) (RAP 100%) (4")(Install Only)250SQYD$ - 0
26CCI305Part V, 5.2.4(3.2)AGGREGATE BASE (SPECIAL) (RAP 100%) (6")(Install Only)250SQYD$ - 0
27CCI305Part V, 5.2.4(3.2)AGGREGATE BASE (SPECIAL) (RAP 100%) (8")(Install Only)250SQYD$ - 0
28CCI305Part V, Appendix AAGGREGATE BASE (AB-3) ( 3")50SQYD$ - 0
29CCI305Part V, Appendix AAGGREGATE BASE (AB-3) ( 4")2500SQYD$ - 0
30CCI305Part V, Appendix AAGGREGATE BASE (AB-3) ( 5")50SQYD$ - 0
31CCI305Part V, Appendix AAGGREGATE BASE (AB-3) ( 6")2500SQYD$ - 0
32CCI305Part V, Appendix AAGGREGATE BASE (AB-3) ( 7")50SQYD$ - 0
33CCI305Part V, Appendix AAGGREGATE BASE (AB-3) ( 8")50SQYD$ - 0
34CCI305Part V, Appendix AAGGREGATE BASE (AB-3) ( 9")50SQYD$ - 0
35CCI305Part V, Appendix AAGGREGATE BASE (AB-3) (10")50SQYD$ - 0
36CCI305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 4")2000SQYD$ - 0
37CCI305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 5")50SQYD$ - 0
38CCI305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 6")250SQYD$ - 0
39CCI305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 7")50SQYD$ - 0
40CCI305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 8")50SQYD$ - 0
41CCI305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 9")50SQYD$ - 0
42CCI307Part V, Appendix AGRANULAR BASE ( 3")50SQYD$ - 0
43CCI307Part V, Appendix AGRANULAR BASE ( 4")1000SQYD$ - 0
44CCI307Part V, Appendix AGRANULAR BASE ( 5")50SQYD$ - 0
45CCI307Part V, Appendix AGRANULAR BASE ( 6")500SQYD$ - 0
46CCI307Part V, Appendix AGRANULAR BASE ( 7")50SQYD$ - 0
47CCI307Part V, Appendix AGRANULAR BASE ( 8")50SQYD$ - 0
48CCI308Part V, 5.2.4(3.2)GEOSYNTHETIC REINFORCEMENT (FOR BASE)1000SQYD$ - 0
49CCI501Part V, Appendix BCONCRETE PVMT ( 6" UNIFORM) (AE)100SQYD$ - 0
50CCI501Part V, Appendix BCONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)50SQYD$ - 0
51CCI501Part V, Appendix BCONCRETE PVMT ( 9" UNIFORM) (AE)50SQYD$ - 0
52CCI501Part V, Appendix BCONCRETE PVMT (12" UNIFORM) (AE) (NRDJ)50SQYD$ - 0
53CCI501Part V, Appendix BCONCRETE PVMT (12" UNIFORM) (AE)50SQYD$ - 0
54CCI501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT ( 6" UNIFORM)(AE)50SQYD$ - 0
55CCI501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)50SQYD$ - 0
56CCI501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(NRDJ)50SQYD$ - 0
57CCI501Part V, Appendix BCONCRETE CORE10EACH$ - 0
58CCI501Part V, Appendix BQUALITY CONTROL TESTING (PCCP)50SQYD$ - 0
59CCI502Part V, Appendix ACONCRETE PVMT ( 6" UNIFORM) (AE)100SQYD$ - 0
60CCI502Part V, Appendix ACONCRETE PVMT ( 9" UNIFORM) (AE)50SQYD$ - 0
61CCI502Part V, Appendix ACONCRETE PVMT (12" UNIFORM) (AE)50SQYD$ - 0
62CCI602Part V, Appendix BASPHALT CORE10EACH$ - 0
63MCAMI602Part V, Appendix BEMULSIFIED ASPHALT200000SQYD$ - 0
64MCAMI602Part V, Appendix BHMA BASE (SR-12.5A) (PG 70-28)5000TON$ - 0
65MCAMI602Part V, Appendix BHMA SURFACE (SR-12.5A) (PG 70-28)5000TON$ - 0
66CCI602Part V, Appendix BQUALITY CONTROL TESTING (HMA)5000TON$ - 0
67CCI608Part V, Appendix AMANIPULATION (CHIP SEALS)100SQYD$ - 0
68CCI609Part V, Appendix AMANIPULATION (S.A.S.T.)10SQYD$ - 0
69CCI610Part V, Appendix AMANIPULATION (D.A.S.T.)10SQYD$ - 0
70MCAMI611Part V, Appendix AHMA Commercial Grade (Class A)19129TON$ - 0
71MCAMI611Part V, Appendix AHMA Commercial Grade (Class A)(Patching)200TON$ - 0
72CCI612Part V, 5.2.4(3.2)MILLING (Asphalt) (2")(Transport to Camp Funston)7500SQYD$ - 0
73CCI612Part V, 5.2.4(3.2)MILLING (Asphalt) (3")(Transport to Camp Funston)5000SQYD$ - 0
74CCI612Part V, 5.2.4(3.2)MILLING (Asphalt) (4")(Transport to Camp Funston)2500SQYD$ - 0
75MCAMI614Part V, 5.2.4(3.2)HMA-RCI (PG 70-28 RCI)1000TON$ - 0
76MCAMI615Part V, 5.2.4(3.2)SAW AND SEAL JOINT (HMA)100LNFT$ - 0
77CCI703Part V, 5.2.4(3.2)CORE HOLE (INVESTIGATIVE)25LNFT$ - 0
78CCI710Part V, Appendix ACONCRETE (GRADE 4.0)25CUYD$ - 0
79CCI710Part V, Appendix ACONCRETE (GRADE 3.0) (AE)50CUYD$ - 0
80CCI710Part V, 5.2.4(3.2)BRIDGE DECK GROOVING50SQYD$ - 0
81CCI711Part V, Appendix AREINFORCING STEEL (GRADE 60)2500LBS.$ - 0
82CCI711Part V, Appendix AREINFORCING STEEL (GRADE 60) (EPOXY)2500LBS.$ - 0
83CCI711Part V, Appendix AREINFORCING STEEL (REPAIR)(GRADE 60) (EPOXY)100LBS.$ - 0
84CCI711Part V, Appendix AREINFORCING STEEL (REPAIR)(GRADE 60)100LBS.$ - 0
85CCI717Part V, Appendix APORTLAND CEMENT CONCRETE OVERLAY (1.5")10SQYD$ - 0
86CCI717Part V, Appendix APORTLAND CEMENT CONCRETE OVERLAY (1.75")10SQYD$ - 0
87CCI717Part V, Appendix APORTLAND CEMENT CONCRETE OVERLAY (2.0")10SQYD$ - 0
88CCI719Part V, 5.2.4(3.2)EXPANSION JOINT (MEMBRANE SEALANT)25LNFT$ - 0
89CCI719Part V, 5.2.4(3.2)EXPANSION JOINT (STRIP SEAL ASSEMBLY)15LNFT$ - 0
90CCI721Part V, 5.2.4(3.2)HANDRAIL (METAL) (3'- 6")25LNFT$ - 0
91CCI723Part V, 5.2.4(3.2)SUBSTRUCTURE WATERPROOFING MEMBRANE10SQYD$ - 0
92CCI724Part V, 5.2.4(3.2)BRIDGE BACKWALL PROTECTION SYSTEM10SQYD$ - 0
93CCI725Part V, 5.2.4(3.2)ABUTMENT STRIP DRAIN10SQYD$ - 0
94CCI726Part V, 5.2.4(3.2)CONCRETE MASONRY COATING10SQYD$ - 0
95CCI728Part V, 5.2.4(3.2)BRIDGE CURB REPAIR25LNFT$ - 0
96CCI729Part V, Appendix AMULTI-LAYER POLYMER CONCRETE OVERLAY50SQYD$ - 0
97CCI730Part V, 5.2.4(3.2)EPOXY RESIN CRACK REPAIR50LNFT$ - 0
98CCI731Part V, 5.2.4(3.2)AREA PREPARED FOR PATCHING10SQYD$ - 0
99CCI731Part V, 5.2.4(3.2)AREA PREPARED FOR PATCHING (FULL DEPTH)10SQYD$ - 0
100CCI731Part V, 5.2.4(3.2)AREA PREPARED FOR PATCHING (POURED WITH OVERLAY)10SQYD$ - 0
101CCI731Part V, 5.2.4(3.2)PARTIAL DEPTH SAW CUTS (Depth 3" or less)50LNFT$ - 0
102CCI731Part V, 5.2.4(3.2)FULL DEPTH SAW CUTS (Depth 4" to 9")50LNFT$ - 0
103CCI731Part V, 5.2.4(3.2)FULL DEPTH SAW CUTS (Depth 10" to 18")50LNFT$ - 0
104CCI732Part V, 5.2.4(3.2)MACHINE PREPARATION (1.5")10SQYD$ - 0
105CCI732Part V, 5.2.4(3.2)MACHINE PREPARATION (1.75")10SQYD$ - 0
106CCI732Part V, 5.2.4(3.2)MACHINE PREPARATION (2.0")10SQYD$ - 0
107CCI739Part V, Appendix ASLURRY POLYMER CONCRETE OVERLAY (1.5")10SQYD$ - 0
108CCI739Part V, Appendix ASLURRY POLYMER CONCRETE OVERLAY (1.75")10SQYD$ - 0
109CCI739Part V, Appendix ASLURRY POLYMER CONCRETE OVERLAY (2.0")10SQYD$ - 0
110CCI739Part V, 5.2.4(3.2)PARTIAL DEPTH SAW CUTS (Depth 3" or less)50LNFT$ - 0
111CCI739Part V, 5.2.4(3.2)FULL DEPTH SAW CUTS (Depth 4" to 9")50LNFT$ - 0
112CCI740Part V, Appendix ASINGLE-LAYER POLYMER CONCRETE OVERLAY10SQYD$ - 0
113CCI800Part V, 5.2.4(3.2)POLYURETHANE (MUDJACKING)(KDOT Std. Spec. Sp. 15-PS0005R)25LBS$ - 0
114CCI800Part V, 5.2.4(3.2)SIMULATED STONE MASONRY STAIN25SQYD$ - 0
115CCI802Std. Spec 802BENCHMARK MONUMENT (CONCRETE CYLINDER)1EACH$ - 0
116CCI802Std. Spec 802CONCTRACTOR CONSTRUCTION STAKING (GENERAL, Std. Spec. 802.3c(2))2500SQYD$ - 0
117CCI802Std. Spec 802CONCTRACTOR CONSTRUCTION STAKING (BRIDGE, Std. Spec. 802.3c(3))50SQYD$ - 0
118CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup Per Figure)(KDOT Std. Sht. TE704)2EACH$ - 0
119CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup Per Figure)(KDOT Std. Sht. TE705)2EACH$ - 0
120CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE720)1EACH$ - 0
121CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE724)1EACH$ - 0
122CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE730)1EACH$ - 0
123CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE731)1EACH$ - 0
124CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE732)1EACH$ - 0
125CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE733 & 734)1EACH$ - 0
126CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE736)1EACH$ - 0
127CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE737)1EACH$ - 0
128CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE744)1EACH$ - 0
129CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE746)1EACH$ - 0
130CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE748)1EACH$ - 0
131CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup)(Attachment Airfield Traffic Control)1EACH$ - 0
132CCI806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (BLACK) ( 6")500LNFT$ - 0
133CCI806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 4")1000LNFT$ - 0
134CCI806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 6")1000LNFT$ - 0
135CCI806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) ( 8")250LNFT$ - 0
136CCI806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) (12")250LNFT$ - 0
137CCI806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (WHITE) (24")50LNFT$ - 0
138CCI806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 4")20000LNFT$ - 0
139CCI806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 6")250LNFT$ - 0
140CCI806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (YELLOW) ( 8")250LNFT$ - 0
141CCI806Std. Spec 806PVMT MARKING (MULTI-COMPONENT) (YELLOW) (12")250LNFT$ - 0
142CCI806Std. Spec 806PVMT MARKING Airfield (FS TT-P-1952) (BLACK) (6")250LNFT$ - 0
143CCI806Std. Spec 806PVMT MARKING Airfield (FS TT-P-1952) (BLACK) (36")250LNFT$ - 0
144CCI806Std. Spec 806PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (3")250LNFT$ - 0
145CCI806Std. Spec 806PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (6")250LNFT$ - 0
146CCI806Std. Spec 806PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (12")250LNFT$ - 0
147CCI806Std. Spec 806PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (16")250LNFT$ - 0
148CCI806Std. Spec 806PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (36")250LNFT$ - 0
149CCI806Std. Spec 806PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (40")250LNFT$ - 0
150CCI806Std. Spec 806PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (48")250LNFT$ - 0
151CCI806Std. Spec 806PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (60")250LNFT$ - 0
152CCI806Std. Spec 806PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (69")250LNFT$ - 0
153CCI806Std. Spec 806PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (120")250LNFT$ - 0
154CCI806Std. Spec 806PVMT MARKING Airfield (FS TT-P-1952) (WHITE) (240")250LNFT$ - 0
155CCI806Std. Spec 806PVMT MARKING Airfield (FS TT-P-1952)(YELLOW) (6")250LNFT$ - 0
156CCI806Std. Spec 806PVMT MARKING Airfield (FS TT-P-1952)(YELLOW) (12")250LNFT$ - 0
157CCI806Std. Spec 806PVMT MARKING Airfield (FS TT-P-1952)(YELLOW) (36")250LNFT$ - 0
158CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (AHEAD)1EACH$ - 0
159CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (BICYCLE)3EACH$ - 0
160CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (EXIT)1EACH$ - 0
161CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (HANDICAP)3EACH$ - 0
162CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LEFT ARROW)3EACH$ - 0
163CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (LT & RT)3EACH$ - 0
164CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (ONLY)3EACH$ - 0
165CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT ARROW)3EACH$ - 0
166CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (RT-LT-THRU)3EACH$ - 0
167CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SCHOOL)1EACH$ - 0
168CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (SHARROW)3EACH$ - 0
169CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (STOP)3EACH$ - 0
170CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (THRU ARROW)3EACH$ - 0
171CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (U-TURN)1EACH$ - 0
172CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (X-ING)3EACH$ - 0
173CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) (YIELD)1EACH$ - 0
174CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) THRU-LT ARROW1EACH$ - 0
175CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE) THRU-RT ARROW1EACH$ - 0
176CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE) (WHITE)(RAILROAD XING)1EACH$ - 0
177CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE)(WHITE)MERGE LEFT ARROW1EACH$ - 0
178CCI806Std. Spec 806PVMT MRK SYM (INTERSECTION GRADE)(WHITE)MERGE RIGHT ARROW1EACH$ - 0
179CCI807Std. Spec 807PAVEMENT MARKING (PAINT) (BLACK) ( 6")100LNFT$ - 0
180CCI807Std. Spec 807PAVEMENT MARKING (PAINT) (WHITE) ( 4")7500LNFT$ - 0
181CCI807Std. Spec 807PAVEMENT MARKING (PAINT) (WHITE) ( 8")1000LNFT$ - 0
182CCI807Std. Spec 807PAVEMENT MARKING (PAINT) (WHITE) ( 6")250LNFT$ - 0
183CCI807Std. Spec 807PAVEMENT MARKING (PAINT) (WHITE) (12")250LNFT$ - 0
184CCI807Std. Spec 807PAVEMENT MARKING (PAINT) (WHITE) (24")250LNFT$ - 0
185CCI807Std. Spec 807PAVEMENT MARKING (PAINT) (YELLOW) ( 4")7500LNFT$ - 0
186CCI807Std. Spec 807PAVEMENT MARKING (PAINT) (YELLOW) ( 6")250LNFT$ - 0
187CCI807Std. Spec 807PAVEMENT MARKING (PAINT) (YELLOW) (8")250LNFT$ - 0
188CCI807Std. Spec 807PAVEMENT MARKING (PAINT) (YELLOW) (12")250LNFT$ - 0
189CCI807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (AHEAD)1EACH$ - 0
190CCI807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (BICYCLE)1EACH$ - 0
191CCI807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (EXIT)1EACH$ - 0
192CCI807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (HANDICAP)1EACH$ - 0
193CCI807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (LEFT ARROW)1EACH$ - 0
194CCI807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (LT & RT)1EACH$ - 0
195CCI807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (ONLY)1EACH$ - 0
196CCI807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (RT ARROW)1EACH$ - 0
197CCI807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (RT-LT-THRU)1EACH$ - 0
198CCI807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (SCHOOL)1EACH$ - 0
199CCI807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (SHARROW)1EACH$ - 0
200CCI807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (STOP)1EACH$ - 0
201CCI807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (THRU ARROW)1EACH$ - 0
202CCI807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (U-TURN)1EACH$ - 0
203CCI807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (X-ING)1EACH$ - 0
204CCI807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (YIELD)1EACH$ - 0
205CCI807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (THRU-LT ARROW)1EACH$ - 0
206CCI807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (THRU-RT ARROW)1EACH$ - 0
207CCI807Std. Spec 807PVMT MRK SYM (PAINT) (WHITE) (RAILROAD XING)1EACH$ - 0
208CCI807Std. Spec 807PVMT MRK SYM (PAINT)(WHITE) (MERGE LEFT ARROW)1LNFT$ - 0
209CCI807Std. Spec 807PVMT MRK SYM (PAINT)(WHITE) (MERGE RIGHT ARROW)1LNFT$ - 0
210CCI808Part V, 5.2.4(3.2)PVMT MARKING REMOVAL1000LNFT$ - 0
211CCI809Part V, 5.2.4(3.2)CONCRETE SAFETY BARRIER (TYPE IV)50LNFT$ - 0
212CCI812Part V, 5.2.4(3.2)SIGN (FLAT SHEET) (HIGH PERFORMANCE)250SQFT$ - 0
213CCI812Part V, 5.2.4(3.2)SIGN (OVERLAY) (HIGH PERFORMANCE)250SQFT$ - 0
214CCI812Part V, 5.2.4(3.2)SIGN (REINFORCED PANEL) (HIGH PERFORMANCE)250SQFT$ - 0
215CCI812Part V, 5.2.4(3.2)SIGN POST (1-3/4" PERFORATED SQUARE STEEL TUBE)250LNFT$ - 0
216CCI812Part V, 5.2.4(3.2)SIGN POST (2" PERFORATED SQUARE STEEL TUBE)250LNFT$ - 0
217CCI812Part V, 5.2.4(3.2)SIGN POST (2-1/2" PERFORATED SQUARE STEEL TUBE)50LNFT$ - 0
218CCI812Part V, 5.2.4(3.2)SIGN POST (2-1/4" PERFORATED SQUARE STEEL TUBE)50LNFT$ - 0
219CCI812Part V, 5.2.4(3.2)SIGN POST FOOTING ( 1-3/4" PERFORATED SQUARE STEEL TUBE)25EACH$ - 0
220CCI812Part V, 5.2.4(3.2)SIGN POST FOOTING ( 2" PERFORATED SQUARE STEEL TUBE)25EACH$ - 0
221CCI812Part V, 5.2.4(3.2)SIGN POST FOOTING ( 2-1/2" PERFORATED SQUARE STEEL TUBE)5EACH$ - 0
222CCI812Part V, 5.2.4(3.2)SIGN POST FOOTING ( 2-1/4" PERFORATED SQUARE STEEL TUBE)5EACH$ - 0
223CCI812Part V, 5.2.4(3.2)SIGN (REMOVE AND RESET)5EACH$ - 0
224CCI814Part V, 5.2.4(3.2)LOOP DETECTOR REPLACEMENT50LNFT$ - 0
225CCI814Part V, 5.2.4(3.2)LIGHTING SYSTEM (KDOT Std. Sht. TE201)1EACH$ - 0
226CCI815Part V, Appendix AINLET (GUTTER) (H=3.25')(KDOT Std. RD634)1EACH$ - 0
227CCI815Part V, Appendix AINLET (MANHOLE) (SPECIAL)(5.5'x4.5'x5')(KDOT Std. RD648)1EACH$ - 0
228CCI815Part V, Appendix AINLET (TYPE 22 CURB)(5'x5'x6')(KDOT Std. RD 646)1EACH$ - 0
229CCI815Part V, Appendix AINLET (TYPE I DITCH)(KDOT Std. RD631)1EACH$ - 0
230CCI815Part V, Appendix AINLET (TYPE II DITCH)(KDOT Std. RD631)1EACH$ - 0
231CCI815Part V, Appendix AMANHOLE (TYPE II)(D=6')(H=6.5')(KDOT Std. RD 629)1EACH$ - 0
232CCI816Part V, 5.2.4(3.2)ADJUSTMENT OF METER BOX (WATER)1EACH$ - 0
233CCI816Part V, 5.2.4(3.2)ADJUSTMENT OF VALVE BOX (GAS)1EACH$ - 0
234CCI816Part V, 5.2.4(3.2)ADJUSTMENT OF VALVE BOX (WATER)1EACH$ - 0
235CCI816Part V, Appendix AADJUSTMENT OF CATCH BASINS1EACH$ - 0
236CCI816Part V, Appendix AADJUSTMENT OF CURB INLETS1EACH$ - 0
237CCI816Part V, Appendix AADJUSTMENT OF MANHOLES1EACH$ - 0
238CCI816Part V, 5.2.4(3.2)Structural Steel125LBS$ - 0
239CCI816Part V, 5.2.4(3.2)Cast Iron32LBS$ - 0
240CCI816Part V, 5.2.4(3.2)Cast Steel76LBS$ - 0
241CCI817Part V, Appendix ACROSS ROAD PIPE ( 12") (CSP)20LNFT$ - 0
242CCI817Part V, Appendix ACROSS ROAD PIPE ( 12") (RCP)20LNFT$ - 0
243CCI817Part V, Appendix ACROSS ROAD PIPE ( 15") (CSP)20LNFT$ - 0
244CCI817Part V, Appendix ACROSS ROAD PIPE ( 15") (RCP)20LNFT$ - 0
245CCI817Part V, Appendix ACROSS ROAD PIPE ( 18") (CSP)20LNFT$ - 0
246CCI817Part V, Appendix ACROSS ROAD PIPE ( 18") (RCP)20LNFT$ - 0
247CCI817Part V, Appendix ACROSS ROAD PIPE ( 24") (CSP)20LNFT$ - 0
248CCI817Part V, Appendix ACROSS ROAD PIPE ( 24") (RCP)100LNFT$ - 0
249CCI817Part V, Appendix ACROSS ROAD PIPE ( 30") (CSP)20LNFT$ - 0
250CCI817Part V, Appendix ACROSS ROAD PIPE ( 30") (RCP)50LNFT$ - 0
251CCI817Part V, Appendix ACROSS ROAD PIPE ( 36") (CSP)20LNFT$ - 0
252CCI817Part V, Appendix ACROSS ROAD PIPE ( 36") (RCP)20LNFT$ - 0
253CCI817Part V, Appendix ACROSS ROAD PIPE ( 42") (CSP)20LNFT$ - 0
254CCI817Part V, Appendix ACROSS ROAD PIPE ( 42") (RCP)20LNFT$ - 0
255CCI817Part V, Appendix ACROSS ROAD PIPE ( 48") (CSP)20LNFT$ - 0
256CCI817Part V, Appendix ACROSS ROAD PIPE ( 48") (RCP)20LNFT$ - 0
257CCI817Part V, Appendix ACROSS ROAD PIPE ( 54") (CSP)20LNFT$ - 0
258CCI817Part V, Appendix ACROSS ROAD PIPE ( 54") (RCP)20LNFT$ - 0
259CCI817Part V, Appendix ACROSS ROAD PIPE ( 60") (CSP)20LNFT$ - 0
260CCI817Part V, Appendix ACROSS ROAD PIPE ( 60") (RCP)20LNFT$ - 0
261CCI817Part V, Appendix ACROSS ROAD PIPE ( 72") (CSP)20LNFT$ - 0
262CCI817Part V, Appendix ACROSS ROAD PIPE ( 72") (RCP)20LNFT$ - 0
263CCI817Part V, Appendix AEND SECTION ( 12") (CS)2EACH$ - 0
264CCI817Part V, Appendix AEND SECTION ( 12") (RC)2EACH$ - 0
265CCI817Part V, Appendix AEND SECTION ( 15") (CS)1EACH$ - 0
266CCI817Part V, Appendix AEND SECTION ( 15") (RC)1EACH$ - 0
267CCI817Part V, Appendix AEND SECTION ( 18") (CS)1EACH$ - 0
268CCI817Part V, Appendix AEND SECTION ( 18") (RC)1EACH$ - 0
269CCI817Part V, Appendix AEND SECTION ( 24") (CS)1EACH$ - 0
270CCI817Part V, Appendix AEND SECTION ( 24") (RC)2EACH$ - 0
271CCI817Part V, Appendix AEND SECTION ( 30") (CS)1EACH$ - 0
272CCI817Part V, Appendix AEND SECTION ( 30") (RC)1EACH$ - 0
273CCI817Part V, Appendix AEND SECTION ( 36") (CS)1EACH$ - 0
274CCI817Part V, Appendix AEND SECTION ( 36") (RC)1EACH$ - 0
275CCI817Part V, Appendix AEND SECTION ( 42") (CS)1EACH$ - 0
276CCI817Part V, Appendix AEND SECTION ( 42") (RC)1EACH$ - 0
277CCI817Part V, Appendix AEND SECTION ( 48") (CS)1EACH$ - 0
278CCI817Part V, Appendix AEND SECTION ( 48") (RC)1EACH$ - 0
279CCI817Part V, Appendix AEND SECTION ( 54") (CS)1EACH$ - 0
280CCI817Part V, Appendix AEND SECTION ( 54") (RC)1EACH$ - 0
281CCI817Part V, Appendix AEND SECTION ( 60") (RC)1EACH$ - 0
282CCI817Part V, Appendix AEND SECTION ( 72") (RC)1EACH$ - 0
283CCI817Part V, Appendix AENTRANCE PIPE ( 12") (RCP)15LNFT$ - 0
284CCI817Part V, Appendix AENTRANCE PIPE ( 12") (CSP)15LNFT$ - 0
285CCI817Part V, Appendix AENTRANCE PIPE ( 15") (RCP)15LNFT$ - 0
286CCI817Part V, Appendix AENTRANCE PIPE ( 15") (CSP)15LNFT$ - 0
287CCI817Part V, Appendix AENTRANCE PIPE ( 18") (RCP)15LNFT$ - 0
288CCI817Part V, Appendix AENTRANCE PIPE ( 18") (CSP)15LNFT$ - 0
289CCI817Part V, Appendix AENTRANCE PIPE ( 24") (RCP)15LNFT$ - 0
290CCI817Part V, Appendix AENTRANCE PIPE ( 24") (CSP)15LNFT$ - 0
291CCI817Part V, Appendix AENTRANCE PIPE ( 30") (RCP)15LNFT$ - 0
292CCI817Part V, Appendix AENTRANCE PIPE ( 30") (CSP)15LNFT$ - 0
293CCI817Part V, Appendix AEROSION PIPE ( 12") (CSP)15LNFT$ - 0
294CCI817Part V, Appendix AEROSION PIPE ( 15") (CSP)15LNFT$ - 0
295CCI817Part V, Appendix AEROSION PIPE ( 18") (CSP)15LNFT$ - 0
296CCI817Part V, Appendix AEROSION PIPE ( 24") (CSP)15LNFT$ - 0
297CCI817Part V, Appendix AEROSION PIPE ( 36") (CSP)15LNFT$ - 0
298CCI817Part V, Appendix ALINER PIPE (12")(KDOT Std. Spec. SP. 15-PS0007)25LNFT$ - 0
299CCI817Part V, Appendix ALINER PIPE (15")(KDOT Std. Spec. SP. 15-PS0007)25LNFT$ - 0
300CCI817Part V, Appendix ALINER PIPE (18")(KDOT Std. Spec. SP. 15-PS0007)25LNFT$ - 0
301CCI817Part V, Appendix ALINER PIPE (24")(KDOT Std. Spec. SP. 15-PS0007)25LNFT$ - 0
302CCI817Part V, Appendix ALINER PIPE (30")(KDOT Std. Spec. SP. 15-PS0007)25LNFT$ - 0
303CCI817Part V, Appendix ALINER PIPE (36")(KDOT Std. Spec. SP. 15-PS0007)25LNFT$ - 0
304CCI817Part V, Appendix ALINER PIPE (42")(KDOT Std. Spec. SP. 15-PS0007)25LNFT$ - 0
305CCI817Part V, Appendix ALINER PIPE (48")(KDOT Std. Spec. SP. 15-PS0007)25LNFT$ - 0
306CCI817Part V, Appendix ALINER PIPE (54")(KDOT Std. Spec. SP. 15-PS0007)25LNFT$ - 0
307CCI817Part V, Appendix ALINER PIPE (60")(KDOT Std. Spec. SP. 15-PS0007)25LNFT$ - 0
308CCI817Part V, Appendix ASTORM SEWER ( 12") (RCP)20LNFT$ - 0
309CCI817Part V, Appendix ASTORM SEWER ( 15") (RCP)20LNFT$ - 0
310CCI817Part V, Appendix ASTORM SEWER ( 18") (RCP)20LNFT$ - 0
311CCI817Part V, Appendix ASTORM SEWER ( 24") (RCP)20LNFT$ - 0
312CCI817Part V, Appendix ASTORM SEWER ( 30") (RCP)20LNFT$ - 0
313CCI817Part V, Appendix ASTORM SEWER ( 36") (RCP)20LNFT$ - 0
314CCI817Part V, Appendix ASTORM SEWER ( 42") (RCP)20LNFT$ - 0
315CCI817Part V, Appendix ASTORM SEWER ( 48") (RCP)20LNFT$ - 0
316CCI817Part V, Appendix ASTORM SEWER ( 54") (RCP)20LNFT$ - 0
317CCI817Part V, Appendix ASTORM SEWER ( 60") (RCP)20LNFT$ - 0
318CCI819Part V, 5.2.4(3.2)CROSS ROAD PIPE ( 18") (RCP) (BORED, JACKED OR TUNNELED)25LNFT$ - 0
319CCI819Part V, 5.2.4(3.2)CROSS ROAD PIPE ( 24") (RCP) (BORED, JACKED OR TUNNELED)25LNFT$ - 0
320CCI819Part V, 5.2.4(3.2)CROSS ROAD PIPE ( 36") (RCP) (BORED, JACKED OR TUNNELED)25LNFT$ - 0
321CCI819Part V, 5.2.4(3.2)CROSS ROAD PIPE ( 42") (RCP) (BORED, JACKED OR TUNNELED)26LNFT$ - 0
322CCI820Part V, 5.2.4(3.2)FLUME INLET (CONCRETE)1EACH$ - 0
323CCI820Part V, 5.2.4(3.2)SLOPE DRAIN (CONCRETE)25LNFT$ - 0
324CCI822Part V, Appendix A4" PIPE UNDERDRAINS (H)25LNFT$ - 0
325CCI822Part V, Appendix A4" PIPE UNDERDRAINS (K)25LNFT$ - 0
326CCI824Part V, Appendix ASIDEWALK CONSTRUCTION ( 4") (AE)50SQYD$ - 0
327CCI824Part V, Appendix ASIDEWALK CONSTRUCTION ( 6") (AE)50SQYD$ - 0
328CCI824Part V, Appendix ASIDEWALK RAMP3SQYD$ - 0
329CCI824Part V, Appendix ASIDEWALK RAMP (DETECTABLE WARNING)3SQYD$ - 0
330CCI825Part V, Appendix ACURB AND GUTTER, COMBINED (AE)100LNFT$ - 0
331CCI825Part V, Appendix ACURB AND GUTTER, COMBINED (AE)(Attachment Historical Type A)100LNFT$ - 0
332CCI825Part V, Appendix ACURB AND GUTTER, COMBINED (AE)(Attachment Historical Type B)100LNFT$ - 0
333CCI825Part V, Appendix ACURB AND GUTTER, COMBINED (AE)(Attachment Historical Type C)100LNFT$ - 0
334CCI826Part V, Appendix ACONCRETE SURFACE REPAIR50SQFT$ - 0
335CCI827Part V, 5.2.4(3.2)GUARDRAIL END TERMINAL (MGS-SKT)1EACH$ - 0
336CCI827Part V, 5.2.4(3.2)GUARDRAIL END TERMINAL (MGS-SRT)1EACH$ - 0
337CCI827Part V, 5.2.4(3.2)GUARDRAIL END TERMINAL (SKT)1EACH$ - 0
338CCI827Part V, 5.2.4(3.2)GUARDRAIL END TERMINAL (SRT)1EACH$ - 0
339CCI827Part V, 5.2.4(3.2)GUARDRAIL POSTS5EACH$ - 0
340CCI827Part V, 5.2.4(3.2)GUARDRAIL, REMOVAL OF STEEL PLATE100LNFT$ - 0
341CCI827Part V, 5.2.4(3.2)GUARDRAIL, STEEL PLATE50LNFT$ - 0
342CCI827Part V, 5.2.4(3.2)GUARDRAIL, STEEL PLATE (MGS)50LNFT$ - 0
343CCI827Part V, 5.2.4(3.2)GUARDRAIL, THRIE BEAM (KDOT Std. Sht. RD613)13LNFT$ - 0
344CCI827Part V, 5.2.4(3.2)GUARDRAIL, THRIE BEAM (MGS) (KDOT Std. Sht. RD613a)13LNFT$ - 0
345CCI827Part V, 5.2.4(3.2)GUARDRAIL, TIMBER (Attachment Timber Guardrail)50LNFT$ - 0
346CCI827Part V, 5.2.4(3.2)GUARDRAIL, TIMBER BURIED ANCHOR (Attachment Timber Guardrail)2EACH$ - 0
347CCI827Part V, 5.2.4(3.2)GUARDRAIL, TIMBER to W-BEAM Transition (Attachment Timber Guardrail)2EACH$ - 0
348CCI828Part V, 5.2.4(3.2)Gate (FE6-84-Slide-RA-16) (USACE Std. Sht.)1EACH$ - 0
349CCI828Part V, 5.2.4(3.2)Gate (FE6-84-DO-RA-24) (USACE Std. 872-90-09)1EACH$ - 0
350CCI828Part V, 5.2.4(3.2)Gate (FE6-84-SO-RA-5) (USACE Std.872-90-09)1EACH$ - 0
351CCI828Part V, 5.2.4(3.2)Fence (Type FE6-TR-84) (USACE Std. 872-92-03)100LNFT$ - 0
352CCI828Part V, 5.2.4(3.2)Fence Removal -(Remove Chain Link Fencing & Gate)100LNFT$ - 0
353CCI830Part V, Appendix ABEDDING FOR SLOPE PROTECTION25CUYD$ - 0
354CCI830Part V, Appendix AGEOTEXTILE FABRIC500SQYD$ - 0
355CCI830Part V, Appendix ASLOPE PROTECTION (RIPRAP STONE)50CUYD$ - 0
356CCI830Part V, Appendix ASLOPE PROTECTION (SHOT ROCK)50CUYD$ - 0
357CCI831Part V, Appendix ACONCRETE BACKSLOPE DITCH LINING50SQYD$ - 0
358CCI831Part V, Appendix ACONCRETE DITCH LINING50SQYD$ - 0
359MCAMI833Part V, Appendix AASPHALT PAVEMENT PATCHING OF PCCP50TON$ - 0
360CCI833Part V, 5.2.4(3.2)PARTIAL DEPTH SAW CUTS (Depth 3" or Less)50LNFT$ - 0
361CCI833Part V, 5.2.4(3.2)FULL DEPTH SAW CUTS (Depth 4" to 9")50LNFT$ - 0
362CCI833Part V, 5.2.4(3.2)FULL DEPTH SAW CUTS (Depth 10" to 18")50LNFT$ - 0
363CCI833Part V, Appendix APCCP EDGE JOINT PATCHING (FULL DEPTH)25SQYD$ - 0
364CCI833Part V, Appendix APCCP EDGE JOINT PATCHING (FULL DEPTH)(Airfield)25SQYD$ - 0
365CCI833Part V, Appendix APCCP EDGE JOINT PATCHING (PARTIAL DEPTH)25SQYD$ - 0
366CCI833Part V, Appendix APCCP EDGE JOINT PATCHING (PARTIAL DEPTH)(Airfield)25SQYD$ - 0
367CCI833Part V, Appendix APCCP JOINT AND CRACK PATCHING (FULL DEPTH)25SQYD$ - 0
368CCI833Part V, Appendix APCCP JOINT AND CRACK PATCHING (FULL DEPTH)(9")(Airfield)25SQYD$ - 0
369CCI833Part V, Appendix APCCP JOINT AND CRACK PATCHING (PARTIAL DEPTH)25SQYD$ - 0
370CCI833Part V, Appendix APCCP JOINT AND CRACK PATCHING (PARTIAL DEPTH)(Airfield)25SQYD$ - 0
371CCI833Part V, Appendix APCCP PATCHING (FULL DEPTH) ( 6") (SOUND)25SQYD$ - 0
372CCI833Part V, Appendix APCCP PATCHING (FULL DEPTH) ( 9") (SOUND)(Airfield)25SQYD$ - 0
373CCI833Part V, Appendix APCCP PATCHING (FULL DEPTH) ( 9") (SOUND)25SQYD$ - 0
374CCI833Part V, Appendix APCCP PATCHING (FULL DEPTH) (12") (SOUND)25SQYD$ - 0
375MCAMI835Part V, 5.2.4(3.2)SEALING ASPHALT CRACKS (>1/2" <2.0")2500LNFT$ - 0
376MCAMI835Part V, 5.2.4(3.2)SEALING ASPHALT CRACKS (>1/8" <=1/2")2500LNFT$ - 0
377MCAMI835Part V, 5.2.4(3.2)SEALING LONGITUDINAL ASPHALT SHOULDER JOINT2500LNFT$ - 0
378MCAMI835Part V, 5.2.4(3.2)SEALING PCCP CRACKS (>1/8" <2.0")1000LNFT$ - 0
379MCAMI835Part V, 5.2.4(3.2)SEALING PCCP JOINTS (LONGITUDINAL)2500LNFT$ - 0
380MCAMI835Part V, 5.2.4(3.2)SEALING PCCP JOINTS (TRANSVERSE)1500LNFT$ - 0
381CCI835Part V, 5.2.4(3.2)SEALING SPALLED PCCP JOINTS & CRACKS (>2.0" <=3.0")150LNFT$ - 0
382CCI835Part V, 5.2.4(3.2)SEALING SPALLED PCCP JOINTS & CRACKS TY A OR B(>2.0" <=3.0")1500LNFT$ - 0
383CCI837Part V, 5.2.4(3.2)Pavement Edge Wedge (RAP 100%)(Install Only)2500TON$ - 0
384CCI837Part V, 5.2.4(3.2)Pavement Edge Wedge (Rock)500TON$ - 0
385CCI838Part V, 5.2.4(3.2)GRINDING CONCRETE SURFACE25SQYD$ - 0
386MCAMI840Part V, 5.2.4(3.2)Temporary Surfacing Material (HMA)100TON$ - 0
387CCI842Part V, 5.2.4(3.2)DRILLING AND GROUTING125EACH$ - 0
388CCI843Part V, 5.2.4(3.2)FLOWABLE FILL (HIGH STRENGTH)25CUYD$ - 0
389CCI843Part V, 5.2.4(3.2)FLOWABLE FILL (LOW STRENGTH)25CUYD$ - 0
390CCI845Part V, 5.2.4(3.2)CCTV Pipe Inspection (24" or Less)(Section 33 01 30.16)5000LNFT$ - 0
391CCI845Part V, 5.2.4(3.2)CCTV Pipe Inspection (36" or Greater)(Section 33 01 30.16)5000LNFT$ - 0
392CCI849Part V, 5.2.4(3.2)GEOMEMBRANE250SQYD$ - 0
393CCI850Part V, 5.2.4(3.2)SEPARATION GEOTEXTILE250SQYD$ - 0
394CCI851Part V, 5.2.4(3.2)PAVEMENT WATERPROOFING MEMBRANE50SQYD$ - 0
395CCI852Part V, 5.2.4(3.2)PAVING FABRIC2500SQYD$ - 0
396CCI853Part V, 5.2.4(3.2)RETAINING WALL (MBW)50SQFT$ - 0
397CCI853Part V, 5.2.4(3.2)RETAINING WALL (Attachment Historical Wall Detail)(H=5' to 8')50SQFT$ - 0
398CCI853Part V, 5.2.4(3.2)RETAINING WALL (Attachment Historical Wall Detail)(H=9' to 12')50SQFT$ - 0
399CCI853Part V, 5.2.4(3.2)RETAINING WALL (Attachment Historical Wall Detail)(H=13' to 16')50SQFT$ - 0
400CCI854Part V, 5.2.4(3.2)LANDSCAPE RETAINING WALL50SQFT$ - 0
401CCI855Part V, 5.2.4(3.2)PAVING BRICK50SQYD$ - 0
402CCI856Part V, 5.2.4(3.2)CONCRETE PARKING BLOCK25EACH$ - 0
403CCI858Part V, 5.2.4(3.2)BRIDGE APPROACH SLAB FOOTING25CUYD$ - 0
404CCI901KDHE PermitErosion Control KDHE Stormwater Permit for Task Orders > 1 Acre Site1EACH$ - 0
405CCI902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 1) (TYPE C)100SQYD$ - 0
406CCI902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 1) (TYPE D)100SQYD$ - 0
407CCI902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 2) (TYPE E)100SQYD$ - 0
408CCI902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 2) (TYPE F)100SQYD$ - 0
409CCI902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 2) (TYPE G)50SQYD$ - 0
410CCI902Part V, 5.2.4(3.2)EROSION CONTROL (CLASS 2) (TYPE H)50SQYD$ - 0
411CCI902Part V, 5.2.4(3.2)GEOTEXTILE (EROSION CONTROL)50SQYD$ - 0
412CCI902Part V, 5.2.4(3.2)SILT FENCE1000LNFT$ - 0
413CCI902Part V, 5.2.4(3.2)SOIL EROSION MIX (Attachment KDOT Dist. 2 Mix)100SQYD$ - 0
414CCI902Part V, 5.2.4(3.2)TEMPORARY BERM3LNFT$ - 0
415CCI902Part V, 5.2.4(3.2)TEMPORARY DITCH CHECK (BIODEGRADABLE LOG) (20")3LNFT$ - 0
416CCI902Part V, 5.2.4(3.2)TEMPORARY INLET SEDIMENT BARRIER1EACH$ - 0
417CCI902Part V, 5.2.4(3.2)TEMPORARY FERTILIZER (16-20-0)100LBS$ - 0
418CCI902Part V, 5.2.4(3.2)Temporary Seed (Attachment KDOT Dist. 2 Mix)25SQYD$ - 0
419CCI902Part V, 5.2.4(3.2)MULCHING (Temporary)(Mulch 2 tons/Acre)20TON$ - 0
420CCI905Part V, 5.2.4(3.2)MULCHING (TACKING SLURRY) (Temporary)(Tack 900 lbs/Acre)1800LBS$ - 0
421CCI913Part V, Appendix AWater System -Relocate Fire Hydrant & Valve up to 20-ft distance1EACH$ - 0
422CCI1108Part V, Appendix ACOVER MATERIAL (CM-L-2)250CUYD$ - 0
423CCI1108Part V, Appendix ACOVER MATERIAL (CM-A)250CUYD$ - 0
424MCAMI1203Part V, Appendix AEMULSIFIED ASPHALT (CRS-1HP) (SEAL)100TON$ - 0

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

SEEDING (CLIN 0002)
Line No.EPAKDOT Spec.Verification or Acceptance TestsLong DescriptionOrdered QuantityUnitUnit PriceOrdered Cost
425CCI904Part V, 5.2.4(3.2)Seed (Urban Mix)(Attachment KDOT Dist. 2 Mix)10000SQYD$ - 0
426CCI904Part V, 5.2.4(3.2)Seed (SHLDR)(Attachment KDOT Dist. 2 Mix)10000SQYD$ - 0
427CCI904Part V, 5.2.4(3.2)Seed (Other)(Attachment KDOT Dist. 2 Mix)10000SQYD$ - 0
428CCI903Part V, 5.2.4(3.2)FERTILIZER (13-13-13)100LBS$ - 0
429CCI903Part V, 5.2.4(3.2)FERTILIZER (16-20-0)100LBS$ - 0
430CCI905Part V, 5.2.4(3.2)MULCHING (HYDRO)2500SQYD$ - 0
431CCI905Part V, 5.2.4(3.2)MULCHING (PERMANENT)(2 Tons/ Acre)20TON$ - 0
432CCI905Part V, 5.2.4(3.2)MULCHING (TACKING SLURRY)(Tack 900 lbs/Acre)1900LBS$ - 0
433CCI906Part V, 5.2.4(3.2)SOD (BUFFALO GRASS AND BLUE GRAMA BLEND) (STRIPS)50SQYD$ - 0
434CCI906Part V, 5.2.4(3.2)SOD (FESCUE) (STRIPS)50SQYD$ - 0
435CCI906Part V, 5.2.4(3.2)TOPSOIL100CUYD$ - 0
436CCI908Part V, 5.2.4(3.2)Deciduous Tree (Frontier hybrid elm) (1.25" to 2" Caliper)25EACH$ - 0
437CCI908Part V, 5.2.4(3.2)Evergreen Tree (Canaert eastern redcedar)(less than 1.25" Caliper)5EACH$ - 0
KDOT Spec and Material Verfication or Acceptance Columns
1) KDOT Spec. column refers to the Kansas Department of Transportation 2015 Specifcations found at: https://www.ksdot.org/bureaus/burConsMain/specprov/2015specprov.asp

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

Economic Price Adjustment (EPA) Column
3) The EPA column is for the option year line item prices that will be determined by adjusting the base year pricing based on the percentage of change in the Engineering News Record's Construction Cost Index (CCI) and the Kansas Dept. of Transportation's Monthly Computed Asphalt Material Index (MCAMI). See Section H.12 for specific calculations.
OPTION YEAR CCI FACTOR:1
OPTION YEAR MCAMI FACTOR:1
Units of Measurement Abbreviations
EACH=Each
CUYD=Cubic Yard
SQYD=Square Yard
SQFT=Square Feet
LNFT=Linear Feet
TON=Ton
LBS=Pounds

Option Year 1

AMENDED 9APR18Option Year 1 2019
FY18 ROADS CONTRACT TASK ORDER (CLIN 1001)
PROJECT TITLE:Total Ordered Cost (CLIN 0001):$ - 0
PROJECT NUMBER:Bonding 0.5%(Estimated):$ - 0
PROJECT DESCRIPTION:Total Ordered Cost (CLIN 0002):$ - 0
Total No. of TO Days:Total Estimated Cost:$ - 0
Line No.EPAKDOT Spec.Verification or Acceptance TestsLong DescriptionOrdered QuantityUnitUnit PriceOrdered Cost
1CCI201Part V, 5.2.4(3.2)Clear & Grub -Tree Removal, Tree larger than 6" Diameter
50EACH0.00$ - 0
2CCI201Part V, 5.2.4(3.2)Clear & Grub -Trees up to 6" Diameter
1000SQYD0.00$ - 0
3CCI202Part V, 5.2.4(3.2)REMOVAL OF EXISTING STRUCTURES (RCP, CMP, and End Sections)25LNFT0.00$ - 0
4CCI202Part V, 5.2.4(3.2)REMOVAL OF EXISTING STRUCTURES (RCB, Manholes, Area Inlets)15CUYD0.00$ - 0
5CCI202Part V, 5.2.4(3.2)REMOVAL OF EXISTING STRUCTURES (Bridge Superstructure)(Category B Demo)10CUYD0.00$ - 0
6CCI202Part V, 5.2.4(3.2)REMOVAL OF EXISTING STRUCTURES (Bridge Substructure)(Category B Demo)10CUYD0.00$ - 0
7CCI204Part V, Appendix ACLASS I EXCAVATION25CUYD0.00$ - 0
8CCI204Part V, Appendix ACLASS II EXCAVATION25CUYD0.00$ - 0
9CCI204Part V, Appendix ACLASS III EXCAVATION25CUYD0.00$ - 0
10CCI204Part V, Appendix AFOUNDATION STABILIZATION25CUYD0.00$ - 0
11CCI204Part V, Appendix AConcrete for Seal Course25CUYD0.00$ - 0
12CCI204Part V, Appendix AGRANULAR BACKFILL5CUYD0.00$ - 0
13CCI204Part V, Appendix AGRANULAR BACKFILL (WINGWALLS)5CUYD0.00$ - 0
14CCI205Part V, Appendix ACOMMON EXCAVATION (RURAL SMALL)(VMF 0.8)1500CUYD0.00$ - 0
15CCI205Part V, Appendix ACOMMON EXCAVATION (UNSUITABLE)250CUYD0.00$ - 0
16CCI205Part V, 5.2.4(3.2)COMMON EXCAVATION SAW CUTS (Depth 5" or less)50LNFT0.00$ - 0
17CCI205Part V, Appendix ACOMPACTION OF EARTHWORK (TYPE AA) (MR-5-5)1500CUYD0.00$ - 0
18CCI205Part V, Appendix ACOMPACTION OF EARTHWORK (TYPE A) (MR-90)1500CUYD0.00$ - 0
19CCI205Part V, Appendix ACOMPACTION OF EARTHWORK (TYPE B) (MR-90)1500CUYD0.00$ - 0
20CCI205Part V, Appendix AEMBANKMENT500CUYD0.00$ - 0
21CCI205Part V, 5.2.4(3.2)ROCK EXCAVATION (VMF 1.0)250CUYD0.00$ - 0
22CCI205Part V, 5.2.4(3.2)ROCK EXCAVATION SAW CUTS (Depth 6" to 9")50LNFT0.00$ - 0
23CCI205Part V, 5.2.4(3.2)ROCK EXCAVATION SAW CUTS (Depth 10" to 18")50LNFT0.00$ - 0
24CCI300Part V, Appendix ADRAINABLE BASE (UNBOUND) ( 4")1000SQYD0.00$ - 0
25CCI305Part V, 5.2.4(3.2)AGGREGATE BASE (SPECIAL) (RAP 100%) (4")(Install Only)250SQYD0.00$ - 0
26CCI305Part V, 5.2.4(3.2)AGGREGATE BASE (SPECIAL) (RAP 100%) (6")(Install Only)250SQYD0.00$ - 0
27CCI305Part V, 5.2.4(3.2)AGGREGATE BASE (SPECIAL) (RAP 100%) (8")(Install Only)250SQYD0.00$ - 0
28CCI305Part V, Appendix AAGGREGATE BASE (AB-3) ( 3")50SQYD0.00$ - 0
29CCI305Part V, Appendix AAGGREGATE BASE (AB-3) ( 4")2500SQYD0.00$ - 0
30CCI305Part V, Appendix AAGGREGATE BASE (AB-3) ( 5")50SQYD0.00$ - 0
31CCI305Part V, Appendix AAGGREGATE BASE (AB-3) ( 6")2500SQYD0.00$ - 0
32CCI305Part V, Appendix AAGGREGATE BASE (AB-3) ( 7")50SQYD0.00$ - 0
33CCI305Part V, Appendix AAGGREGATE BASE (AB-3) ( 8")50SQYD0.00$ - 0
34CCI305Part V, Appendix AAGGREGATE BASE (AB-3) ( 9")50SQYD0.00$ - 0
35CCI305Part V, Appendix AAGGREGATE BASE (AB-3) (10")50SQYD0.00$ - 0
36CCI305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 4")2000SQYD0.00$ - 0
37CCI305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 5")50SQYD0.00$ - 0
38CCI305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 6")250SQYD0.00$ - 0
39CCI305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 7")50SQYD0.00$ - 0
40CCI305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 8")50SQYD0.00$ - 0
41CCI305Part V, Appendix AAGGREGATE SHOULDER (AB-3) ( 9")50SQYD0.00$ - 0
42CCI307Part V, Appendix AGRANULAR BASE ( 3")50SQYD0.00$ - 0
43CCI307Part V, Appendix AGRANULAR BASE ( 4")1000SQYD0.00$ - 0
44CCI307Part V, Appendix AGRANULAR BASE ( 5")50SQYD0.00$ - 0
45CCI307Part V, Appendix AGRANULAR BASE ( 6")500SQYD0.00$ - 0
46CCI307Part V, Appendix AGRANULAR BASE ( 7")50SQYD0.00$ - 0
47CCI307Part V, Appendix AGRANULAR BASE ( 8")50SQYD0.00$ - 0
48CCI308Part V, 5.2.4(3.2)GEOSYNTHETIC REINFORCEMENT (FOR BASE)1000SQYD0.00$ - 0
49CCI501Part V, Appendix BCONCRETE PVMT ( 6" UNIFORM) (AE)100SQYD0.00$ - 0
50CCI501Part V, Appendix BCONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)50SQYD0.00$ - 0
51CCI501Part V, Appendix BCONCRETE PVMT ( 9" UNIFORM) (AE)50SQYD0.00$ - 0
52CCI501Part V, Appendix BCONCRETE PVMT (12" UNIFORM) (AE) (NRDJ)50SQYD0.00$ - 0
53CCI501Part V, Appendix BCONCRETE PVMT (12" UNIFORM) (AE)50SQYD0.00$ - 0
54CCI501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT ( 6" UNIFORM)(AE)50SQYD0.00$ - 0
55CCI501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT ( 9" UNIFORM) (AE) (NRDJ)50SQYD0.00$ - 0
56CCI501Part V, Appendix BEARLY STRENGTH CONCRETE PVMT (12" UNIFORM) (AE)(NRDJ)50SQYD0.00$ - 0
57CCI501Part V, Appendix BCONCRETE CORE10EACH0.00$ - 0
58CCI501Part V, Appendix BQUALITY CONTROL TESTING (PCCP)50SQYD0.00$ - 0
59CCI502Part V, Appendix ACONCRETE PVMT ( 6" UNIFORM) (AE)100SQYD0.00$ - 0
60CCI502Part V, Appendix ACONCRETE PVMT ( 9" UNIFORM) (AE)50SQYD0.00$ - 0
61CCI502Part V, Appendix ACONCRETE PVMT (12" UNIFORM) (AE)50SQYD0.00$ - 0
62CCI602Part V, Appendix BASPHALT CORE10EACH0.00$ - 0
63MCAMI602Part V, Appendix BEMULSIFIED ASPHALT200000SQYD0.00$ - 0
64MCAMI602Part V, Appendix BHMA BASE (SR-12.5A) (PG 70-28)5000TON0.00$ - 0
65MCAMI602Part V, Appendix BHMA SURFACE (SR-12.5A) (PG 70-28)5000TON0.00$ - 0
66CCI602Part V, Appendix BQUALITY CONTROL TESTING (HMA)5000TON0.00$ - 0
67CCI608Part V, Appendix AMANIPULATION (CHIP SEALS)100SQYD0.00$ - 0
68CCI609Part V, Appendix AMANIPULATION (S.A.S.T.)10SQYD0.00$ - 0
69CCI610Part V, Appendix AMANIPULATION (D.A.S.T.)10SQYD0.00$ - 0
70MCAMI611Part V, Appendix AHMA Commercial Grade (Class A)19129TON0.00$ - 0
71MCAMI611Part V, Appendix AHMA Commercial Grade (Class A)(Patching)200TON0.00$ - 0
72CCI612Part V, 5.2.4(3.2)MILLING (Asphalt) (2")(Transport to Camp Funston)7500SQYD0.00$ - 0
73CCI612Part V, 5.2.4(3.2)MILLING (Asphalt) (3")(Transport to Camp Funston)5000SQYD0.00$ - 0
74CCI612Part V, 5.2.4(3.2)MILLING (Asphalt) (4")(Transport to Camp Funston)2500SQYD0.00$ - 0
75MCAMI614Part V, 5.2.4(3.2)HMA-RCI (PG 70-28 RCI)1000TON0.00$ - 0
76MCAMI615Part V, 5.2.4(3.2)SAW AND SEAL JOINT (HMA)100LNFT0.00$ - 0
77CCI703Part V, 5.2.4(3.2)CORE HOLE (INVESTIGATIVE)25LNFT0.00$ - 0
78CCI710Part V, Appendix ACONCRETE (GRADE 4.0)25CUYD0.00$ - 0
79CCI710Part V, Appendix ACONCRETE (GRADE 3.0) (AE)50CUYD0.00$ - 0
80CCI710Part V, 5.2.4(3.2)BRIDGE DECK GROOVING50SQYD0.00$ - 0
81CCI711Part V, Appendix AREINFORCING STEEL (GRADE 60)2500LBS.0.00$ - 0
82CCI711Part V, Appendix AREINFORCING STEEL (GRADE 60) (EPOXY)2500LBS.0.00$ - 0
83CCI711Part V, Appendix AREINFORCING STEEL (REPAIR)(GRADE 60) (EPOXY)100LBS.0.00$ - 0
84CCI711Part V, Appendix AREINFORCING STEEL (REPAIR)(GRADE 60)100LBS.0.00$ - 0
85CCI717Part V, Appendix APORTLAND CEMENT CONCRETE OVERLAY (1.5")10SQYD0.00$ - 0
86CCI717Part V, Appendix APORTLAND CEMENT CONCRETE OVERLAY (1.75")10SQYD0.00$ - 0
87CCI717Part V, Appendix APORTLAND CEMENT CONCRETE OVERLAY (2.0")10SQYD0.00$ - 0
88CCI719Part V, 5.2.4(3.2)EXPANSION JOINT (MEMBRANE SEALANT)25LNFT0.00$ - 0
89CCI719Part V, 5.2.4(3.2)EXPANSION JOINT (STRIP SEAL ASSEMBLY)15LNFT0.00$ - 0
90CCI721Part V, 5.2.4(3.2)HANDRAIL (METAL) (3'- 6")25LNFT0.00$ - 0
91CCI723Part V, 5.2.4(3.2)SUBSTRUCTURE WATERPROOFING MEMBRANE10SQYD0.00$ - 0
92CCI724Part V, 5.2.4(3.2)BRIDGE BACKWALL PROTECTION SYSTEM10SQYD0.00$ - 0
93CCI725Part V, 5.2.4(3.2)ABUTMENT STRIP DRAIN10SQYD0.00$ - 0
94CCI726Part V, 5.2.4(3.2)CONCRETE MASONRY COATING10SQYD0.00$ - 0
95CCI728Part V, 5.2.4(3.2)BRIDGE CURB REPAIR25LNFT0.00$ - 0
96CCI729Part V, Appendix AMULTI-LAYER POLYMER CONCRETE OVERLAY50SQYD0.00$ - 0
97CCI730Part V, 5.2.4(3.2)EPOXY RESIN CRACK REPAIR50LNFT0.00$ - 0
98CCI731Part V, 5.2.4(3.2)AREA PREPARED FOR PATCHING10SQYD0.00$ - 0
99CCI731Part V, 5.2.4(3.2)AREA PREPARED FOR PATCHING (FULL DEPTH)10SQYD0.00$ - 0
100CCI731Part V, 5.2.4(3.2)AREA PREPARED FOR PATCHING (POURED WITH OVERLAY)10SQYD0.00$ - 0
101CCI731Part V, 5.2.4(3.2)PARTIAL DEPTH SAW CUTS (Depth 3" or less)50LNFT0.00$ - 0
102CCI731Part V, 5.2.4(3.2)FULL DEPTH SAW CUTS (Depth 4" to 9")50LNFT0.00$ - 0
103CCI731Part V, 5.2.4(3.2)FULL DEPTH SAW CUTS (Depth 10" to 18")50LNFT0.00$ - 0
104CCI732Part V, 5.2.4(3.2)MACHINE PREPARATION (1.5")10SQYD0.00$ - 0
105CCI732Part V, 5.2.4(3.2)MACHINE PREPARATION (1.75")10SQYD0.00$ - 0
106CCI732Part V, 5.2.4(3.2)MACHINE PREPARATION (2.0")10SQYD0.00$ - 0
107CCI739Part V, Appendix ASLURRY POLYMER CONCRETE OVERLAY (1.5")10SQYD0.00$ - 0
108CCI739Part V, Appendix ASLURRY POLYMER CONCRETE OVERLAY (1.75")10SQYD0.00$ - 0
109CCI739Part V, Appendix ASLURRY POLYMER CONCRETE OVERLAY (2.0")10SQYD0.00$ - 0
110CCI739Part V, 5.2.4(3.2)PARTIAL DEPTH SAW CUTS (Depth 3" or less)50LNFT0.00$ - 0
111CCI739Part V, 5.2.4(3.2)FULL DEPTH SAW CUTS (Depth 4" to 9")50LNFT0.00$ - 0
112CCI740Part V, Appendix ASINGLE-LAYER POLYMER CONCRETE OVERLAY10SQYD0.00$ - 0
113CCI800Part V, 5.2.4(3.2)POLYURETHANE (MUDJACKING)(KDOT Std. Spec. Sp. 15-PS0005R)25LBS0.00$ - 0
114CCI800Part V, 5.2.4(3.2)SIMULATED STONE MASONRY STAIN25SQYD0.00$ - 0
115CCI802Std. Spec 802BENCHMARK MONUMENT (CONCRETE CYLINDER)1EACH0.00$ - 0
116CCI802Std. Spec 802CONCTRACTOR CONSTRUCTION STAKING (GENERAL, Std. Spec. 802.3c(2))2500SQYD0.00$ - 0
117CCI802Std. Spec 802CONCTRACTOR CONSTRUCTION STAKING (BRIDGE, Std. Spec. 802.3c(3))50SQYD0.00$ - 0
118CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup Per Figure)(KDOT Std. Sht. TE704)2EACH0.00$ - 0
119CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup Per Figure)(KDOT Std. Sht. TE705)2EACH0.00$ - 0
120CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE720)1EACH0.00$ - 0
121CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE724)1EACH0.00$ - 0
122CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE730)1EACH0.00$ - 0
123CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE731)1EACH0.00$ - 0
124CCI805Part V, 5.2.4(3.2)TRAFFIC CONTROL (Initial Setup)(KDOT Std. Sht. TE732)1EACH0.00$ - 0

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