Project Items
Line | Item Number | Description | Units | Quantity |
---|---|---|---|---|
Base Bid | ||||
01-ROADWAY | ||||
1 | 201E11000 | CLEARING AND GRUBBING | LS | 1 |
2 | 202E23000 | PAVEMENT REMOVED | SY | 961 |
3 | 202E30000 | WALK REMOVED | SF | 14,690 |
4 | 202E32500 | CURB AND GUTTER REMOVED | FT | 3,041 |
5 | 202E35100 | PIPE REMOVED, 24" AND UNDER | FT | 140 |
6 | 202E38000 | GUARDRAIL REMOVED | FT | 532 |
7 | 202E42010 | ANCHOR ASSEMBLY REMOVED, TYPE E | EACH | 3 |
8 | 202E58000 | MANHOLE REMOVED | EACH | 2 |
9 | 202E58100 | CATCH BASIN REMOVED | EACH | 9 |
10 | 202E98100 | REMOVAL MISC.: Exfiltration Trench |
EACH | 9 |
11 | 203E10000 | EXCAVATION | CY | 3,359 |
12 | 203E20000 | EMBANKMENT | CY | 514 |
13 | 203E98000 | ROADWAY, MISC.: Repair Subgrade |
CY | 75 |
14 | 203E98500 | ROADWAY, MISC.: Asphalt Path |
LS | 1 |
15 | 203E98500A | ROADWAY MISC: Private Irrigation Sprinklers |
LS | 1 |
16 | 204E10000 | SUBGRADE COMPACTION | SY | 4,316 |
17 | 204E13000 | EXCAVATION OF SUBGRADE | CY | 157 |
18 | 204E30020 | GRANULAR MATERIAL, TYPE C | CY | 157 |
19 | 204E45000 | PROOF ROLLING | HOUR | 3 |
20 | 204E50000 | GEOTEXTILE FABRIC | SY | 471 |
21 | 606E15050 | GUARDRAIL, TYPE MGS | FT | 1,100 |
22 | 606E15150 | GUARDRAIL, TYPE MGS WITH HALF POST SPACING | FT | 12.5 |
23 | 606E26150 | ANCHOR ASSEMBLY, MGS TYPE E NCHRP 350/MASH 2016 |
EACH | 1 |
24 | 606E26550 | ANCHOR ASSEMBLY, MGS TYPE T | EACH | 4 |
25 | 608E12000 | 5" CONCRETE WALK | SF | 13,084 |
26 | 608E52000 | CURB RAMP | SF | 647 |
27 | 608E99031 | REMOVE AND REPLACE CURB, TYPE 6, AS PER PLAN Contingency |
FT | 120 |
28 | 608E99041 | REMOVE AND REPLACE MODIFIED CURB, TYPE 4, AS PER PLAN Contingency |
FT | 60 |
29 | 623E40900 | MONUMENT, MISC.: Project Control Reference Monument |
EACH | 11 |
30 | 878E25000 | INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS | LS | 1 |
31 | SPEC0990110 | DCP TEST | EA | 4 |
32 | SPEC099030 | CUT AND CAP SPRINKLER LINE | EA | 1 |
33 | SPECIAL03 | SPECIAL COMPACTION OF FOUNDATION SOILS FOR BRIDGE APPROACHES | LBS | 8,000 |
02-EROSION CONTROL | ||||
34 | 601E21050 | TIED CONCRETE BLOCK MAT WITH TYPE 1 UNDERLAYMENT | SY | 1 |
35 | 659E00100 | SOIL ANALYSIS TEST | EACH | 2 |
36 | 659E00300 | TOPSOIL | CY | 282 |
37 | 659E10001 | SEEDING AND MULCHING, AS PER PLAN | SY | 2,540 |
38 | 659E14000 | REPAIR SEEDING AND MULCHING | SY | 127 |
39 | 659E15000 | INTER-SEEDING | SY | 127 |
40 | 659E20000 | COMMERCIAL FERTILIZER | TON | 0.57 |
41 | 659E31000 | LIME | ACRE | 0.52 |
42 | 659E35000 | WATER | MGAL | 14 |
43 | 832E15000 | STORM WATER POLLUTION PREVENTION PLAN THIS ITEM INCLUDES ALL COSTS ASSOCIATED WITH THE DEVELOPEMENT, IMPLEMENTATION AND THE REQUIRED DOCUMENTATION OF A STORM WATER POLLUTION PREVENTION PLAN FOR THE PROJECT DESCRIBED IN THIS CONTRACT. ALL OF THE SPECIFICATIONS AND REQUIREMENTS OF ODOT SUPPLEMENTAL SPECIFICIATION 832 SHALL APPLY |
LS | 1 |
44 | 832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | LS | 1 |
45 | 832E15010 | STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE SERVICES | LS | 1 |
46 | 832E30000 | EROSION CONTROL THIS ITEM IS FOR THE INSTALLATION OF STORM WATER BMPS AS DEFINED IN APPENDIX "F" OF ODOT SUPPLEMENTAL SPECIFICATION 832. THE CONTRACTOR SHALL ENTER $1.00 IN THE UNIT PRICE COLUMN AND $22,336.00 IN THE TOTAL COLUMN. IF THE CONTRACTOR NEGLECTS TO ENTER THE CORRECT FIGURE(S) THE CONTRACTORS BID WILL BE CORRECTED AND THE PROCESS FOR "MISTAKE IN BID" SHALL FOLLOW. NO WORK WILL BE RECOGNIZED OR PAID UNDER THIS ITEM UNLESS AGREED UPON AND APPROVED BY AN AUTHORIZED REPRESENTATIVE OF THE BUTLER COUNTY ENGINEER'S OFFICE. |
EACH | 22,336 |
03-DRAINAGE | ||||
47 | 602E20000 | CONCRETE MASONRY | CY | 0.27 |
48 | 605E13300 | 6" UNCLASSIFIED PIPE UNDERDRAINS | FT | 236 |
49 | 605E14000 | 6" BASE PIPE UNDERDRAINS | FT | 5,278 |
50 | 611E00510 | 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | FT | 381 |
51 | 611E06100 | 15" CONDUIT, TYPE C | FT | 29 |
52 | 611E98150 | CATCH BASIN, NO. 3 | EACH | 6 |
53 | 611E98151A | CATCH BASIN, NO 3, AS PER PLAN A |
EA | 4 |
54 | 611E98151A | CATCH BASIN, NO 3, AS PER PLAN B |
EA | 5 |
55 | 611E99574 | MANHOLE, NO. 3 | EACH | 1 |
56 | 611E99690 | MANHOLE, MISC.: Coring for Conduit Connection |
EACH | 1 |
57 | 611E99710 | PRECAST REINFORCED CONCRETE OUTLET | EACH | 1 |
04-PAVEMENT | ||||
58 | 253E01001 | PAVEMENT REPAIR, AS PER PLAN Contingency |
SY | 200 |
59 | 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE 1.5" |
SY | 33,554 |
60 | 302E46000 | ASPHALT CONCRETE BASE, PG64-22 449 |
CY | 805 |
61 | 304E20000 | AGGREGATE BASE | CY | 901 |
62 | 407E20000 | NON-TRACKING TACK COAT | GAL | 3,383 |
63 | 442E20000 | ASPHALT CONCRETE SURFACE COURSE, 12.5MM, TYPE A (448) | CU YD | 1,532 |
64 | 442E20200 | ASPHALT CONCRETE INTERMEDIATE COURSE, 19MM, TYPE A (448) | CU YD | 157 |
65 | 452E12010 | 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P | SY | 52 |
66 | 609E12000 | COMBINATION CURB AND GUTTER, TYPE 2 | FT | 2,985 |
05-WATER WORK | ||||
68 | 638E20500 | SPECIAL - VALVE BOX ADJUSTED TO GRADE BCWS 2225 |
EACH | 6 |
70 | 638E20762 | SPECIAL - FIRE HYDRANT SERVICE LINE EXTENDED AND ADJUSTED TO GRADE BCWS 2240 |
EACH | 2 |
638E20498 | SPECIAL - VALVE BOX BCWS 2225 |
EACH | 0 | |
638E20536 | SPECIAL - 6" GATE VALVE BCWS 2220 |
EACH | 0 | |
06-TRAFFIC CONTROL | ||||
71 | 621E00100 | RPM | EACH | 444 |
72 | 621E54000 | RAISED PAVEMENT MARKER REMOVED | EACH | 41 |
73 | 625E32000 | GROUND ROD | EACH | 4 |
74 | 626E00110 | BARRIER REFLECTOR, TYPE 2 | EACH | 27 |
75 | 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 517 |
76 | 630E72340 | OVERHEAD SIGN SUPPOR, TYPE TC-12.31, DESIGN 12 | EA | 1 |
77 | 630E74500 | OVERHEAD SIGN SUPPORT, MISC.: Re-use of Signal Pole |
EACH | 1 |
78 | 630E76551 | SPAN WIRE SIGN SUPPORT, TYPE TC-17.11, DESIGN 13, AS PER PLAN | EACH | 2 |
79 | 630E79000 | SIGN HANGER ASSEMBLY, SPAN WIRE | EACH | 7 |
80 | 630E79100 | SIGN HANGER ASSEMBLY, MAST ARM | EACH | 9 |
81 | 630E79500 | SIGN SUPPORT ASSEMBLY, POLE MOUNTED | EACH | 12 |
82 | 630E80100 | SIGN, FLAT SHEET | SF | 342.46 |
83 | 630E80224 | SIGN, OVERHEAD EXTRUSHEET | SF | 164 |
84 | 630E84510 | RIGID OVERHEAD SIGN SUPPORT FOUNDATION | EACH | 1 |
85 | 630E84511 | RIGID OVERHEAD SIGN SUPPORT FOUNDATION, AS PER PLAN | EACH | 1 |
86 | 630E84521 | SPAN WIRE SIGN SUPPORT FOUNDATION, AS PER PLAN | EACH | 2 |
87 | 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | EACH | 27 |
88 | 630E85100 | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | EACH | 24 |
89 | 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | EACH | 34 |
90 | 630E87100 | REMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION | EACH | 5 |
91 | 630E87400 | REMOVAL OF OVERHEAD MOUNTED SIGN AND DISPOSAL | EACH | 6 |
92 | 630E89706 | REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYPE TC-12.30 | EACH | 1 |
93 | 630E89790 | REMOVAL OF OVERHEAD SIGN SUPPORT AND DISPOSAL, TYPE TC-17.11 | EACH | 2 |
94 | 630E97700 | SIGNING, MISC.: Removal and Re-Erection of Wood Post Sign |
EACH | 1 |
95 | 644E00100 | EDGE LINE, 4" | MILE | 1.48 |
96 | 644E00200 | LANE LINE, 4" | MILE | 1.37 |
97 | 644E00300 | CENTER LINE | MILE | 0.86 |
98 | 644E00400 | CHANNELIZING LINE, 8" | FT | 8,716 |
99 | 644E00500 | STOP LINE | FT | 421 |
100 | 644E00700 | TRANSVERSE/DIAGONAL LINE | FT | 759 |
101 | 644E00720 | CHEVRON MARKING | FT | 217 |
102 | 644E00900 | ISLAND MARKING | SF | 57 |
103 | 644E01300 | LANE ARROW | EACH | 61 |
104 | 644E01500 | DOTTED LINE, 4" | FT | 435 |
105 | 644E01514 | DOTTED LINE, 8" | FT | 1,128 |
106 | 644E30000 | REMOVAL OF PAVEMENT MARKING | FT | 224 |
107 | 646E10000 | EDGE LINE, 4" | MILE | 0.13 |
108 | 646E10100 | LANE LINE, 4" | MILE | 0.15 |
109 | 646E10200 | CENTER LINE | MILE | 0.07 |
110 | 646E10300 | CHANNELIZING LINE, 8" | FT | 857 |
111 | 646E20300 | LANE ARROW | EACH | 5 |
112 | 646E20502 | DOTTED LINE, 4" | FT | 93 |
113 | 646E50000 | REMOVAL OF PAVEMENT MARKING | EACH | 5 |
114 | 646E50100 | REMOVAL OF PAVEMENT MARKING | FT | 2,999 |
115 | 647E20010 | CROSSWALK LINE, TYPE B90 24" |
FT | 600 |
116 | 814E00010 | INTERSTATE ELONGATED ROUTE SHIELD SYMBOL MARKING, TYPE B125 | EACH | 5 |
117 | 814E00014 | STATE ROUTE SHIELD SYMBOL MARKING, TYPE B125 | EACH | 2 |
118 | 814E00016 | CARDINAL DIRECTION (NORTH, SOUTH, WEST & EAST) MARKING, TYPE B125 | EACH | 4 |
07-TRAFFIC SIGNALS | ||||
119 | 625E00450 | CONNECTION, FUSED PULL APART | EACH | 3 |
120 | 625E00460 | CONNECTION, UNFUSED PULL APART | EACH | 3 |
121 | 625E17901 | BRACKET ARM, AS PER PLAN | EACH | 3 |
122 | 625E23000 | NO. 4 AWG 600 VOLT DISTRIBUTION CABLE | FT | 1,012 |
123 | 625E23400 | NO. 10 AWG POLE AND BRACKET CABLE | FT | 570 |
124 | 625E25504 | CONDUIT, 3", 725.051 | FT | 28 |
125 | 625E25604 | CONDUIT, 4", 725.051 | FT | 87 |
126 | 625E25802 | CONDUIT, CONCRETE ENCASED 2" |
FT | 15 |
127 | 625E25900 | CONDUIT, JACKED OR DRILLED 2" |
FT | 272 |
128 | 625E25900A | CONDUIT, JACKED OR DRILLED 4" |
FT | 298 |
129 | 625E26253 | LUMINAIRE, FUNCTIONAL TYPE, SOLID STATE (LED), AS PER PLAN | EA | 4 |
130 | 625E29000 | TRENCH | FT | 130 |
131 | 625E30707 | PULL BOX, 725.08, 24", AS PER PLAN | EACH | 2 |
132 | 625E31600A | PULL BOX, MISC: 725.08, 12"x18" |
EA | 3 |
133 | 625E32000 | GROUND ROD | EACH | 8 |
134 | 625E36010 | UNDERGROUND WARNING/MARKING TAPE | FT | 130 |
135 | 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 14 |
136 | 630E79101 | SIGN HANGER ASSEMBLY, MAST ARM, AS PER PLAN | EACH | 10 |
137 | 630E79501 | SIGN SUPPORT ASSEMBLY, POLE MOUNTED, AS PER PLAN | EACH | 1 |
138 | 630E80100 | SIGN, FLAT SHEET | SF | 21.75 |
139 | 630E84511 | RIGID OVERHEAD SIGN SUPPORT FOUNDATION, AS PER PLAN | EACH | 1 |
140 | 630E87100 | REMOVAL OF OVERHEAD MOUNTED SIGN AND REERECTION | EACH | 3 |
141 | 630E97700 | SIGNING, MISC.: Relocation of Internally Illuminated Street Name Sign |
EACH | 3 |
142 | 632E05007 | VEHICULAR SIGNAL HEAD, (LED), 3-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, AS PER PLAN | EACH | 22 |
143 | 632E05087 | VEHICULAR SIGNAL HEAD, (LED), 5-SECTION, 12" LENS, 1-WAY, POLYCARBONATE, AS PER PLAN | EACH | 1 |
144 | 632E20731 | PEDESTRIAN SIGNAL HEAD (LED) , (COUNTDOWN), TYPE D2, AS PER PLAN | EACH | 5 |
145 | 632E25000 | COVERING OF VEHICULAR SIGNAL HEAD | EACH | 23 |
146 | 632E25010 | COVERING OF PEDESTRIAN SIGNAL HEAD | EACH | 5 |
147 | 632E26001 | PEDESTRIAN PUSHBUTTON, AS PER PLAN | EACH | 5 |
148 | 632E40300 | SIGNAL CABLE, 3 CONDUCTOR, NO. 14 AWG | FT | 116 |
149 | 632E40700 | SIGNAL CABLE, 7 CONDUCTOR, NO. 14 AWG | FT | 3,803 |
150 | 632E64011 | SIGNAL SUPPORT FOUNDATION, AS PER PLAN | EACH | 3 |
151 | 632E64021 | PEDESTAL FOUNDATION, AS PER PLAN | EACH | 3 |
152 | 632E65200 | LOOP DETECTOR LEAD-IN CABLE | FT | 917 |
153 | 632E69350 | POWER CABLE, MISC.: 3 Conductor, No 2 AWG |
FT | 358 |
154 | 632E69350 | POWER CABLE, MISC.: 3 Conductor, No 2 AWG |
FT | 358 |
155 | 632E70001A | POWER SERVICE, AS PER PLAN | EA | 1 |
156 | 632E70400 | CONDUIT RISER, 2" DIAMETER | EACH | 1 |
157 | 632E79151 | COMBINATION SIGNAL SUPPORT, TYPE TC-81.22, DESIGN 14, AS PER PLAN | EA | 3 |
158 | 632E89901 | PEDESTAL, 8', TRANSFORMER BASE, AS PER PLAN | EACH | 2 |
159 | 632E90010 | PEDESTAL, MISC.: 14', Transformer Base |
EACH | 1 |
160 | 632E90100 | REMOVAL OF TRAFFIC SIGNAL INSTALLATION | EACH | 2 |
161 | 632E90400.1 | SIGNALIZATION MISC: Signal Support, Type TC-12.31 Design 12 Pole, with Masst Arms TC-81.22 Design 13 and TC-81.22 Design 14 |
EA | 1 |
162 | 632E90400A | SIGNALIZATION, MISC CCTV Camera and Equipment |
EA | 1 |
163 | 632E90400B | SIGNALIZATION, MISC: Relocation of Radar Detector Units |
EA | 3 |
164 | 632E90400C | SIGNALIZATION MISC: Relocation of Vehicular Signal Heads |
EA | 8 |
165 | 632E90400D | SIGNALIZATION MISC: Relocation of Spread Spectrum Radio |
EA | 1 |
166 | 632E90400E | SIGNALIZATION MISC: Activate Pedestrian Phase |
EA | 1 |
167 | 633E99000 | CONTROLLER ITEM, MISC.: Reuse of Emergency Vehicle Preemption |
EACH | 1 |
168 | 809E69000 | ADVANCE RADAR DETECTION | EACH | 4 |
169 | 809E69101 | STOP LINE RADAR DETECTION, AS PER PLAN | EACH | 3 |
170 | 809E69123 | ATC V6.24 CONTROLLER, AS PER PLAN | EACH | 1 |
171 | 815E30001 | SPREAD SPECTRUM RADIO, AS PER PLAN | EACH | 8 |
08-MAINTENANCE OF TRAFFIC | ||||
172 | 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | HOUR | 100 |
173 | 614E11300 | SPECIAL - WORK ZONE TRAFFIC SIGNAL Liberty Way / Ramp F1 |
EACH | 1 |
174 | 614E11300A | WORK ZONE TRAFFIC SIGNAL: Liberty Way / Cox Road |
EA | 1 |
175 | 614E11300B | WORK ZONE TRAFFIC SIGNAL: Liberty Way / Veteran's Blvd |
EA | 1 |
176 | 614E18600 | PORTABLE CHANGEABLE MESSAGE SIGN | SNMT | 8 |
177 | 614E20100 | WORK ZONE LANE LINE, CLASS I, 4", 642 PAINT | MILE | 0.97 |
178 | 614E20550 | WORK ZONE LANE LINE, CLASS III, 4", 642 PAINT | MILE | 1.52 |
179 | 614E21100 | WORK ZONE CENTER LINE, CLASS I, 642 PAINT | MILE | 0.62 |
180 | 614E21550 | WORK ZONE CENTER LINE, CLASS III, 642 PAINT | MILE | 0.93 |
181 | 614E22100 | WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT | MILE | 0.91 |
182 | 614E22350 | WORK ZONE EDGE LINE, CLASS III, 4", 642 PAINT | MILE | 1.6 |
183 | 614E23200 | WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAINT | FT | 4,457 |
184 | 614E23680 | WORK ZONE CHANNELIZING LINE, CLASS III, 8", 642 PAINT | FT | 9,573 |
185 | 614E24200 | WORK ZONE DOTTED LINE, CLASS I, 4", 642 PAINT | FT | 920 |
186 | 614E24610 | WORK ZONE DOTTED LINE, CLASS III, 4", 642 PAINT | FT | 1,656 |
187 | 614E25200 | WORK ZONE TRANSVERSE/DIAGONAL LINE, CLASS I, 642 PAINT | FT | 316 |
188 | 614E26200 | WORK ZONE STOP LINE, CLASS I, 642 PAINT | FT | 174 |
189 | 614E30200 | WORK ZONE ARROW, CLASS I, 642 PAINT | EACH | 47 |
190 | 616E10000 | WATER | MGAL | 12 |
191 | 645E00106 | EDGE LINE, TYPE C Type 1 |
MILE | 0.2 |
192 | 645E00706 | TRANSVERSE/DIAGONAL LINE, TYPE C Type 1 |
FT | 6 |
193 | 645E98010 | PAVEMENT MARKING, MISC. Temporary Black Pavement Marking Cover, Type C, Type 1 |
EACH | 2 |
09-INCIDENTALS | ||||
194 | 614E11000 | MAINTAINING TRAFFIC | LS | 1 |
195 | 619E16010 | FIELD OFFICE, TYPE B | MNTH | 4 |
196 | 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | LS | 1 |
197 | 624E10000 | MOBILIZATION | LS | 1 |
198 | 802E00001 | PREMIUM ON INDUSTRIAL INSURANCE | LS | 1 |
199 | 802E00002 | PREMIUM ON BID BOND | LS | 1 |
200 | 802E00003 | CONTINGENCIES THE CONTRACTOR SHALL ENTER $1.00 IN THE UNIT PRICE COLUMN AND $175,000.00 IN THE TOTAL COLUMN. IF THE CONTRACTOR NEGLECTS TO ENTER THE CORRECT FIGURE(S), THE CONTRACTOR'S BID SHALL BE CORRECTED AND THE PROCESS FOR MISTAKE IN BID SHALL FOLLOW. THIS ITEM WILL BE USED IN THE EVENT THAT THERE ARE CHANGE ORDERS DURING THE CONTRACT. NO EXTRA WORK OR CHANGE ORDER WILL BE PAID OR RECOGNIZED UNLESS AGREED UPON IN WRITING BY AN AUTHORIZED REPRESENTATIVE OF THE BUTLER COUNTY ENGINEER. ANY ITEM OVER THE PLAN QUANTITY WILL NOT BE PAID UNLESS IT HAS BEEN APPROVED BY AN AUTHORIZED REPRENTATIVE OF THE BUTLER COUNTY ENGINEER'S OFFICE. |
EA | 175,000 |
Alternate 1 | ||||
10-ALTERNATE #1 | ||||
201 | 611E05900 | 15" CONDUIT, TYPE B | FT | 28 |
202 | 611E05900A | 15" CONDUIT, TYPE B, 707.33 | FT | 146 |
203 | 611E07400 | 18" CONDUIT, TYPE B | FT | 11 |
Alternate 2 | ||||
11-ALTERNATE #2 | ||||
204 | 611E05901 | 15" CONDUIT, TYPE B, AS PER PLAN LSM Backfill |
FT | 28 |
205 | 611E05901A | 15" CONDUIT, TYPE B, 707.33, AS PER PLAN LSM Backfill |
FT | 146 |
206 | 611E07401 | 18" CONDUIT, TYPE B, AS PER PLAN LSM Backfill |
FT | 11 |