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You are here: Project Listing » Project 2023-03 / Contract 2023-03

Project Items

Line Item Number Description Units Quantity
Base Bid
14-INCIDENTALS
1 201E11000 CLEARING AND GRUBBING LS 1
2 614E11000 MAINTAINING TRAFFIC LS 1
3 619E16010 FIELD OFFICE, TYPE B MNTH 7
4 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING LS 1
5 624E10000 MOBILIZATION LS 1
6 802E00001 PREMIUM ON INDUSTRIAL INSURANCE LS 1
7 802E00002 PREMIUM ON BID BOND LS 1
8 802E00003 CONTINGENCIES
THE CONTRACTOR SHALL ENTER $1.00 IN THE UNIT PRICE COLUMN AND $293,230.00 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 293,230
9 832E15000 STORMWATER 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
10 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS LS 1
11 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE LS 1
12 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 $52,000.00 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 52,000
PART 1(01-ROADWAY)
13 202E20010 HEADWALL REMOVED EACH 3
14 202E23000 PAVEMENT REMOVED SY 3,258
15 202E35100 PIPE REMOVED, 24" AND UNDER FT 112
16 202E35200 PIPE REMOVED, OVER 24" FT 137
17 202E38000 GUARDRAIL REMOVED FT 313
18 202E53100 MAILBOX REMOVED EACH 1
19 202E58100 CATCH BASIN REMOVED EACH 2
20 202E75250 GATE REMOVED EACH 1
21 203E10000 EXCAVATION CY 4,257
22 203E20000 EMBANKMENT CY 5,338
23 204E10000 SUBGRADE COMPACTION SY 5,152
24 204E13000 EXCAVATION OF SUBGRADE
12" Depth		 CY 230
25 204E30020 GRANULAR MATERIAL, TYPE C CY 230
26 204E45000 PROOF ROLLING HOUR 2
27 204E50000 GEOTEXTILE FABRIC SY 690
28 606E15050 GUARDRAIL, TYPE MGS FT 287.5
29 606E26050 ANCHOR ASSEMBLY, MGS TYPE B EACH 1
30 606E26550 ANCHOR ASSEMBLY, MGS TYPE T EACH 1
31 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 EACH 2
32 623E40550 PROJECT CONTROL REFERENCE MONUMENT
As Per Plan		 EACH 9
33 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE
As Per Plan		 EACH 1
34 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS LS 1
PART 1(02-EROSION CONTROL)
35 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FABRIC CY 29
36 659E00100 SOIL ANALYSIS TEST EACH 2
37 659E00300 TOPSOIL CY 912
38 659E10001 SEEDING AND MULCHING, AS PER PLAN SY 8,217
39 659E14000 REPAIR SEEDING AND MULCHING SY 411
40 659E15000 INTER-SEEDING SY 411
41 659E20000 COMMERCIAL FERTILIZER TON 1.15
42 659E31000 LIME ACRE 1.7
43 659E35000 WATER MGAL 45
44 670E00720 DITCH EROSION PROTECTION MAT, TYPE B SY 188
45 671E15020 EROSION CONTROL MAT, TYPE C
712.11		 SY 474
46 836E10000 SEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 1 SY 249
PART 1(03-DRAINAGE)
47 602E20000 CONCRETE MASONRY CY 1.8
48 605E14000 6" BASE PIPE UNDERDRAINS FT 2,052
49 611E00406 4" CONDUIT, TYPE F FT 100
50 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS FT 110
51 611E01500 6" CONDUIT, TYPE F FT 100
52 611E06100 15" CONDUIT, TYPE C FT 86
53 611E07600 18" CONDUIT, TYPE C FT 21
54 611E13600 30" CONDUIT, TYPE C FT 67
55 611E98150 CATCH BASIN, NO. 3 EACH 3
56 611E98151A CATCH BASIN, NO 3, AS PER PLAN EA 1
57 611E98151A CATCH BASIN, NO 3, AS PER PLAN
with Weir		 EA 1
58 611E98180 CATCH BASIN, NO. 3A EACH 2
59 611E98181 CATCH BASIN, NO. 3A, AS PER PLAN EACH 1
60 611E98510 CATCH BASIN, NO. 2-3 EACH 1
61 611E99574 MANHOLE, NO. 3 EACH 3
62 895E10030 MANUFACTURED WATER QUALITY STRUCTURE, TYPE 3
As Per Plan		 EACH 1
PART 1(04-PAVEMENT)
63 301E56000 ASPHALT CONCRETE BASE, PG64-22 (449) CY 603
64 301E56100 ASPHALT CONCRETE BASE, PG64-22 (449), (DRIVEWAYS) CY 9
65 304E20000 AGGREGATE BASE CY 736
66 304E20002 AGGREGATE BASE, DRIVEWAYS CY 84
67 407E20000 NON-TRACKING TACK COAT GAL 388
68 407E20000A NON-TRACKING TACK COAT, DRIVEWAYS GAL 5
69 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 CY 120
70 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 (449) CY 167
71 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) (DRIVEWAYS)
PG64-22		 CY 3
72 451E14011 9" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, AS PER PLAN SY 293
73 451E99000 SPECIAL - REINFORCED CONCRETE PAVEMENT
Sample (Stamped)		 LUMP 1
74 452E10010 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P SY 37
75 452E12010 8" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P SY 56
76 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 FT 1,120
77 609E26000 CURB, TYPE 6 FT 251
78 609E31000 COMBINATION CURB AND GUTTER, TYPE 9 FT 302
79 609E58000 9" CONCRETE TRAFFIC ISLAND SY 155
PART 1(05-LIGHTING)
80 625E25400 CONDUIT, 2", 725.04 FT 347
81 625E25500 CONDUIT, 3", 725.04 FT 121
82 625E25600 CONDUIT, 4", 725.04 FT 80
83 625E29000 TRENCH FT 548
84 625E30701 PULL BOX, 725.08, 18", AS PER PLAN EACH 3
86 625E39001 TEMPORARY LIGHTING
As Per Plan		 WK 8
87 625E99001 SPECIAL - LIGHTING
THE CONTRACTOR SHALL ENTER $1.00 IN THE UNIT PRICE COLUMN AND $30,000.00 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 INCLUDES THE COST MARKUP AS ALLOWED BY THE CMS. 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		 EA 30,000
625E34001 POWER SERVICE, AS PER PLAN
Ground Mounted		 EACH 0
PART 1(06-TRAFFIC CONTROL)
88 621E00100 RPM EACH 35
89 626E00110A BARRIER REFLECTOR, TYPE 2 - ONE WAY EA 9
90 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 240
91 630E08600 SIGN POST REFLECTOR EACH 2
92 630E80100 SIGN, FLAT SHEET SF 88.5
93 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL EACH 11
94 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION EACH 2
95 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL EACH 12
96 630E97700 SIGNING, MISC.:
U-Channel Surface Mount Base, As Per Plan		 EACH 5
97 644E00100B EDGE LINE, 4" MILE 0.21
98 644E003003 CENTERLINE MI 0.17
99 644E00400 CHANNELIZING LINE, 8" FT 114
100 644E01514 DOTTED LINE, 8" FT 121
101 644E20800 YIELD LINE
Shark Teeth		 FT 52
PART 2(08-ROADWAY)
102 202E23000 PAVEMENT REMOVED SY 466
103 202E38000 GUARDRAIL REMOVED FT 261
104 203E10000 EXCAVATION CY 891
105 203E20000 EMBANKMENT CY 426
106 204E10000 SUBGRADE COMPACTION SY 723
107 204E45000 PROOF ROLLING HOUR 1
108 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE
1.25"		 SY 78
109 606E15050 GUARDRAIL, TYPE MGS FT 100
110 606E20050 ROUNDED END SECTION EACH 1
111 606E26500 ANCHOR ASSEMBLY, TYPE T EACH 1
112 606E35000 BRIDGE TERMINAL ASSEMBLY, TYPE 1 EACH 2
113 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS LS 1
PART 2(09-EROSION CONTROL)
114 659E00100 SOIL ANALYSIS TEST EACH 2
115 659E00300 TOPSOIL CY 40
116 659E10001 SEEDING AND MULCHING, AS PER PLAN SY 388
117 659E14000 REPAIR SEEDING AND MULCHING SY 19
118 659E15000 INTER-SEEDING SY 19
119 659E20000 COMMERCIAL FERTILIZER TON 0.05
120 659E31000 LIME ACRE 0.09
121 659E35000 WATER MGAL 2
PART 2(10-DRAINAGE)
122 601E32204 ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FABRIC CY 105
123 602E20000 CONCRETE MASONRY CY 0.54
124 605E31100 AGGREGATE DRAINS FT 20
125 611E06700 15" CONDUIT, TYPE F
707.05, Type C, 707.21 or 707.33,		 FT 79
126 611E98150 CATCH BASIN, NO. 3 EACH 2
PART 2(11-PAVEMENT)
127 301E56000 ASPHALT CONCRETE BASE, PG64-22 (449) CY 75
128 304E20000 AGGREGATE BASE CY 116
129 407E20000 NON-TRACKING TACK COAT GAL 733
130 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 CY 29
131 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 (449) CY 30
132 609E26001 CURB, TYPE 6, AS PER PLAN FT 54
PART 2(12-TRAFFIC CONTROL)
133 621E00100 RPM EACH 4
134 626E00102A BARRIER REFLECTOR, TYPE 1 - ONE WAY EA 8
135 626E00110A BARRIER REFLECTOR, TYPE 2 - ONE WAY EA 6
136 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 69
137 630E08600 SIGN POST REFLECTOR EACH 5
138 630E80100 SIGN, FLAT SHEET SF 42
139 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL EACH 7
140 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION EACH 4
141 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL EACH 6
142 630E97700 SIGNING, MISC.:
U-Channel Surface Mount Base, As Per Plan		 EACH 1
143 644E00100 EDGE LINE, 4 MILE 0.08
144 644E00300 CENTER LINE MILE 0.02
145 646E10000 EDGE LINE, 4" MILE 0.06
146 646E10200 CENTER LINE MILE 0.04
PART 2(13-STRUCTURE)
147 202E11002 STRUCTURE REMOVED, OVER 20 FOOT SPAN LS 1
148 202E22900 APPROACH SLAB REMOVED SY 160
149 202E23500 WEARING COURSE REMOVED SY 708
150 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1
151 503E21300 UNCLASSIFIED EXCAVATION LS 1
152 505E11100 PILE DRIVING EQUIPMENT MOBILIZATION LS 1
153 507E00300 STEEL PILES HP14X73, FURNISHED FT 720
154 507E00350 STEEL PILES HP14X73, DRIVEN FT 630
155 507E93300 STEEL POINTS OR SHOES EACH 18
156 509E10000 EPOXY COATED REINFORCING STEEL LB 121,873
157 509E25000 REINFORCING STEEL
No 4 GFRP Deformed Bars		 LB 2,039
158 511E44111 CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING, AS PER PLAN CY 283
159 511E46510 CLASS QC1 CONCRETE, FOOTING CY 141
160 511E71100 CONCRETE, MISC.:
Superstructure, As Per Plan (Bridge Deck)		 CY 342
161 511E71101 CONCRETE, MISC
Superstructure, As Per Plan (Parapet)		 CY 20
162 511E71102 CLASS QC3 CONCRETE, MISC:
Superstructure, As Per Plan (End Diaphragms)		 CY 39
163 511E81200 CONCRETE, MISC.:
Concrete Deck Test Slab		 LS 1
164 512E10050 SEALING OF CONCRETE SURFACES (NON-EPOXY) SY 390
165 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) SY 1,080
166 512E10400 TREATING OF CONCRETE BRIDGE DECK WITH SRS SY 438
167 515E15130 DRAPED STRAND PRESTRESSED CONCRETE BRIDGE I-BEAM MEMBERS, LEVEL 3, TYPE WF72-49 EACH 7
168 515E20000 INTERMEDIATE DIAPHRAGMS EACH 18
169 516E12300 STRIP SEAL EXPANSION JOINT ANCHORED WITH ELASTOMERIC CONCRETE FT 101
170 516E12310 SIDEWALK COVER PLATE
As Per Plan		 LB 309
171 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 118
172 516E44200 ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE)
1'-1"x1'-10" x 3.8354" with 1'-2"x3'-3 1/2"x2 1/2" Load Plate		 EACH 7
173 516E44200A ELASTOMERIC BEARING WITH INTERNAL LAMINATES AND LOAD PLATE (NEOPRENE)
1'-1"x1'-10-"x3.8354" with 1'-2"x4'-1"x2 1/2"Load Plate		 EA 7
174 517E75120 RAILING (CONCRETE PARAPET WITH TWIN STEEL TUBE RAILING) FT 130
175 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC CY 307
176 518E40000 6" PERFORATED CORRUGATED PLASTIC PIPE FT 221
177 518E40010 6" NON-PERFORATED CORRUGATED PLASTIC PIPE, INCLUDING SPECIALS FT 126
178 523E20000 DYNAMIC LOAD TESTING EACH 1
179 524E94805 DRILLED SHAFTS, 42" DIAMETER, INTO BEDROCK, AS PER PLAN FT 225
180 524E94903 DRILLED SHAFTS, 48" DIAMETER ABOVE BEDROCK, AS PER PLAN FT 173
181 526E30001 REINFORCED CONCRETE APPROACH SLABS (T=17"), AS PER PLAN SY 400
182 601E32004 ROCK CHANNEL PROTECTION, TYPE A, WITH GEOTEXTILE FABRIC CY 926
Alternate 1
ALTERNATE #1
183 611E05900 15" CONDUIT, TYPE B FT 155
184 611E07400 18" CONDUIT, TYPE B FT 182
185 611E13400 30" CONDUIT, TYPE B FT 27
Alternate 2
ALTERNATE #2
186 BC811E05900 15" CONDUIT, TYPE B
LSM Backfill		 FT 155
187 BC811E07400 18" CONDUIT, TYPE B
LSM Backfill		 FT 182
188 BC811E13400 30" CONDUIT, TYPE B
LSM Backfill		 FT 27