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You are here: Project Listing » Project 2024-17 / Contract 2024-17

Project Items

Line Item Number Description Units Quantity
HAMILTON NEW LONDON ROAD
1 201E11000 CLEARING AND GRUBBING LS 1
2 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN LS 1
3 202E23000 PAVEMENT REMOVED
Asphalt Concrete		 SY 215
4 202E23500 WEARING COURSE REMOVED SY 60
5 202E35100 PIPE REMOVED, 24" AND UNDER FT 20
6 202E38000 GUARDRAIL REMOVED FT 204
7 203E10000 EXCAVATION CY 60
8 203E20000 EMBANKMENT CY 35
9 204E10000 SUBGRADE COMPACTION SY 340
10 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE SY 438
11 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) CY 42
12 301E56100 ASPHALT CONCRETE BASE, PG64-22, (449), (DRIVEWAYS) CY 6.6
13 304E20000 AGGREGATE BASE CY 44
14 407E20000 NON-TRACKING TACK COAT GAL 54
15 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 CY 31
16 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22
Driveways		 CY 2.8
17 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448)
PG 64-22		 CY 12
18 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1
20 509E10000 EPOXY COATED STEEL REINFORCEMENT LB 2,871
21 511E53014 CLASS QC3 CONCRETE, MISC.:
Superstructure, As Per Plan		 CY 11
22 511E81200 CONCRETE, MISC.:
Concrete Deck Test Slab		 LS 1
23 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) SY 82
24 512E10400 TREATING OF CONCRETE BRIDGE DECK WITH SRS SY 62
25 512E33000 TYPE 2 WATERPROOFING SY 3.6
26 515E12010 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB12-48
23' - 0"		 EACH 6
27 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 27
28 516E25000 NYLON REINFORCED NEOPRENE SHEETING SF 139
29 516E41100 1/8" PREFORMED BEARING PAD, TYPE CDP EACH 12
30 516E42000 ELASTOMERIC BEARING PAD, MISC.:
11"x8"x1" Plain (Neoprene)		 EACH 24
31 517E72306 RAILING (DEEP BEAM RAIL WITH STEEL TUBULAR BACKUP AND TYPE 2 STEEL POSTS) FT 55
32 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING FT 55
33 518E22300 SPECIAL - STEEL DRIP STRIP FT 52
34 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN SF 3
35 606E15050 GUARDRAIL, TYPE MGS FT 100
36 606E26150 ANCHOR ASSEMBLY, MGS TYPE E EACH 4
37 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 EACH 4
38 614E11000 MAINTAINING TRAFFIC LS 1
39 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING LS 1
40 624E10000 MOBILIZATION LS 1
41 626E00110 BARRIER REFLECTOR, TYPE 2
Bidirectional		 EACH 12
42 646E10000 EDGE LINE, 4" MILE 0.11
43 646E10200 CENTER LINE MILE 0.055
44 659E10001 SEEDING AND MULCHING, AS PER PLAN SY 915
45 659E20000 COMMERCIAL FERTILIZER TON 0.016
46 659E35000 WATER MGAL 5
47 671E15010 EROSION CONTROL MAT, TYPE B SQ YD 50
48 832E15000 STORM WATER POLLUTION PREVENTION PLAN
THIS ITEM INCLUDES ALL COSTS ASSOCIATED WITH THE DEVELOPEMENT, IMPLEMENTATION, INSPECTION 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
49 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS LS 1
50 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 $5,000.00 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 5,000
51 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM CF 6.7
52 BC811E04900 12" CONDUIT, TYPE D
707.33		 LF 60
119 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN LS 1
503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN CY 0
INCIDENTALS
53 802E00001 PREMIUM ON INDUSTRIAL INSURANCE LS 1
54 802E00002 PREMIUM ON BID BOND LS 1
55 802E00003 CONTINGENCIES
THE CONTRACTOR SHALL ENTER $1.00 IN THE UNIT PRICE COLUMN AND $50,000.00 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 50,000
NICHOLS ROAD
56 201E11000 CLEARING AND GRUBBING LS 1
57 202E11203 PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN LS 1
58 202E23000 PAVEMENT REMOVED
Asphalt Concrete		 SY 348
59 202E23500 WEARING COURSE REMOVED SY 153
60 202E38000 GUARDRAIL REMOVED FT 444
61 202E53100 MAILBOX REMOVED EACH 1
62 203E10000 EXCAVATION CY 311
63 203E20000 EMBANKMENT CU YD 824
64 204E10000 SUBGRADE COMPACTION SY 526
65 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE SY 382
66 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) CY 81
67 301E56100 ASPHALT CONCRETE BASE, PG64-22, (449), (DRIVEWAYS) CY 4
68 304E20000 AGGREGATE BASE CY 84
69 407E20000 NON-TRACKING TACK COAT GAL 73
70 441E10000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (446), PG64-22 CY 29
71 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22
Driveways		 CY 2
72 441E50301 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2, (448), AS PER PLAN CY 34
73 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1
75 509E10000 EPOXY COATED STEEL REINFORCEMENT LB 8,108
76 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN EACH 73
77 511E45710 CLASS QC1 CONCRETE, ABUTMENT CY 7
78 511E53014 CLASS QC3 CONCRETE, MISC.:
Superstructure, APP		 CY 35
79 511E81200 CONCRETE, MISC.:
Concrete Deck Test Slab		 LS 1
80 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) SY 165
81 512E10400 TREATING OF CONCRETE BRIDGE DECK WITH SRS SY 166
82 512E10601 CONCRETE REPAIR BY EPOXY INJECTION, AS PER PLAN FT 21
83 512E33000 TYPE 2 WATERPROOFING SY 7
84 515E12090 PRESTRESSED CONCRETE COMPOSITE BOX BEAM BRIDGE MEMBERS, LEVEL 1, CB33-48 EACH 7
85 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 27
86 516E25000 NYLON REINFORCED NEOPRENE SHEETING SF 269
87 516E41100 1/8" PREFORMED BEARING PAD EACH 14
88 516E43100 ELASTOMERIC BEARING WITH INTERNAL LAMINATES ONLY (NEOPRENE) EACH 28
89 517E70000 RAILING (TWIN STEEL TUBE) FT 110
90 518E22300 SPECIAL - STEEL DRIP STRIP FT 123
91 519E11101 PATCHING CONCRETE STRUCTURE, AS PER PLAN SF 19
92 601E34100 ROCK CHANNEL PROTECTION, TYPE B WITHOUT FILTER CY 348
93 602E20000 CONCRETE MASONRY
Headwalls		 CY 14.2
94 606E15050 GUARDRAIL, TYPE MGS FT 75
95 606E26550 ANCHOR ASSEMBLY, MGS TYPE T EACH 1
96 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 EACH 4
97 614E11000 MAINTAINING TRAFFIC LS 1
98 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING LS 1
99 624E10000 MOBILIZATION LS 1
100 626E00110 BARRIER REFLECTOR, TYPE 2
Bidirectional		 EACH 10
101 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 26
102 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL EACH 4
103 630E85100 REMOVAL OF GROUND MOUNTED SIGN AND REERECTION EACH 2
104 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL EACH 6
105 646E10000 EDGE LINE, 4" MILE 0.14
106 646E10200 CENTER LINE MILE 0.07
107 659E10001 SEEDING AND MULCHING, AS PER PLAN SY 2,157
108 659E20000 COMMERCIAL FERTILIZER TON 0.19
109 659E35000 WATER MGAL 12
110 670E00530 SLOPE EROSION PROTECTION MAT, TYPE C SY 35
111 671E15010 EROSION CONTROL MAT, TYPE B SY 90
112 690E50000 SPECIAL - MAILBOX SUPPORT EACH 1
113 832E15000 STORM WATER POLLUTION PREVENTION PLAN
THIS ITEM INCLUDES ALL COSTS ASSOCIATED WITH THE DEVELOPEMENT, IMPLEMENTATION, INSPECTION 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
114 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS LS 1
115 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 $10,000.00 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 10,000
116 846E00110 POLYMER MODIFIED ASPHALT EXPANSION JOINT SYSTEM CF 17
117 BC811E2400 60" CONDUIT, TYPE C
707.33		 FT 179
118 BC811E98601 CATCH BASIN 2-6, AS PER PLAN EA 1
120 503E21301 UNCLASSIFIED EXCAVATION, AS PER PLAN LS 1
121 202E11005 STRUCTURE REMOVED, AS PER PLAN EACH 14
503E21101 UNCLASSIFIED EXCAVATION, AS PER PLAN CY 0