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You are here: Project Listing » Project 2023-02 / Contract 2023-02

Project Items

Line Item Number Description Units Quantity
Base Bid
01-ROADWAY
1 201E11000 CLEARING AND GRUBBING LS 1
2 202E20010 HEADWALL REMOVED EACH 8
3 202E23000 PAVEMENT REMOVED SY 180
4 202E30000 WALK REMOVED SF 49
5 202E32500 CURB AND GUTTER REMOVED FT 127
6 202E35100 PIPE REMOVED, 24" AND UNDER FT 870
7 202E53100 MAILBOX REMOVED EACH 24
8 202E58100 CATCH BASIN REMOVED EACH 7
9 202E75000 FENCE REMOVED FT 40
10 203E10000 EXCAVATION CY 403
11 203E20000 EMBANKMENT CY 3,622
12 203E35120 GRANULAR MATERIAL, TYPE C CY 1,204
13 204E10000 SUBGRADE COMPACTION SY 4,911
14 204E13000 EXCAVATION OF SUBGRADE CY 1,204
15 204E45000 PROOF ROLLING HOUR 5
16 204E50000 GEOTEXTILE FABRIC SY 2,887
17 608E10000 4" CONCRETE WALK SF 52
18 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 FT 4,134
19 621E54000 RAISED PAVEMENT MARKER REMOVED EACH 76
20 623E40550 PROJECT CONTROL REFERENCE MONUMENT EACH 7
21 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL EACH 14
22 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL EACH 10
23 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE EACH 24
24 878E25000 INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS LS 1
02-EROSION CONTROL
25 601E32100 ROCK CHANNEL PROTECTION, TYPE B WITH FILTER CY 2
26 659E00100 SOIL ANALYSIS TEST EACH 2
27 659E00300 TOPSOIL CY 794
28 659E10001 SEEDING AND MULCHING, AS PER PLAN SY 7,145
29 659E14000 REPAIR SEEDING AND MULCHING SY 358
30 659E20000 COMMERCIAL FERTILIZER TON 1
31 659E31000 LIME ACRE 1.48
32 659E35000 WATER MGAL 41
33 832E30000 EROSION CONTROL
This item is for the installation of Storm Water BMPS as defined in appendix "F" of ODOT supplemental specifications 832. The Contractor shall enter $1.00 in the unit price column and $45,000.00 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 45,000
129 691E00500 SPECIAL - HERBICIDE FOR WEED CONTROL
Contingency item to be used at the direction of the Engineer		 SY 7,145
130 659E40000 MOWING
Contingency Item to be used at the direction of the Engineer		 MSF 65
03-DRAINAGE
34 602E20000 CONCRETE MASONRY CY 1
35 605E13300 6" UNCLASSIFIED PIPE UNDERDRAINS FT 100
36 605E14000 6" BASE PIPE UNDERDRAINS FT 3,632
37 611E00406 4" CONDUIT, TYPE F FT 100
38 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS FT 130
39 611E01500 6" CONDUIT, TYPE F FT 150
41 611E04600 12" CONDUIT, TYPE C FT 752
42 611E06100 15" CONDUIT, TYPE C FT 405
44 611E07600 18" CONDUIT, TYPE C FT 300
46 611E98150 CATCH BASIN, NO. 3 EACH 2
47 611E98151 CATCH BASIN, NO. 3, AS PER PLAN EACH 1
48 611E98151A CATCH BASIN, NO 3, AS PER PLAN
with 9" weir		 EA 1
49 611E98180 CATCH BASIN, NO. 3A EACH 6
50 611E98181 CATCH BASIN, NO. 3A, AS PER PLAN EACH 3
51 611E98470 CATCH BASIN, NO. 2-2B EACH 19
52 611E99574 MANHOLE, NO. 3 EACH 3
53 832E15000 STORMWATER POLLUTION PREVENTION PLAN
This item includes all costs associated with the development, 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 specification 832 shall apply.		 LS 1
54 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS LS 1
55 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE SERVICES LS 1
56 895E10030 MANUFACTURED WATER QUALITY STRUCTURE, TYPE 3 EACH 1
04-PAVEMENT
57 254E01001 PAVEMENT PLANING, ASPHALT CONCRETE, AS PER PLAN
Variable Depth, 0" - 1 1/2"		 SY 10,850
58 301E56000 ASPHALT CONCRETE BASE, PG64-22 (449) CY 448
59 304E20000 AGGREGATE BASE CY 703
60 304E20002 AGGREGATE BASE, DRIVEWAYS CY 89
61 407E20000 NON-TRACKING TACK COAT GAL 1,566
62 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 CY 545
63 441E70300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 (449) CY 481
64 441E70500 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) (DRIVEWAYS) CY 7
65 452E10010 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P SY 918
66 452E10011 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, AS PER PLAN SY 12
131 253E01000 PAVEMENT REPAIR
Contingency Item to be used at the direction of the Engineer		 SQ YD 200
05-WATER WORK
67 202E75610 VALVE BOX REMOVED EACH 6
68 638E04901 1" COPPER SERVICE BRANCH, AS PER PLAN FT 735
69 638E07481 6" GATE VALVE, AS PER PLAN EACH 6
70 638E07491 8" GATE VALVE, AS PER PLAN EACH 2
71 638E07501 12" GATE VALVE, AS PER PLAN EACH 6
72 638E10201 6" FIRE HYDRANT, AS PER PLAN EACH 6
73 638E10481 FIRE HYDRANT REMOVED, AS PER PLAN EACH 5
74 638E10800 VALVE BOX ADJUSTED TO GRADE EACH 1
75 638E98000 WATER WORK, MISC.:
1" Curb Stop and Valve Box		 EACH 20
76 638E80001 12" AWWA C 151, CLASS 53 DUCTILE IRON, PUSH ON JOINT FT 734
77 638E80002 12" DUCTILE IRON WATER MAIN CL53, RESTRAINED JOINT, AWWA C151 LF 940
78 638E00806 6" AWWA C 151, CLASS 53, DUCTILE IRON, RESTRAINED JOINT FT 25
79 638E01410 8" AWWA C 151, CLASS 53, DUCTILE IRON, RESTRAINED JOINT FT 107
80 638E00906 ANCHOR PIPE FOR HYDRANT 6" AWWA C 151, CLASS 53, DUCTILE IRON FT 95
81 638E98000K WATER WORK MISC: CONNECT TO EXISTING WATER SERVICE EA 20
82 638E98000D WATER WORK MISC: CONNECT TO EXISTING WATER MAINS EA 4
83 638E98000L WATER WORK MISC: CUT AND PLUG, TYPE 1 EA 1
84 638E98000M WATER WORK MISC: CUT AND PLUG, TYPE 3 EA 3
85 638E99002 WATER WORK MISC: KEYWAY ANCHOR EA 4
06-TRAFFIC CONTROL
86 621E00100 RPM EACH 94
87 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 216
88 630E08600 SIGN POST REFLECTOR EACH 4
89 630E80100 SIGN, FLAT SHEET SF 105
90 630E80500 SIGN, DOUBLE FACED, STREET NAME EACH 6
91 630E80510 SIGN, STREET NAME EACH 3
92 644E00200 LANE LINE, 4" MILE 0.11
93 644E00300 CENTER LINE MILE 0.78
94 644E00400 CHANNELIZING LINE, 8 FT 672
95 644E00500 STOP LINE FT 71
96 644E01300 LANE ARROW EACH 23
97 644E01410 WORD ON PAVEMENT, 96 EACH 2
98 644E01514 DOTTED LINE, 8 FT 375
07-MAINTENANCE OF TRAFFIC
99 614E12420 DETOUR SIGNING LS 1
100 614E20100 WORK ZONE LANE LINE, CLASS I, 4", 642 PAINT MILE 0.13
101 614E20400 WORK ZONE LANE LINE, CLASS II, 4" MILE 0.11
102 614E21100 WORK ZONE CENTER LINE, CLASS I, 642 PAINT MILE 1.89
103 614E21400 WORK ZONE CENTER LINE, CLASS II MILE 0.78
104 614E22100 WORK ZONE EDGE LINE, CLASS I, 4", 642 PAINT MILE 2.85
105 614E23200 WORK ZONE CHANNELIZING LINE, CLASS I, 8", 642 PAINT FT 1,304
106 614E23650 WORK ZONE CHANNELIZING LINE, CLASS II, 8" FT 672
107 614E24200 WORK ZONE DOTTED LINE, CLASS I, 4", 642 PAINT FT 211
108 614E30200 WORK ZONE ARROW, CLASS I, 642 PAINT EACH 29
109 615E10000 ROADS FOR MAINTAINING TRAFFIC LS 1
110 615E25000 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B SY 259
111 616E10000 WATER MGAL 15
112 642E30000 REMOVAL OF PAVEMENT MARKING FT 20,742
113 642E30020 REMOVAL OF PAVEMENT MARKING EACH 6
08-INCIDENTALS
114 614E11000 MAINTAINING TRAFFIC LS 1
115 619E16010 FIELD OFFICE, TYPE B MNTH 5
116 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING LS 1
117 624E10000 MOBILIZATION LS 1
118 802E00001 PREMIUM ON INDUSTRIAL INSURANCE LS 1
119 802E00002 PREMIUM ON BID BOND LS 1
120 802E00003 CONTINGENCIES
The Contractor shall enter $1.00 in the unit price column and $65,000.00 in the total column. If the Contractor neglects to enter the correct figure(s), the Contractor's bid will be corrected and the process for "Mistake in Bid" shall follow. This item will be used in the event that there are change orders in the Contract. No work will be paid or recognized under this item unless agreed upon in writing by an authorized representative of the Butler County Engineer's Office		 EA 65,000
Alternate 1
09-ALTERNATE #1
40 611E04400 12" CONDUIT, TYPE B FT 117
43 611E07400 18" CONDUIT, TYPE B FT 314
123 611E04600 12" CONDUIT, TYPE C FT 143
124 611E06100 15" CONDUIT, TYPE C FT 158
125 611E07600 18" CONDUIT, TYPE C FT 90
Alternate 2
10-ALTERNATE #2
121 BC811E04400 12" CONDUIT, TYPE B
LSM Backfill		 FT 117
122 BC811E07400 18" CONDUIT, TYPE B
LSM Backfill		 FT 314
126 BC811E046001 12" CONDUIT, TYPE C
LSM Backfill		 FT 143
127 BC811E06100 15" CONDUIT, TYPE C
LSM Backfill		 FT 158
128 BC811E076001 18" CONDUIT, TYPE C
LSM Backfill		 FT 90