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You are here: Project Listing » Project 2024-16 / Contract 2024-16

Project Items

Line Item Number Description Units Quantity
Base Bid
DRAINAGE
1 602E20000 CONCRETE MASONRY CY 0.4
2 605E31100 AGGREGATE DRAINS FT 159
86 611E97011 SLOTTED DRAIN, TYPE 2, AS PER PLAN FT 41
839E29000 TRENCH DRAIN, TYPE A WITH STANDARD GRATE FT 0
EROSION CONTROL
4 601E32010 ROCK CHANNEL PROTECTION, TYPE A WITH AGGREGATE FILTER CY 242
5 616E10000 WATER MGAL 7.2
6 659E00100 SOIL ANALYSIS TEST EACH 2
7 659E00300 TOPSOIL CY 207
8 659E10001 SEEDING AND MULCHING, AS PER PLAN SY 1,862
9 659E14000 REPAIR SEEDING AND MULCHING SY 94
10 659E15000 INTER-SEEDING SY 94
11 659E20000 COMMERCIAL FERTILIZER TON 0.26
12 659E31000 LIME ACRE 0.39
13 659E35000 WATER MGAL 11
14 670E00500 SLOPE EROSION PROTECTION SY 142
15 670E00720 DITCH EROSION PROTECTION MAT, TYPE B SY 42
16 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
17 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS LS 1
18 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE LS 1
19 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 $15,000.00 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 15,000
INCIDENTALS
20 614E11000 MAINTAINING TRAFFIC LS 1
21 619E16010 FIELD OFFICE, TYPE B MNTH 5
22 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING LS 1
23 624E10000 MOBILIZATION LS 1
24 802E00001 PREMIUM ON INDUSTRIAL INSURANCE LS 1
25 802E00002 PREMIUM ON BID BOND LS 1
26 802E00003 CONTINGENCIES
THE CONTRACTOR SHALL ENTER $1.00 IN THE UNIT PRICE COLUMN AND $80,000.00 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 80,000
MAINTENANCE OF TRAFFIC
27 614E12420 DETOUR SIGNING LS 1
PAVEMENT
28 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE
1.5" Min to 3" Max		 SY 744
29 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449) CY 151
30 301E56000 ASPHALT CONCRETE BASE, PG64-22, (449)
Variable		 CY 13
31 304E20000 AGGREGATE BASE CY 247
32 304E20000 AGGREGATE BASE
Driveways		 CY 12
33 407E20000 NON-TRACKING TACK COAT GAL 178
34 407E20000 NON-TRACKING TACK COAT
Driveways		 GAL 5
35 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 CY 68
36 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22
Driveways		 CY 5
37 441E70200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (449) CY 84
38 452E10010 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P
Driveways		 SY 64
ROADWAY
39 201E11000 CLEARING AND GRUBBING LS 1
40 201E21800 TREE REMOVED, 18" EACH 1
41 202E23000 PAVEMENT REMOVED SY 243
42 202E23000 PAVEMENT REMOVED
Concrete		 SY 43
43 202E35100 PIPE REMOVED, 24" AND UNDER FT 26
44 202E38000 GUARDRAIL REMOVED FT 188
45 202E42010 ANCHOR ASSEMBLY REMOVED, TYPE E EACH 4
46 203E10000 EXCAVATION CY 655
47 203E20000 EMBANKMENT CY 811
48 204E10000 SUBGRADE COMPACTION SY 954
49 606E15050 GUARDRAIL, TYPE MGS FT 125
50 606E15150 GUARDRAIL, TYPE MGS HALF POST SPACING FT 50
51 606E15251 GUARDRAIL, TYPE MGS QUARTER POST SPACING, AS PER PLAN FT 75
52 606E26050 ANCHOR ASSEMBLY, MGS TYPE B EACH 1
53 606E26150 ANCHOR ASSEMBLY, MGS TYPE E
MASH 2016		 EACH 3
54 606E35002 MGS BRIDGE TERMINAL ASSEMBLY, TYPE 1 EACH 2
55 623E40520 RIGHT-OF-WAY MONUMENT, TYPE B EACH 1
56 623E40900 MONUMENT, MISC.:
Magnetic Spike		 EACH 2
57 690E50350 SPECIAL - MAILBOX REMOVED AND RESET EACH 2
STRUCTURE OVER 20 FOOT SPAN
58 202E11003 STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN LS 1
59 503E11100 COFFERDAMS AND EXCAVATION BRACING LS 1
60 503E21300 UNCLASSIFIED EXCAVATION LS 1
61 509E10000 EPOXY COATED STEEL REINFORCEMENT LB 14,223
62 511E46010 CLASS QC1 CONCRETE, RETAINING/WINGWALL NOT INCLUDING FOOTING CY 44
63 511E46510 CLASS QC1 CONCRETE, FOOTING CY 95
64 511E46610 CLASS QC1 CONCRETE, HEADWALL CY 5
65 512E10100 SEALING OF CONCRETE SURFACES (EPOXY-URETHANE) SY 140
66 512E33001 TYPE 2 WATERPROOFING, AS PER PLAN SY 326
67 516E13600 1" PREFORMED EXPANSION JOINT FILLER SF 66
68 517E70001 RAILING (TWIN STEEL TUBE), AS PER PLAN FT 42
69 518E21200 POROUS BACKFILL WITH GEOTEXTILE FABRIC CY 25
70 601E11001 RIPRAP, TYPE D, AS PER PLAN SY 65
71 611E96451 16' X 8' CONDUIT, TYPE A, 706.05, AS PER PLAN FT 73
TRAFFIC CONTROL
72 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 31
73 630E80100 SIGN, FLAT SHEET SF 33
74 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL EACH 8
75 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL EACH 8
76 642E00100 EDGE LINE, 4", TYPE 1 MILE 0.19
77 642E00300 CENTER LINE, TYPE 1 MILE 0.1
WATER WORK
78 638E00700 6" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 52, MECHANICAL JOINTS AND FITTINGS FT 2
79 638E10201 6" FIRE HYDRANT, AS PER PLAN EACH 1
80 638E10480 FIRE HYDRANT REMOVED EACH 2
81 638E99000 SPECIAL - WATER WORKS
Remove and Replace 12"x6" Anchor Tee Involving Shut Down		 LS 1
Alternate 1
ALTERNATE #1
82 611E01200 6" CONDUIT, TYPE D FT 7
83 611E04900 12" CONDUIT, TYPE D
706-02 or 707.33		 FT 115
Alternate 2
ALTERNATE #2
84 611E01201 6" CONDUIT, TYPE D, AS PER PLAN
Includes LSM Backfill		 FT 7
85 611E04901 12" CONDUIT, TYPE D, AS PER PLAN
706-02 or 707.33 Includes LSM Backfill		 FT 115