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You are here: Project Listing » Project 2024-02 / Contract 2024-02

Project Items

Line Item Number Description Units Quantity
01-ROADWAY
1 201E11000 CLEARING AND GRUBBING LS 1
2 202E23000 PAVEMENT REMOVED SY 3,480
3 202E230002 PAVEMENT REMOVED, CONCRETE DRIVEWAYS SY 165
4 202E35100 PIPE REMOVED, 24" AND UNDER FT 318
5 202E53100 MAILBOX REMOVED EACH 5
6 202E58100 CATCH BASIN REMOVED EACH 4
7 203E10000 EXCAVATION CY 2,620
8 203E20000 EMBANKMENT CY 1,153
9 204E10000 SUBGRADE COMPACTION SY 4,877
10 204E13000 EXCAVATION OF SUBGRADE CY 1,856
11 204E30020 GRANULAR MATERIAL, TYPE C CY 1,856
12 204E45000 PROOF ROLLING HOUR 3
13 204E50000 GEOTEXTILE FABRIC SY 4,772
14 254E01000 PAVEMENT PLANING, ASPHALT CONCRETE
1.5"		 SY 1,351
15 301E56001 ASPHALT CONCRETE BASE, (449), AS PER PLAN CY 701
16 304E20000 AGGREGATE BASE CY 833
17 304E20000B AGGREGATE BASE, PARKING LOT CY 46
18 407E20000 NON-TRACKING TACK COAT GAL 483
19 408E10000 PRIME COAT GALLON 1,702
20 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 CY 206
21 441E50300 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 (448) CY 193
22 441E70000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22
Parking Lot		 CY 16
23 451E14011 9" REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, AS PER PLAN SY 261
24 451E97000 SAMPLE CONCRETE PAVEMENT, STAMPED
Reinforced, As Per Plan		 EA 1
25 452E10010A 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P, DRIVEWAYS SY 172
26 602E20000 CONCRETE MASONRY
Headwalls		 CY 1
27 605E14000 6" BASE PIPE UNDERDRAINS FT 2,083
28 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 FT 1,532
29 609E18000 COMBINATION CURB AND GUTTER, TYPE 3 FT 89
30 609E26000 CURB, TYPE 6 FT 191
31 609E31000 COMBINATION CURB AND GUTTER, TYPE 9 FT 264
33 611E00406 4" CONDUIT, TYPE F
Contingency		 FT 100
34 611E00510 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS FT 100
35 611E01500 6" CONDUIT, TYPE F
Contingency		 FT 100
36 611E04900 12" CONDUIT, TYPE D FT 25
37 611E07600 18" CONDUIT, TYPE C FT 12
39 611E98150 CATCH BASIN, NO. 3 EACH 4
40 611E98151A CATCH BASIN, NO 3, AS PER PLAN EA 3
41 611E98450 CATCH BASIN, NO. 2-2A EACH 1
42 611E98470 CATCH BASIN, NO. 2-2B EACH 1
43 611E99574 MANHOLE, NO. 3 EACH 3
44 611E99582 MANHOLE, NO. 3 WITH 90" BASE I.D. AND 8" WEIR EACH 1
45 614E11000 MAINTAINING TRAFFIC LS 1
46 615E10000 ROADS FOR MAINTAINING TRAFFIC LS 1
47 615E25001 PAVEMENT FOR MAINTAINING TRAFFIC, CLASS B, AS PER PLAN SY 720
48 616E10000 WATER MGAL 5
49 621E00100 RPM EACH 69
50 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING LUMP 1
51 623E40500 REFERENCE MONUMENT
Type A		 EACH 1
52 623E40900 MONUMENT, MISC.:
Mag Spike, As Per Plan		 EACH 3
53 623E50000 PRECONSTRUCTION SURVEY MONUMENT VERIFICATION AND REPORT LS 1
54 624E10000 MOBILIZATION LS 1
55 630E03100 GROUND MOUNTED SUPPORT, NO. 3 POST FT 365
56 630E80100 SIGN, FLAT SHEET SF 154
57 630E84900 REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL EACH 10
58 630E86002 REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL EACH 10
59 630E97700 SIGNING, MISC.:
U-Channel Sign Post Anchors, As Per Plan		 EACH 8
60 644E00100 EDGE LINE, 4" MILE 0.3
61 644E003002 CENTER LINE MI 0.18
62 644E00400 CHANNELIZING LINE, 8" FT 228
63 644E00900 ISLAND MARKING SF 58
64 644E01110 SCHOOL SYMBOL MARKING, 96"
Shark Teeth		 EACH 1
65 644E01300A LANE ARROW EACH 2
66 644E01514 DOTTED LINE, 8" FT 133
67 644E20800 YIELD LINE
Shark Teeth		 FT 64
68 659E00100 SOIL ANALYSIS TEST EACH 2
69 653E10000 TOPSOIL FURNISHED AND PLACED CY 630
70 659E10001 SEEDING AND MULCHING, AS PER PLAN SY 5,730
71 659E14000 REPAIR SEEDING AND MULCHING SY 573
72 659E20000 COMMERCIAL FERTILIZER TON 0.52
73 659E35000 WATER MGAL 30
74 659E40000 MOWING MSF 51.5
75 660E25000 SODDING STAKED SY 311
76 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE EACH 5
77 691E00500 SPECIAL - HERBICIDE FOR WEED CONTROL SY 6,000
78 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
79 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS LS 1
80 832E15010 STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE LS 1
81 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 $16,000.00 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 16,000
82 895E10020 MANUFACTURED WATER QUALITY STRUCTURE, TYPE 2 EACH 1
115 832E30002 SPECIAL: Catch Basin Inlet Erosion Protection, As Per Plan
CB3 - This contingency item includes installation and removal of Dandy Bags or approved equal.		 EA 1
116 832E30002 SPECIAL: Catch Basin Inlet Erosion Protection, As Per Plan
CB 2-2, This contingency item includes installation and removal of Dandy Bags or approved equal.		 EA 1
117 644E00700 TRANSVERSE/DIAGONAL LINE FT 119
118 609E58000 9" CONCRETE TRAFFIC ISLAND SY 353
609E60000 9" CONCRETE TRAFFIC ISLAND CY 0
611E04600 12" CONDUIT, TYPE C FT 0
02-LIGHTING
83 625E25409 CONDUIT, 2", 725.051, AS PER PLAN FT 185
84 625E25505 CONDUIT, 3", 725.051, AS PER PLAN FT 188
85 625E25605 CONDUIT, 4", 725.051, AS PER PLAN FT 114
86 625E29002 TRENCH, 24" DEEP FT 241
87 625E39000 TEMPORARY LIGHTING
As Per Plan		 LS 1
88 625E98000 LIGHTING, MISC.:
AS PER PLAN, The Contractor shall pay Duke Energy to supply and install the proposed lighting foundations, lights and power source. This work includes the markup for the contractor. Co-ordination with Duke Energy for this Work is incidental to Contract Items. The Contractor shall enter $1.00 in the unit price column and $28,187.22 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.		 EACH 28,187.22
89 625E98000 LIGHTING, MISC.:
Install Pull Box, supplied by others		 EACH 3
03-WATER
91 638E04801 3/4" COPPER SERVICE BRANCH, AS PER PLAN FT 116
92 638E04901 1" COPPER SERVICE BRANCH, AS PER PLAN FT 194
94 638E10400 FIRE HYDRANT ADJUSTED TO GRADE EA 1
95 638E10601 FIRE HYDRANT AND GATE VALVE REMOVED AND RESET, AS PER PLAN EACH 1
96 638E10800 VALVE BOX ADJUSTED TO GRADE EACH 2
97 638E11101 METER AND CHAMBER REMOVED AND RESET, AS PER PLAN EACH 5
112 638E00705 6" WATER MAIN DUCTILE IRON PIPE ANSI CLASS 53, MECHANICAL JOINTS AND FITTINGS, AS PER PLAN FT 160
113 638E07801 6" GATE VALVE AND VALVE BOX, AS PER PLAN EACH 1
114 638E10901 SERVICE BOX ADJUSTED TO GRADE, AS PER PLAN EACH 2
04-INCIDENTALS
99 619E16010 FIELD OFFICE, TYPE B MONTH 3
100 802E00001 PREMIUM ON INDUSTRIAL INSURANCE LS 1
101 802E00002 PREMIUM ON BID BOND LS 1
102 802E00003 CONTINGENCIES
THE CONTRACTOR SHALL ENTER $1.00 IN THE UNIT PRICE COLUMN AND $110,000.00 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 110,000
05-ALTERTNATE #1
103 611E04400 12" CONDUIT, TYPE B FT 270
104 611E05900 15" CONDUIT, TYPE B FT 119
105 611E07400 18" CONDUIT, TYPE B FT 265
110 611E13400 30" CONDUIT, TYPE B FT 96
06-ALTERNATE #2
106 611E04401 12" CONDUIT, TYPE B, AS PER PLAN
LSM Backfill		 FT 270
107 611E05901 15" CONDUIT, TYPE B, AS PER PLAN
LSM Backfill		 FT 119
108 611E07401 18" CONDUIT, TYPE B, AS PER PLAN
LSM Backfill		 FT 265
119 611E13401 30" CONDUIT, TYPE B, AS PER PLAN
LSM Backfill		 FT 96