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Project Items

Line Item Number Description Units Quantity
Incidentals
81 802E00001 PREMIUM ON INDUSTRIAL INSURANCE LS 1
82 802E00002 PREMIUM ON BID BOND LS 1
King Avenue(23-3)
1 201E11000 CLEARING AND GRUBBING LS 1
2 202E11004 STRUCTURE REMOVED
Catch Basin
EACH 11
3 202E23000 PAVEMENT REMOVED
Asphalt Driveway
SY 205
4 202E23000 PAVEMENT REMOVED
Concrete Driveway
SY 65
5 202E35100 PIPE REMOVED, 24" AND UNDER FT 708
6 202E70001 SPECIAL: PLUG AND ABANDON EXISTING CONDUIT
Contingency
LF 633
7 203E10001 EXCAVATION, AS PER PLAN CY 30
8 203E20001 EMBANKMENT, AS PER PLAN CY 150
9 204E10000 SUBGRADE COMPACTION SY 435
10 301E56001 ASPHALT CONCRETE BASE, (449), AS PER PLAN CY 52
11 304E20000 AGGREGATE BASE CY 76
12 407E20000 NON-TRACKING TACK COAT GAL 52
13 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS FT 2,480
14 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 CY 22
15 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) CY 22
16 452E10010 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P
Driveway
SY 65
17 605E11000 6" CONSTRUCTION UNDERDRAINS
707.33
FT 155
18 609E12000 COMBINATION CURB AND GUTTER, TYPE 2 FT 965
19 609E26000 CURB, TYPE 6 FT 850
20 614E11000 MAINTAINING TRAFFIC LS 1
21 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING LS 1
22 624E10000 MOBILIZATION LS 1
23 638E98600 WATER WORK, MISC.:
Relocate Existing, 3/4" Copper
Contingency
FT 220
24 653E10000 TOPSOIL FURNISHED AND PLACED CY 40
25 659E10001 SEEDING AND MULCHING, AS PER PLAN SY 340
26 659E20000 COMMERCIAL FERTILIZER TON 0.03
27 659E35000 WATER MGAL 1.5
28 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE EACH 13
29 811E97911 SANITARY SEWER MISC:
Relocate existing Sanitary Lateral, Contingency
LF 40
30 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
31 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS LS 1
32 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 $6,500.00 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 6,500
33 BC811E00406 4" CONDUIT, TYPE F FT 200
34 BC811E01500 6" CONDUIT, TYPE F FT 200
35 BC811E05900A 15" CONDUIT, TYPE B, 707.33
707.33
FT 772
36 BC811E07400 18" CONDUIT, TYPE B
707.33
FT 311
37 BC811E076001 18" CONDUIT, TYPE C
707.33
FT 32
38 BC811E981501 CATCH BASIN NO. 3
W / V-Grate
EA 5
39 BC811E98180 CATCH BASIN 3A
W / V-Grate
EA 1
40 BC811E981801 CATCH BASIN NO. 3, (BCEO MODIFIED)
W / V-Grate
EA 1
41 BC811E984701 CATCH BASIN NO. 2-2B
With Concrete Apron
EA 5
42 BC811E98510 CATCH BASIN, NO 2-3 EA 1
43 BC811E98512 CATCH BASIN, 2-3A EA 1
44 BC811E98570 CATCH BASIN TYPE 2-5 EA 1
45 BC811E99574 MANHOLE, NO 3 EA 2
84 802E00003 CONTINGENCIES
THE CONTRACTOR SHALL ENTER $1.00 IN THE UNIT PRICE COLUMN AND $32,750.00 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 32,750
85 638E10800 VALVE BOX ADJUSTED TO GRADE
Water
EACH 4
86 BC811E99654 MANHOLE ADJUSTED TO GRADE
Sanitary
EA 4
88 202E23000 PAVEMENT REMOVED SY 413
Pater Avenue(23-4)
46 201E11000 CLEARING AND GRUBBING LS 1
47 202E11004 STRUCTURE REMOVED
Catch Basin
EACH 4
48 202E23000 PAVEMENT REMOVED
Asphalt Driveway
SY 154
49 202E23000 PAVEMENT REMOVED
Concrete Driveway
SY 115
50 202E35100 PIPE REMOVED, 24" AND UNDER FT 180
51 202E70001 SPECIAL: PLUG AND ABANDON EXISTING CONDUIT
Contingency
LF 182
52 203E10001 EXCAVATION, AS PER PLAN CY 150
53 203E20001 EMBANKMENT, AS PER PLAN CY 50
54 204E10000 SUBGRADE COMPACTION SY 526
55 301E56001 ASPHALT CONCRETE BASE, (449), AS PER PLAN CY 25
56 304E20000 AGGREGATE BASE CY 50
57 407E20000 NON-TRACKING TACK COAT GAL 30
58 409E30000 SAWING AND SEALING ASPHALT CONCRETE PAVEMENT JOINTS FT 1,015
59 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 CY 13
60 441E50200 ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1, (448) CY 15
61 452E10010 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P
Driveway
SY 114
62 609E18000 COMBINATION CURB AND GUTTER, TYPE 3 FT 579
63 614E11000 MAINTAINING TRAFFIC LS 1
64 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING LS 1
65 624E10000 MOBILIZATION LS 1
66 638E98600 WATER WORK, MISC.:
Relocate Existing, 3/4" Copper, Contingency
FT 175
67 659E10001 SEEDING AND MULCHING, AS PER PLAN SY 250
68 659E20000 COMMERCIAL FERTILIZER TON 0.01
69 659E35000 WATER MGAL 1
70 690E50100 SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE EACH 6
71 690E50200 SPECIAL - MAILBOX SUPPORT SYSTEM, DOUBLE EACH 7
72 811E97911 SANITARY SEWER MISC:
Relocate Existing Sanitary Lateral, Contingency
LF 275
73 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
74 832E15002 STORM WATER POLLUTION PREVENTION INSPECTIONS LS 1
75 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 $2,000.00 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 2,000
76 BC811E00406 4" CONDUIT, TYPE F FT 100
77 BC811E01500 6" CONDUIT, TYPE F FT 100
78 BC811E05900A 15" CONDUIT, TYPE B, 707.33 FT 593
79 BC811E981501 CATCH BASIN NO. 3
W / V-Grate
EA 6
80 BC811E984701 CATCH BASIN NO. 2-2B EA 2
83 802E00003 CONTINGENCIES
THE CONTRACTOR SHALL ENTER $1.00 IN THE UNIT PRICE COLUMN AND $17,410.00 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 17,410
87 653E10000 TOPSOIL FURNISHED AND PLACED CY 24
89 202E23000 PAVEMENT REMOVED SY 169