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 |