Project Items
Line | Item Number | Description | Units | Quantity |
---|---|---|---|---|
Base Bid | ||||
01-ROADWAY | ||||
1 | 201E11000 | CLEARING AND GRUBBING | LS | 1 |
2 | 202E20010 | HEADWALL REMOVED | EACH | 3 |
3 | 202E23000 | PAVEMENT REMOVED | SY | 3,579 |
4 | 202E35100 | PIPE REMOVED, 24" AND UNDER | FT | 203 |
5 | 202E53100 | MAILBOX REMOVED | EACH | 2 |
6 | 202E58100 | CATCH BASIN REMOVED | EACH | 1 |
7 | 202E75000 | FENCE REMOVED | FT | 431 |
8 | 203E10000 | EXCAVATION | CY | 1,654 |
9 | 203E20000 | EMBANKMENT | CY | 2,152 |
10 | 204E10000 | SUBGRADE COMPACTION | SY | 357 |
11 | 204E45000 | PROOF ROLLING | HOUR | 2 |
12 | 206E10500 | CEMENT | TON | 179 |
13 | 206E11000 | CURING COAT | SY | 5,911 |
14 | 206E15020 | CEMENT STABILIZED SUBGRADE, 14 INCHES DEEP | SY | 5,911 |
15 | 206E30000 | MIXTURE DESIGN FOR CHEMICALLY STABILIZED SOILS | LS | 1 |
16 | 623E40550 | PROJECT CONTROL REFERENCE MONUMENT As Per Plan |
EACH | 4 |
17 | 690E50100 | SPECIAL - MAILBOX SUPPORT SYSTEM, SINGLE | EACH | 3 |
18 | 878E25000 | INSPECTION AND COMPACTION TESTING OF UNBOUND MATERIALS | LS | 1 |
02-EROSION CONTROL | ||||
19 | 601E21060 | TIED CONCRETE BLOCK MAT WITH TYPE 2 UNDERLAYMENT | SY | 4 |
20 | 601E32204 | ROCK CHANNEL PROTECTION, TYPE C WITH GEOTEXTILE FABRIC | CY | 4 |
21 | 659E00100 | SOIL ANALYSIS TEST | EACH | 2 |
22 | 659E00300 | TOPSOIL | CY | 342 |
23 | 659E10001 | SEEDING AND MULCHING, AS PER PLAN | SY | 3,076 |
24 | 659E14000 | REPAIR SEEDING AND MULCHING As directed by the Engineer |
SY | 154 |
25 | 659E15000 | INTER-SEEDING As directed by the Engineer |
SY | 154 |
26 | 659E20000 | COMMERCIAL FERTILIZER | TON | 0.43 |
27 | 659E31000 | LIME | ACRE | 0.64 |
28 | 659E35000 | WATER | MGAL | 17 |
29 | 659E40000 | MOWING As directed by the Engineer |
MSF | 307 |
30 | 670E00700 | DITCH EROSION PROTECTION | SY | 322 |
31 | 671E15020 | EROSION CONTROL MAT, TYPE C As Per Plan |
SY | 375 |
32 | 691E00500 | SPECIAL - HERBICIDE FOR WEED CONTROL As directed by the Engineer |
SY | 3,076 |
33 | 832E15000 | STORMWATER 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 |
34 | 832E15002 | STORM WATER POLLUTION PREVENTION INSPECTIONS | LS | 1 |
35 | 832E15010 | STORM WATER POLLUTION PREVENTION INSPECTION SOFTWARE | LS | 1 |
36 | 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 $22,000.00 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 | 22,000 |
37 | 836E10000 | SEEDING AND EROSION CONTROL WITH TURF REINFORCING MAT, TYPE 1 | SY | 261 |
03-DRAINAGE | ||||
38 | 602E20000 | CONCRETE MASONRY | CY | 1 |
39 | 605E13300 | 6" UNCLASSIFIED PIPE UNDERDRAINS | FT | 105 |
40 | 605E14000 | 6" BASE PIPE UNDERDRAINS | FT | 1,851 |
41 | 611E00406 | 4" CONDUIT, TYPE F | FT | 250 |
42 | 611E00510 | 6" CONDUIT, TYPE F FOR UNDERDRAIN OUTLETS | FT | 194 |
43 | 611E01500 | 6" CONDUIT, TYPE F | FT | 157 |
44 | 611E04600 | 12" CONDUIT, TYPE C | FT | 59 |
45 | 611E06100 | 15" CONDUIT, TYPE C | FT | 198 |
46 | 611E10600 | 24" CONDUIT, TYPE C | FT | 281 |
47 | 611E98150 | CATCH BASIN, NO. 3 | EACH | 2 |
48 | 611E98151A | CATCH BASIN, NO 3, AS PER PLAN | EA | 1 |
49 | 611E98180 | CATCH BASIN, NO. 3A | EACH | 13 |
50 | 611E98470 | CATCH BASIN, NO. 2-2B | EACH | 5 |
51 | 611E98510 | CATCH BASIN, NO. 2-3 | EACH | 2 |
52 | 611E99582 | MANHOLE, NO. 3 WITH 90" BASE I.D. AND 8" WEIR | EACH | 1 |
53 | 895E10020 | MANUFACTURED WATER QUALITY STRUCTURE, TYPE 2 | EACH | 1 |
04-PAVEMENT | ||||
54 | 254E01000 | PAVEMENT PLANING, ASPHALT CONCRETE 3" |
SY | 325 |
55 | 301E56000 | ASPHALT CONCRETE BASE, PG64-22 (449) | CY | 753 |
56 | 304E20000 | AGGREGATE BASE | CY | 1,008 |
57 | 407E20000 | NON-TRACKING TACK COAT | GAL | 501 |
58 | 441E70000 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449), PG64-22 As Per Plan |
CY | 167 |
59 | 441E70200 | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 1 (449) | CY | 218 |
60 | 441E70500 | ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (449) (DRIVEWAYS) PG64-22 |
CY | 3 |
61 | 451E20000 | REINFORCED CONCRETE PAVEMENT, MISC.: 9" Truck Apron Stamped / Colored |
SY | 304 |
62 | 451E20000A | REINFORCED CONCRETE PAVEMENT, MISC: Sample Concrete Pavement (Stamped /Colored, 9" Thickness |
SY | 3 |
63 | 452E10010 | 6" NON-REINFORCED CONCRETE PAVEMENT, CLASS QC 1P Driveway |
SY | 237 |
64 | 609E12000 | COMBINATION CURB AND GUTTER, TYPE 2 | FT | 2,410 |
65 | 609E26000 | CURB, TYPE 6 | FT | 340 |
66 | 609E31000 | COMBINATION CURB AND GUTTER, TYPE 9 | FT | 270 |
67 | 609E58000 | 9" CONCRETE TRAFFIC ISLAND | SY | 187 |
05-LIGHTING | ||||
68 | 625E25409 | CONDUIT, 2", 725.051, AS PER PLAN | FT | 697 |
69 | 625E25605 | CONDUIT, 4", 725.051, AS PER PLAN | FT | 106 |
70 | 625E29000 | TRENCH | FT | 785 |
71 | 625E31600 | PULL BOX, MISC.: Install Pull Boxes Supplied by Others |
EACH | 5 |
72 | 625E36010 | UNDERGROUND WARNING/MARKING TAPE | FT | 785 |
73 | 625E39000 | TEMPORARY LIGHTING As Per Plan |
LS | 1 |
74 | 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 $38,930.00 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. |
EACH | 38,930 |
06-TRAFFIC CONTROL | ||||
75 | 621E00100 | RPM | EACH | 72 |
76 | 630E03100 | GROUND MOUNTED SUPPORT, NO. 3 POST | FT | 341 |
77 | 630E08600 | SIGN POST REFLECTOR | EACH | 4 |
78 | 630E80100 | SIGN, FLAT SHEET | SF | 141.3 |
79 | 630E84900 | REMOVAL OF GROUND MOUNTED SIGN AND DISPOSAL | EACH | 18 |
80 | 630E86002 | REMOVAL OF GROUND MOUNTED POST SUPPORT AND DISPOSAL | EACH | 17 |
81 | 630E87500 | REMOVAL OF POLE MOUNTED SIGN AND DISPOSAL | EACH | 2 |
82 | 630E97700 | SIGNING, MISC.: U-Channel Surface Mount Base, As Per Plan |
EACH | 10 |
83 | 644E00100 | EDGE LINE, 4" | MILE | 0.14 |
84 | 644E00300 | CENTER LINE | MILE | 0.2 |
85 | 644E00400 | CHANNELIZING LINE, 8" | FT | 124 |
86 | 644E01514 | DOTTED LINE, 8" | FT | 128 |
87 | 644E20800 | YIELD LINE | FT | 67 |
07-MAINTENANCE OF TRAFFIC | ||||
88 | 614E11110 | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | HOUR | 32 |
89 | 614E12420 | DETOUR SIGNING | LS | 1 |
90 | 616E10000 | WATER | MGAL | 10 |
08-INCIDENTALS | ||||
91 | 614E11000 | MAINTAINING TRAFFIC | LS | 1 |
92 | 619E16010 | FIELD OFFICE, TYPE B | MNTH | 3 |
93 | 623E10000 | CONSTRUCTION LAYOUT STAKES AND SURVEYING | LS | 1 |
94 | 624E10000 | MOBILIZATION | LS | 1 |
95 | 802E00001 | PREMIUM ON INDUSTRIAL INSURANCE | LS | 1 |
96 | 802E00002 | PREMIUM ON BID BOND | LS | 1 |
97 | 802E00003 | CONTINGENCIES THE CONTRACTOR SHALL ENTER $1.00 IN THE UNIT PRICE COLUMN AND $112,000.00 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 | 112,000 |
Alternate 1 | ||||
ALTERNATE #1 | ||||
98 | 611E04400 | 12" CONDUIT, TYPE B | FT | 398 |
99 | 611E05900 | 15" CONDUIT, TYPE B | FT | 497 |
100 | 611E10400 | 24" CONDUIT, TYPE B | FT | 188 |
Alternate 2 | ||||
ALTERNATE #2 | ||||
101 | BC811E04400 | 12" CONDUIT, TYPE B LSM Backfill |
FT | 398 |
102 | BC811E05900 | 15" CONDUIT, TYPE B LSM Backfill |
FT | 497 |
103 | BC811E10400 | 24" CONDUIT, TYPE B LSM Backfill |
FT | 188 |