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You are here: Project Listing » Project 2024-12 / Contract 2024-12

Project Items

Line Item Number Description Units Quantity
BROOKVILLE ROAD #0.379
1 201E11000 CLEARING AND GRUBBING LS 1
2 202E38000 GUARDRAIL REMOVED FT 300
3 407E20000 NON-TRACKING TACK COAT GAL 43
4 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 CY 21
5 512E10000 SEALING OF CONCRETE SURFACES SY 186
6 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES SY 186
7 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL FT 70
8 517E75600 DEEP BEAM BRIDGE RETROFIT RAILING FT 375
9 606E15050 GUARDRAIL, TYPE MGS FT 225
10 606E26150 ANCHOR ASSEMBLY, MGS TYPE E
MASH 2016		 EACH 3
11 606E35140 BRIDGE TERMINAL ASSEMBLY, TYPE 4 EACH 3
12 614E11000 MAINTAINING TRAFFIC LS 1
13 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING LS 1
14 624E10000 MOBILIZATION LS 1
15 626E00110B BARRIER REFLECTOR, TYPE 2 - BI-DIRECTIONAL EA 9
16 646E10000 EDGE LINE, 4" MILE 0.129
17 646E10200 CENTER LINE MILE 0.06
18 659E10001 SEEDING AND MULCHING, AS PER PLAN SY 50
19 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION
1.75 Inch Thickness		 SY 777
20 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION SY 777
21 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY CY 32
22 848E50000 HAND CHIPPING SY 102
23 848E50100 TEST SLAB LS 1
24 848E50200 FULL-DEPTH REPAIR CY 12
CRESENTVILLE ROAD #3.009
25 201E11000 CLEARING AND GRUBBING LS 1
26 202E23000 PAVEMENT REMOVED SY 27
27 202E23501 WEARING COURSE REMOVED, AS PER PLAN SY 879
28 203E10000 EXCAVATION CY 13
29 204E10000 SUBGRADE COMPACTION SY 36
30 304E20000 AGGREGATE BASE CY 5
31 407E20000 NON-TRACKING TACK COAT GAL 53
32 441E50000 ASPHALT CONCRETE SURFACE COURSE, TYPE 1, (448), PG64-22 CY 26
33 509E10000 EPOXY COATED STEEL REINFORCEMENT LB 2,156
34 510E10001 DOWEL HOLES WITH NONSHRINK, NONMETALLIC GROUT, AS PER PLAN EACH 56
35 511E52110 CLASS QC MS CONCRETE
Approach Slab, As Per Plan		 CY 10
36 512E10000 SEALING OF CONCRETE SURFACES SY 110
37 512E74000 REMOVAL OF EXISTING COATINGS FROM CONCRETE SURFACES SY 110
38 516E10000 PREFORMED ELASTOMERIC COMPRESSION JOINT SEAL FT 112
39 517E75501 BRIDGE RAILING REBUILT, AS PER PLAN FT 112
40 518E22300 SPECIAL - STEEL DRIP STRIP FT 261
41 519E11100 PATCHING CONCRETE STRUCTURE SF 362
42 609E12001 COMBINATION CURB AND GUTTER, TYPE 2, AS PER PLAN
Contingency Item		 FT 10
43 614E11000 MAINTAINING TRAFFIC LS 1
44 623E10000 CONSTRUCTION LAYOUT STAKES AND SURVEYING LS 1
45 624E10000 MOBILIZATION LS 1
46 646E10000 EDGE LINE, 4" MILE 0.097
47 646E10200 CENTER LINE MILE 0.092
48 646E10300 CHANNELIZING LINE, 8" FT 272
49 646E20300 LANE ARROW EACH 4
50 659E10001 SEEDING AND MULCHING, AS PER PLAN SY 50
51 848E10200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY USING HYDRODEMOLITION
3.75 Inch Thickness		 SY 906
52 848E20000 SURFACE PREPARATION USING HYDRODEMOLITION SY 879
53 848E30200 SUPERPLASTICIZED DENSE CONCRETE OVERLAY (VARIABLE THICKNESS), MATERIAL ONLY CY 39
54 848E50000 HAND CHIPPING SY 102
55 848E50100 TEST SLAB LS 1
56 848E50200 FULL-DEPTH REPAIR CY 19
INCIDENTALS
57 802E00001 PREMIUM ON INDUSTRIAL INSURANCE LS 1
58 802E00002 PREMIUM ON BID BOND LS 1
59 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