4-Bid Schedule formatted for Portal.xlsx
XLSX spreadsheet 33 KB Posted
- Attached to
- 2026 Street Rehabilitation, Contract A
- Solicitation number
- 2026-001
- Issued by
- Delaware County, Ohio
About this file
This is a bid schedule document for the City of Westerville, Ohio's 2026 Street Rehabilitation project (Contract A, Project No. 2026-001). The project encompasses comprehensive street improvements including asphalt plane and overlay, crack sealing, pavement and concrete repairs, sidewalk and path improvements, pavement markings, school flasher material procurement and delivery, traffic signal rewiring and equipment upgrades, water valve bonnet hardware replacement, vacuum excavation and backfill of water services, and bridge rehabilitation work on Hempstead Road. The bid schedule contains 249 base bid line items plus two alternates, with quantities ranging from individual units to thousands of square yards or linear feet for various materials and services. The project completion date is September 25, 2026, and bidders are required to commence work on or after a date specified in the Notice to Proceed. The document does not specify a formal bid due date or bidders' conference details within the bid schedule itself.
The Engineer's Estimate for the Base Bid is $6,580,000. The bid schedule includes specific unit prices (currently shown as $0.00 for most items, with two allowance items showing $5,000 each) and requires bidders to provide pricing for all base bid items and alternates A and B. Bid Alternate A addresses procurement and installation of a rectangular rapid flashing beacon system, while Bid Alternate B covers BMX track turns, with a note that funding has not yet been appropriated for Alternate B and the City reserves the right to add it via Change Order if funds are appropriated by July 15, 2026. All unit prices must include materials, equipment, labor, delivery, installation, overhead, profit, and incidental costs. Bidders are required to acknowledge receipt of any addenda and agree to pay liquidated damages as specified in the General Provisions and Special Provisions. The City of Westerville reserves the right to award the contract to the lowest and best bidder for the Base Bid only or for the Base Bid plus any combination of alternates, excluding Bid Alternate B.
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Other files
| File | Type | Posted |
|---|---|---|
| 3-Project Manual.pdf | ||
| 2-Prevailing Wage Rates - FRA County.pdf | ||
| 1-Prevailing Wage Rates - DEL County.pdf |
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Text version
Bid Schedule
| 2026 STREET REHABILITATION, CONTRACT A (Project No. 2026-001) | |||||||
| BID SCHEDULE | |||||||
| (A) | (B) | (C) | |||||
| ITEM | SPEC | CMS | DESCRIPTION | QUANTITY | UNIT | UNIT PRICE | Unit Item TOTAL IN FIGURES (A x B) |
| STREETS | |||||||
| 1 | 201 | COLS | CLEARING AND GRUBBING, AS PER PLAN | 1.00 | LS | $0.00 | |
| 2 | 12201 | COLS | TREE PRUNING, AS DIRECTED | 5.00 | EA | $0.00 | |
| 3 | 202 | COLS | CATCH BASIN OR INLET REMOVED | 1.00 | EA | $0.00 | |
| 4 | 12202 | WEST | CONCRETE COLLAR REMOVED, AS DIRECTED | 20.00 | SY | $0.00 | |
| 5 | 202 | COLS | CURB REMOVED | 100.00 | FT | $0.00 | |
| 6 | 202 | COLS | PAVEMENT REMOVED, AS DIRECTED | 143.00 | SY | $0.00 | |
| 7 | 202 | COLS | PAVEMENT REMOVED, ASPHALT | 255.00 | SY | $0.00 | |
| 8 | 202 | COLS | PIPE REMOVED | 8.00 | FT | $0.00 | |
| 9 | 202 | COLS | WALK REMOVED | 47,497.00 | SF | $0.00 | |
| 10 | 203 | COLS | EMBANKMENT, AS DIRECTED | 10.00 | CY | $0.00 | |
| 11 | 203 | COLS | EXCAVATION | 105.00 | CY | $0.00 | |
| 12 | 203 | COLS | GRANULAR MATERIAL, NO 1 STONE, 703.01, AS DIRECTED | 10.00 | CY | $0.00 | |
| 13 | 203 | COLS | GRANULAR MATERIAL, NO 2 STONE, 703.01, AS DIRECTED | 10.00 | CY | $0.00 | |
| 14 | 204 | COLS | EXCAVATION OF SUBGRADE, AS DIRECTED | 30.00 | CY | $0.00 | |
| 15 | 207 | COLS | TEMPORARY SEDIMENT AND EROSION CONTROLS | 1.00 | LS | $0.00 | |
| 16 | 251 | COLS | PARTIAL DEPTH PAVEMENT REPAIR | 50.00 | SY | $0.00 | |
| 17 | 252 | COLS | FULL DEPTH PAVEMENT SAWING, AS DIRECTED | 50.00 | FT | $0.00 | |
| 18 | 253 | COLS | PAVEMENT REPAIR | 50.00 | SY | $0.00 | |
| 19 | 253 | COLS | PAVEMENT REPAIR, CONCRETE BASE | 1,224.00 | SY | $0.00 | |
| 20 | 254 | COLS | PAVEMENT PLANING, 1", ASPHALT CONCRETE | 5,575.00 | SY | $0.00 | |
| 21 | 254 | COLS | PAVEMENT PLANING, 1-1/2", ASPHALT CONCRETE | 2,891.00 | SY | $0.00 | |
| 22 | 254 | COLS | PAVEMENT PLANING, 2-1/2", ASPHALT CONCRETE | 56,693.00 | SY | $0.00 | |
| 23 | 254 | COLS | PAVEMENT PLANING, 3", ASPHALT CONCRETE | 50,375.00 | SY | $0.00 | |
| 24 | 254 | COLS | PAVEMENT PLANING, 3", CONCRETE | 1,376.00 | SY | $0.00 | |
| 25 | 259 | COLS | DRIVEWAY PAVEMENT REPLACEMENT, TYPE 111A | 10.00 | CY | $0.00 | |
| 26 | 12259 | COLS | PERMANENT PAVEMENT REPLACMENT, PER WEST STD RD-15, TYPE B | 7.80 | CY | $0.00 | |
| 27 | 304 | COLS | AGGREGATE BASE | 26.00 | CY | $0.00 | |
| 28 | 304 | COLS | AGGREGATE BASE, AS DIRECTED | 10.00 | CY | $0.00 | |
| 29 | 12401 | WEST | J-BAND VOID REDUCING ASPHALT MEMBRANE, AS PER PLAN | 37,839.00 | FT | $0.00 | |
| 30 | 12401 | WEST | CRAFCO PAVEMENT JOINT ADHESIVE, AS PER PLAN | 2,678.00 | FT | $0.00 | |
| 31 | 404LVT | ODOT | 404LVT, ASPHALT CONCRETE, PG58-28 | 238.00 | CY | $0.00 | |
| 32 | 407 | COLS | NON-TRACKING TACK COAT (0.07 GAL/SY) | 16,144.00 | GAL | $0.00 | |
| 33 | 12423 | WEST | CRACK SEALING, TYPE II | 68,395.00 | SY | $0.00 | |
| 34 | 424 | COLS | FINE GRADED POLYMER ASPHALT CONCRETE, TYPE B | 1,103.00 | CY | $0.00 | |
| 35 | 441 | COLS | ASPHALT CONCRETE, INT. COURSE, TYPE 2, (448) | 5,039.00 | CY | $0.00 | |
| 36 | 441 | COLS | ASPHALT CONCRETE, SUR. COURSE, TYPE 1, (448), PG64-22 | 2,403.00 | CY | $0.00 | |
| 37 | 441 | COLS | PRE-LEVELING COURSE, AS DIRECTED | 20.00 | CY | $0.00 | |
| 38 | 12452 | WEST | 6" NON-REINF CONC PAVEMENT, AS DIRECTED, CLASS COC MS, PER WEST STD RD-04 | 138.00 | SY | $0.00 | |
| 39 | 12452 | WEST | 8" NON-REINF CONC PAVEMENT, AS DIRECTED, CLASS COC MS, PER WEST STD RD-10 | 20.00 | SY | $0.00 | |
| 40 | 601 | COLS | ROCK CHANNEL PROTECTION, TYPE B WITH FILTER | 100.00 | CY | $0.00 | |
| 41 | 603 | COLS | 3" CONDUIT, TYPE E, 720.08 | 800.00 | FT | $0.00 | |
| 42 | 604 | COLS | CATCH BASIN (AA-S133A) WITHOUT CHAMFERING | 1.00 | EA | $0.00 | |
| 43 | 12604 | WEST | CATCH BASIN, OR INLET ADJUSTED TO GRADE, AS DIRECTED | 73.00 | EA | $0.00 | |
| 44 | 12604 | WEST | CATCH BASIN, OR INLET PARGED, AS DIRECTED | 250.00 | SF | $0.00 | |
| 45 | 12604 | WEST | MANHOLE, CATCH BASIN, OR INLET RECONSTRUCTED TO GRADE, AS DIRECTED | 23.00 | EA | $0.00 | |
| 46 | 12604 | WEST | MANHOLE ADJUSTED TO GRADE, ASPHALT COLLAR | 10.00 | EA | $0.00 | |
| 47 | 12604 | WEST | MANHOLE ADJUSTED TO GRADE, CORED CONCRETE COLLAR | 10.00 | EA | $0.00 | |
| 48 | 605 | COLS | 6" UNDERDRAIN, 720.12, TYPE SP | 275.00 | FT | $0.00 | |
| 49 | 12608 | WEST | 4" CONCRETE WALK, PER WEST STD RD-05 | 49,530.00 | SF | $0.00 | |
| 50 | 12608 | WEST | CURB RAMP, 6", CLASS COC 5 | 131.00 | EA | $0.00 | |
| 51 | 12608 | WEST | DETECTABLE WARNING, TUFTILE, CAST IRON, DARK GRAY | 1,032.00 | SF | $0.00 | |
| 52 | 12608 | WEST | PAVER REPLACEMENT WITH TREE GRATE, COMPLETE, AS PER PLAN | 34.00 | EA | $0.00 | |
| 53 | 12608 | WEST | PAVER REPLACEMENT WITHOUT TREE GRATE, COMPLETE, AS PER PLAN | 9.00 | EA | $0.00 | |
| 54 | 12609 | COLS | 3.5" DIAMETER CORED CURB | 250.00 | EA | $0.00 | |
| 55 | 12609 | WEST | COMBINED CURB AND GUTTER, TYPE MOUNTABLE, AS PER PLAN, CLASS COC 5 | 700.00 | FT | $0.00 | |
| 56 | 12609 | WEST | COMBINED CURB & GUTTER, SPOT, CLASS COC 5, PER WEST STD RD-02 | 16,344.00 | FT | $0.00 | |
| 57 | 12609 | WEST | COMMERCIAL APPROACH GUTTER, SPOT, CLASS COC 5, PER WEST STD RD-11 | 423.00 | FT | $0.00 | |
| 58 | 12609 | WEST | CONCRETE WALL, 8" THICK, AS PER PLAN | 45.00 | FT | $0.00 | |
| 59 | 12609 | WEST | CURB, CONCRETE BACKWALL, CLASS COC 5 | 50.00 | FT | $0.00 | |
| 60 | 12609 | WEST | STRAIGHT 18" CURB, SPOT, CLASS COC 5, PER WEST STD RD-03 | 50.00 | FT | $0.00 | |
| 61 | 630 | COLS | GROUND MOUNTED SUPPORT, NO. 3 POST | 50.00 | FT | $0.00 | |
| 62 | 630 | COLS | RELOCATION OF GROUND MOUNTED POST AND SIGN | 1.00 | EA | $0.00 | |
| 63 | 630 | COLS | REMOVAL OF GROUND MOUNTED POST & SIGN AND DISPOSAL | 1.00 | EA | $0.00 | |
| 64 | 630 | COLS | REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECTION | 1.00 | EA | $0.00 | |
| 65 | 630 | COLS | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1.00 | EA | $0.00 | |
| 66 | 630 | COLS | SIGN SUPPORT ASSEMBLY, POLE MOUNTED | 1.00 | EA | $0.00 | |
| 67 | 630 | COLS | SIGN, FLAT SHEET, TYPE G | 50.00 | SF | $0.00 | |
| 68 | 630 | COLS | TRAFFIC SIGNS AND SUPPORTS, AS DIRECTED (ALLOWANCE) | 1.00 | LS | $5,000.00 | $5,000.00 |
| 69 | 632 | ODOT | DETECTOR LOOP | 5.00 | EA | $0.00 | |
| 70 | 632 | ODOT | LOOP DETECTOR LEAD-IN CABLE | 250.00 | FT | $0.00 | |
| 71 | 632 | ODOT | PULL BOX ADJUSTED TO GRADE | 5.00 | EA | $0.00 | |
| 72 | 642 | COLS | BICYCLE LANE SYMBOL MARKING, 6' HEIGHT, TYPE 1 | 5.00 | EA | $0.00 | |
| 73 | 642 | COLS | CENTERLINE, DOUBLE SOLID, 4", TYPE 1 | 1.00 | MI | $0.00 | |
| 74 | 642 | COLS | CENTERLINE, SOLID/DASHED, 4", TYPE 1 | 1.00 | MI | $0.00 | |
| 75 | 642 | COLS | CHANNELIZING LINE, 8", TYPE 1 | 100.00 | FT | $0.00 | |
| 76 | 642 | COLS | CHANNELIZING LINE, 12", TYPE 1 | 100.00 | FT | $0.00 | |
| 77 | 642 | COLS | CROSSWALK LINE, 8", TYPE 1 | 50.00 | FT | $0.00 | |
| 78 | 642 | COLS | CROSSWALK LINE, 24", TYPE 1 | 50.00 | FT | $0.00 | |
| 79 | 642 | COLS | DOTTED LINE, WHITE (2' LINE; 4' GAP), 6", TYPE 1 | 50.00 | FT | $0.00 | |
| 80 | 642 | COLS | EDGE LINE, 6", TYPE 1 | 1.00 | MI | $0.00 | |
| 81 | 642 | COLS | INTERNATIONAL SYMBOL OF ACCESSIBILITY, TYPE 1 | 1.00 | EA | $0.00 | |
| 82 | 642 | COLS | ISLAND MARKING, TYPE 1 | 50.00 | SF | $0.00 | |
| 83 | 642 | COLS | LANE ARROW, 6' HEIGHT, TYPE 1 | 10.00 | EA | $0.00 | |
| 84 | 642 | COLS | LANE LINE, 6", TYPE 1 | 1.00 | MI | $0.00 | |
| 85 | 642 | COLS | PARKING LOT STALL MARKING, 4", TYPE 1 | 100.00 | FT | $0.00 | |
| 86 | 642 | COLS | REMOVAL OF PVMT MARKING LINE BY PRESSURIZED WATER, AS DIRECTED | 100.00 | FT | $0.00 | |
| 87 | 642 | COLS | REMOVAL OF PVMT MARKING WORD OR SYMBOL BY PRESSURIZED WATER, AS DIRECTED | 5.00 | EA | $0.00 | |
| 88 | 642 | COLS | SCHOOL SYMBOL MARKING, 6' HEIGHT, TYPE 1 | 10.00 | EA | $0.00 | |
| 89 | 642 | COLS | SCHOOL SYMBOL MARKING, 10' HEIGHT, TYPE 1 | 10.00 | EA | $0.00 | |
| 90 | 642 | COLS | SHARED LANE MARKING, 9'-4" HEIGHT, TYPE 1 | 10.00 | EA | $0.00 | |
| 91 | 642 | COLS | SPEED HUMP MARKING, BAR, 18", TYPE 1 | 50.00 | FT | $0.00 | |
| 92 | 642 | COLS | SPEED HUMP MARKING, CHEVRON, 12", TYPE 1 | 50.00 | FT | $0.00 | |
| 93 | 642 | COLS | STOP LINE, 24", TYPE 1 | 100.00 | FT | $0.00 | |
| 94 | 642 | COLS | TRANSVERSE LINE, 24", TYPE 1 | 20.00 | FT | $0.00 | |
| 95 | 642 | COLS | WORD ON PAVEMENT, 72", TYPE 1 | 10.00 | EA | $0.00 | |
| 96 | 642 | COLS | YIELD LINE, 24", TYPE 1 | 20.00 | FT | $0.00 | |
| 97 | 644 | COLS | BICYCLE LANE ARROW, 6' HEIGHT | 10.00 | EA | $0.00 | |
| 98 | 644 | COLS | BICYCLE LANE SYMBOL MARKING, 6' HEIGHT | 10.00 | EA | $0.00 | |
| 99 | 644 | COLS | CENTERLINE, DOUBLE SOLID, 4" | 1.74 | MI | $0.00 | |
| 100 | 644 | COLS | CENTERLINE, SOLID/DASHED, 4" | 1.00 | MI | $0.00 | |
| 101 | 644 | COLS | CHANNELIZING LINE, 8" | 260.00 | FT | $0.00 | |
| 102 | 644 | COLS | CHANNELIZING LINE, 12" | 50.00 | FT | $0.00 | |
| 103 | 644 | COLS | CROSSWALK LINE, 8" | 50.00 | FT | $0.00 | |
| 104 | 644 | COLS | DOTTED LINE, WHITE (2' LINE; 4' GAP), 6" | 50.00 | FT | $0.00 | |
| 105 | 644 | COLS | EDGE LINE, 6" | 3.22 | MI | $0.00 | |
| 106 | 644 | COLS | INTERNATIONAL SYMBOL OF ACCESSIBILITY | 1.00 | EA | $0.00 | |
| 107 | 644 | COLS | ISLAND MARKING | 50.00 | SF | $0.00 | |
| 108 | 644 | COLS | LANE ARROW, 6' HEIGHT | 4.00 | EA | $0.00 | |
| 109 | 644 | COLS | LANE DROP ARROW, 6' HEIGHT | 2.00 | EA | $0.00 | |
| 110 | 644 | COLS | LANE LINE, 6" | 1.00 | MI | $0.00 | |
| 111 | 644 | COLS | PARKING LOT STALL MARKING, 4" | 50.00 | FT | $0.00 | |
| 112 | 644 | COLS | SCHOOL SYMBOL MARKING, 6' HEIGHT | 10.00 | EA | $0.00 | |
| 113 | 644 | COLS | SCHOOL SYMBOL MARKING, 10' HEIGHT | 10.00 | EA | $0.00 | |
| 114 | 644 | COLS | SHARED LANE MARKING, 9'-4" HEIGHT | 10.00 | EA | $0.00 | |
| 115 | 644 | COLS | SPEED HUMP MARKING, BAR, 18" | 50.00 | FT | $0.00 | |
| 116 | 644 | COLS | SPEED HUMP MARKING, CHEVRON, 12" | 50.00 | FT | $0.00 | |
| 117 | 644 | COLS | STOP LINE, 24" | 302.00 | FT | $0.00 | |
| 118 | 644 | COLS | TRANSVERSE LINE, 24" (WHITE) | 50.00 | FT | $0.00 | |
| 119 | 644 | COLS | TRANSVERSE LINE, 24" (YELLOW) | 50.00 | FT | $0.00 | |
| 120 | 644 | COLS | WORD ON PAVEMENT, 72" | 5.00 | EA | $0.00 | |
| 121 | 644 | COLS | YIELD LINE, 24" | 50.00 | FT | $0.00 | |
| 122 | 647 | COLS | CROSSWALK LINE, 24", TYPE II, TYPE B90 | 1,057.00 | FT | $0.00 | |
| 123 | 12653 | WEST | PROCESSED TOPSOIL FURNISHED AND PLACED | 98.00 | CY | $0.00 | |
| 124 | 12659 | WEST | SEEDING AND MULCHING | 1,020.00 | SY | $0.00 | |
| 125 | 12659 | WEST | WATER | 2.00 | MGAL | $0.00 | |
| 126 | 12660 | WEST | SODDING, UNSTAKED, AS DIRECTED | 10.00 | SY | $0.00 | |
| 127 | 807 | COLS | VALVE BOX ADJUSTED TO GRADE | 5.00 | EA | $0.00 | |
| 128 | 12807 | WEST | VALVE BOX ADJUSTED TO GRADE, ASPHALT COLLAR | 5.00 | EA | $0.00 | |
| 129 | 12807 | WEST | VALVE BOX ADJUSTED TO GRADE, CORED CONCRETE COLLAR | 5.00 | EA | $0.00 | |
| 130 | 901 | COLS | 8" SANITARY PIPE, 720.08, w/TYPE 1 BEDDING, w/ ITEM 613 TYPE 2 BACKFILL | 40.00 | FT | $0.00 | |
| 131 | 901 | COLS | 12" STORM PIPE, 706.02, CLASS IV, w/TYPE 1 BEDDIN, w/Item 613 Type 2 BACKFILL | 8.00 | FT | $0.00 | |
| 132 | 12008 | WEST | MASTIC ASPHALT REPAIR | 1,000.00 | LB | $0.00 | |
| 133 | SPC | 14' SPEED HUMP | 1.00 | EA | $0.00 | ||
| 134 | SPC | IRON CASTINGS, AS DIRECTED | 1,000.00 | LB | $0.00 | ||
| 135 | SPC | IRRIGATION OR INVISIBLE FENCE REPAIR, AS DIRECTED (ALLOWANCE) | 1.00 | LS | $5,000.00 | $5,000.00 |
| TRAFFIS SIGNALS AND SCHOOL FLASHERS | ||||||
| 136 | 614 | COLS | MAINTAINING TRAFFIC (FOR TRAFFIC SIGNAL WORK) | 1.00 | LS | $0.00 |
| 137 | 630 | ODOT | SIGN, FLAT SHEET, TYPE G (R10-3a w/LEFT ARROW) | 3.00 | SF | $0.00 |
| 138 | 630 | ODOT | SIGN, FLAT SHEET, TYPE G (R10-3a w/RIGHT ARROW) | 3.00 | SF | $0.00 |
| 139 | 630 | ODOT | SIGN, FLAT SHEET, TYPE G (R10-3a w/NO ARROW) | 2.00 | SF | $0.00 |
| 140 | 631 | ODOT | SCHOOL FLASHER ASSEMBLY, AS PER PLAN (MATERIAL & DELIVERY ONLY, COMPLETE) | 9.00 | EA | $0.00 |
| 141 | 632 | ODOT | COVERING OF PEDESTRIAN SIGNAL HEAD, AS PER PLAN | 16.00 | EA | $0.00 |
| 142 | 632 | ODOT | COVERING OF VEHICULAR SIGNAL HEAD, AS PER PLAN | 37.00 | EA | $0.00 |
| 143 | 632 | ODOT | PEDESTRIAN PUSHBUTTON & PUSHBUTTON FRAME, AS PER PLAN | 8.00 | EA | $0.00 |
| 144 | 632 | ODOT | PEDESTRIAN SIGNAL HEAD, LED, COUNTDOWN, TYPE D2, AS PER PLAN | 16.00 | EA | $0.00 |
| 145 | 632 | ODOT | REMOVAL OF TRAFFIC SIGNAL INSTALLATION, AS PER PLAN | 1.00 | LS | $0.00 |
| 146 | 632 | ODOT | SIGNAL CABLE (IMSA 19-1), 2-CONDUCTOR, NO. 14 AWG | 6,750.00 | FT | $0.00 |
| 147 | 632 | ODOT | SIGNAL CABLE (IMSA 19-1), 5-CONDUCTOR, NO. 14 AWG | 2,900.00 | FT | $0.00 |
| 148 | 632 | ODOT | SIGNAL CABLE (ISMA 19-1), 7-CONDUCTOR, NO. 14 AWG | 5,200.00 | FT | $0.00 |
| 149 | 632 | ODOT | VEH. SIGNAL HEAD, LED, 3-SECTION w/BACKPLATE, 12" LENS, 1-WAY, AS PER PLAN | 27.00 | EA | $0.00 |
| 150 | 632 | ODOT | VEH. SIGNAL HEAD, LED, 5-SECTION w/BACKPLATE, 12" LENS, 1-WAY, LEFT ARROWS, AS PER PLAN | 10.00 | EA | $0.00 |
| PARKING LOTS | ||||||
| 151 | 254 | COLS | PAVEMENT PLANING, 3", ASPHALT CONCRETE | 14,823.00 | SY | $0.00 |
| 152 | 407 | COLS | NON TRACKING TACK COAT (0.07 GAL/SY) | 2,090.00 | GAL | $0.00 |
| 153 | 12423 | WEST | CRACK SEALING, TYPE II | 3,223.00 | SY | $0.00 |
| 154 | 441 | COLS | ASPHALT CONCRETE, INT. COURSE, TYPE 2, (448), PG64-22 | 721.00 | CY | $0.00 |
| 155 | 441 | COLS | ASPHALT CONCRETE, SUR. COURSE, TYPE 1, PG64-22 | 515.00 | CY | $0.00 |
| 156 | 12608 | WEST | 4" CONCRETE WALK, PER WEST STD RD-05 | 200.00 | SF | $0.00 |
| 157 | 642 | COLS | CENTERLINE, DOUBLE SOLID, 4", TYPE 1 | 0.02 | MI | $0.00 |
| 158 | 642 | COLS | CHANNELIZING LINE, 8", TYPE 1 | 75.00 | FT | $0.00 |
| 159 | 642 | COLS | INTERNATIONAL SYMBOL OF ACCESSIBILITY, TYPE 1 | 15.00 | EA | $0.00 |
| 160 | 642 | COLS | LANE ARROW, 6' HEIGHT, TYPE 1 | 5.00 | EA | $0.00 |
| 161 | 642 | COLS | PARKING LOT STALL MARKING, 4", TYPE 1 | 5,434.00 | FT | $0.00 |
| 162 | 642 | COLS | STOP LINE, 24", TYPE 1 | 48.00 | FT | $0.00 |
| 163 | 642 | COLS | TRANSVERSE LINE, 6", TYPE 1 | 404.00 | FT | $0.00 |
| 164 | 647 | COLS | CROSSWALK LINE, 24", TYPE II, TYPE B90 | 238.00 | FT | $0.00 |
| 165 | 12006 | WEST | PARKING BLOCK REMOVED AND RESET, COMPLETE | 97.00 | EA | $0.00 |
| 166 | 12006 | WEST | PARKING BLOCK REMOVED AND DISPOSED | 8.00 | EA | $0.00 |
| 167 | 12006 | WEST | PARKING BLOCK SUPPLIED AND INSTALLED, COMPLETE | 8.00 | EA | $0.00 |
| PARK FACILITIES CONTINGENCY ITEMS | ||||||
| 168 | 204 | COLS | EXCAVATION OF SUBGRADE, AS DIRECTED | 10.00 | CY | $0.00 |
| 169 | 204 | COLS | SELECT GRANULAR BACKFILL, NO 2 STONE, 703.01, AS DIRECTED | 10.00 | CY | $0.00 |
| TREE AND STUMP REMOVAL | ||||||
| 170 | 12201 | WEST | TREE REMOVED, LESS THAN 12" AND STUMP HERBICIDE TREATED | 10.00 | EA | $0.00 |
| 171 | 12201 | WEST | TREE REMOVED, 18" AND STUMP HERBICIDE TREATED | 10.00 | EA | $0.00 |
| 172 | 12201 | WEST | TREE REMOVED, 30" AND STUMP HERBICIDE TREATED | 1.00 | EA | $0.00 |
| 173 | 12201 | WEST | TREE REMOVED, 48" AND STUMP HERBICIDE TREATED | 1.00 | EA | $0.00 |
| 174 | 12201 | WEST | TREE REMOVED, 60" | 1.00 | EA | $0.00 |
| 175 | 12201 | WEST | STUMP REMOVED, LESS THAN 12" | 10.00 | EA | $0.00 |
| 176 | 12201 | WEST | STUMP REMOVED, 18" | 10.00 | EA | $0.00 |
| 177 | 12201 | WEST | STUMP REMOVED, 30" | 1.00 | EA | $0.00 |
| 178 | 12201 | WEST | STUMP REMOVED, 48" | 1.00 | EA | $0.00 |
| 179 | 12201 | WEST | STUMP REMOVED, 60" | 1.00 | EA | $0.00 |
| 180 | 12653 | WEST | PROCESSED TOPSOIL FURNISHED AND PLACED | 10.00 | CY | $0.00 |
| 181 | 12659 | WEST | SEEDING AND MULCHING | 35.00 | SY | $0.00 |
| 182 | 12659 | WEST | WATER | 2.00 | MGAL | $0.00 |
| MISC WATER WORK | ||||||
| 183 | 203 | COLS | EXCAVATION, AS PER PLAN | 12.00 | CY | $0.00 |
| 184 | 259 | COLS | PERMANENT PAVEMENT REPLACMENT, PER WEST STD RD-15, TYPE B | 2.50 | CY | $0.00 |
| 185 | 613 | COLS | LOW STRENGTH MORTAR BACKFILL, TYPE 2 | 9.50 | CY | $0.00 |
| 186 | 614 | COLS | LAW ENFORCEMENT OFFICER, AS DIRECTED | 80.00 | HR | $0.00 |
| 187 | 614 | COLS | MAINTAINING TRAFFIC (FOR VALVE BOLT REPLACEMENT) | 1.00 | LS | $0.00 |
| 188 | 12802 | WEST | 6" VALVE BONNET BOLT REPLACEMENT | 2.00 | EA | $0.00 |
| 189 | 12802 | WEST | 8" VALVE BONNET BOLT REPLACEMENT | 4.00 | EA | $0.00 |
| 190 | 12802 | WEST | 10" VALVE BONNET BOLT REPLACEMENT | 6.00 | EA | $0.00 |
| 191 | 12820 | WEST | VACUUM EXCAVATE WATER SERVICE AND BACKFILL, COMPLETE | 200.00 | EA | $0.00 |
| 192 | SPC | CORPORATION STOP REMOVER, MANUFACTURED BY CHANDLER CORP, PROCUREMENT ONLY | 2.00 | EA | $0.00 |
| EXECUTIVE CAMPUS PATHWAY | ||||||
| 193 | 202 | COLS | PAVEMENT REMOVED, ASPHALT | 250.00 | SY | $0.00 |
| 194 | 204 | COLS | SUBGRADE COMPACTION | 745.00 | SY | $0.00 |
| 195 | 301 | COLS | ASPHALT CONCRETE BASE | 65.00 | CY | $0.00 |
| 196 | 304 | COLS | AGGREGATE BASE | 125.00 | CY | $0.00 |
| 197 | 407 | COLS | NON TRACKING TACK COAT (0.10 GAL/SY) | 110.00 | GAL | $0.00 |
| 198 | 12653 | WEST | PROCESSED TOPSOIL FURNISHED AND PLACED | 45.00 | CY | $0.00 |
| 199 | 12659 | WEST | SEEDING AND MULCHING | 365.00 | SY | $0.00 |
| 200 | 1530 | COLS | ASPHALT CONCRETE SURFACE COURSE, TYPE 1 (448), PG64-22 | 32.00 | CY | $0.00 |
| HEMPSTEAD RD BRIDGE | ||||||
| 201 | 201 | ODOT | CLEARING AND GRUBBING | 1.00 | LS | $0.00 |
| 202 | 202 | ODOT | PORTIONS OF STRUCTURE REMOVED, OVER 20 FOOT SPAN, AS PER PLAN | 1.00 | LS | $0.00 |
| 203 | 202 | ODOT | WEARING COURSE REMOVED | 94.00 | SY | $0.00 |
| 204 | 202 | ODOT | GUARDRAIL REMOVED | 25.00 | FT | $0.00 |
| 205 | 202 | ODOT | ANCHOR ASSEMBLY REMOVED, TYPE A | 3.00 | EA | $0.00 |
| 206 | 202 | ODOT | BRIDGE TERMINAL ASSEMBLY REMOVED | 4.00 | EA | $0.00 |
| 207 | 202 | ODOT | GATE REMOVED FOR REUSE, AS PER PLAN | 1.00 | EA | $0.00 |
| 208 | 203 | ODOT | EXCAVATION, AS PER PLAN | 42.00 | CY | $0.00 |
| 209 | 203 | ODOT | EMBANKMENT | 25.00 | CY | $0.00 |
| 210 | 304 | ODOT | AGGREGATE BASE | 27.00 | CY | $0.00 |
| 211 | 407 | ODOT | NON-TRACKING TACK COAT | 13.00 | GAL | $0.00 |
| 212 | 441 | ODOT | ASPHALT CONCTETE, SURFACE COURSE, TYPE 1 (449), PG70-22M | 13.00 | CY | $0.00 |
| 213 | 441 | ODOT | ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE 2 (449) | 8.00 | CY | $0.00 |
| 214 | 509 | ODOT | EPOXY COATED STEEL REINFORCING | 3,792.00 | LB | $0.00 |
| 215 | 509 | ODOT | EPOXY COATED STEEL REINFORCING. AS PER PLAN | 200.00 | LB | $0.00 |
| 216 | 510 | ODOT | DOWEL HOLES WITH NON-SHRINK NONMETALLIC GROUT | 36.00 | EA | $0.00 |
| 217 | 511 | ODOT | CLASS QC2 CONCRETE, SUPERSTRUCTURE | 13.00 | CY | $0.00 |
| 218 | 511 | ODOT | CLASS QC1 CONCRETE, ABUTMENT NOT INCLUDING FOOTING | 3.00 | CY | $0.00 |
| 219 | 512 | ODOT | SEALING OF CONCRETE SURFACES (EPOXY URETHANE) | 23.00 | SY | $0.00 |
| 220 | 512 | ODOT | SEALING CONCRETE BRIDGE DECKS WITH HMWM RESIN | 18.00 | SY | $0.00 |
| 221 | 512 | ODOT | TYPE 2 WATERPROOFING | 10.00 | SY | $0.00 |
| 222 | 516 | ODOT | 1" PREFORMED EXPANSION JOINT FILLER, AS PER PLAN | 9.00 | SF | $0.00 |
| 223 | 517 | ODOT | DEEP BEAM RAILING WITH STEEL TUBULAR BACKUP AND TYPE 1 STEEL POSTS AND ANCHOR BOLTS | 62.50 | FT | $0.00 |
| 224 | 606 | ODOT | GUARDRAIL, TYPE 5 | 25.00 | FT | $0.00 |
| 225 | 606 | ODOT | ANCHOR ASSEMBLY, TYPE E (MASH 2016) | 2.00 | EA | $0.00 |
| 226 | 606 | ODOT | ANCHOR ASSEMBLY,TYPE T | 2.00 | EA | $0.00 |
| 227 | 606 | ODOT | BRIDGE TERMINAL ASSEMBLY, TYPE 4 | 4.00 | EA | $0.00 |
| 228 | 607 | ODOT | FENCE REMOVED AND REBUILT, AS PER PLAN | 17.00 | FT | $0.00 |
| 229 | 614 | ODOT | MAINTAINING TRAFFIC | 1.00 | LS | $0.00 |
| 230 | 614 | ODOT | LAW ENFORCEMENT OFFICER WITH PATROL CAR FOR ASSISTANCE | 20.00 | HR | $0.00 |
| 231 | 614 | ODOT | DETOUR SIGNING | 1.00 | LS | $0.00 |
| 232 | 616 | ODOT | WATER | 1.00 | MGAL | $0.00 |
| 233 | 630 | ODOT | REMOVAL OF GROUND MOUNTED SIGN AND REERECTION | 1.00 | EA | $0.00 |
| 234 | 630 | ODOT | REMOVAL OF GROUND MOUNTED POST SUPPORT AND REERECTION | 1.00 | EA | $0.00 |
| 235 | 644 | ODOT | EDGE LINE, 6" | 0.01 | MI | $0.00 |
| 236 | 644 | ODOT | CENTER LINE, DOUBLE SOLID, 4" | 0.01 | MI | $0.00 |
| 237 | 659 | ODOT | SEEDING AND MULCHING, CLASS 3B | 72.00 | SY | $0.00 |
| 238 | 12832 | WEST | EROSION CONTROL | 1.00 | LS | $0.00 |
| 239 | 843 | ODOT | PATCHING CONCRETE STRUCTURES WITH TROWELABLE MORTAR | 22.00 | SF | $0.00 |
| 240 | 623 | ODOT | CONSTRUCTION LAYOUT STAKES AND SURVEYING | 1.00 | LS | $0.00 |
| 241 | 624 | ODOT | MOBILIZATION | 1.00 | LS | $0.00 |
| MISCELLANEOUS | |||||
| 242 | 614 | COLS | CERTIFIED FLAGGER, AS DIRECTED (CONTINGENCY) | 100.00 | $0.00 |
| 243 | 614 | COLS | LAW ENFORCEMENT OFFICER, AS DIRECTED | 100.00 | $0.00 |
| 244 | 614 | COLS | MAINTAINING TRAFFIC | 1.00 | $0.00 |
| 245 | 614 | COLS | PORTABLE CHANGEABLE MESSAGE SIGN, AS DIRECTED | 10.00 | $0.00 |
| 246 | 614 | COLS | STEEL PLATE, AS DIRECTED | 20,000.00 | $0.00 |
| 247 | 614 | COLS | WORK ZONE PAVEMENT MARKINGS | 1.00 | $0.00 |
| 248 | 623 | COLS | CONSTRUCTION LAYOUT STAKES | 1.00 | $0.00 |
| 249 | 624 | COLS | MOBILIZATION | 1.00 | $0.00 |
| INFORMAL TOTAL BASE BID, ITEMS 249 | $10,000.00 |
| BID ALTERNATE A: RRFB | ||||||
| REQUIRES PROCUREMENT AND INSTALLATION OF RECTANGULAR RAPID FLASHING BEACON SYSTEM | ||||||
| A-1 | 12630 | WEST | SOLAR POWERED RRFB SYSTEM, AS PER PLAN | 1.00 | EA | $0.00 |
BID ALTERNATE B: BMX TRACK TURNS
IMPORTANT NOTE: Funding has not yet been appropriated for this Bid Alternate B. Consequently, the related WORK will not be authorized at the time the CONTRACT is awarded. Subject to the future appropriation of funds by the Westerville City Council, the City reserves the right to add this Alternate B to the PROJECT via a written Change Order. The BIDDER agrees to hold the stated unit price firm, provided the City issues a Change Order no later then July 15, 2026.
| REQUIRES EMBANKMENT WORK AND ASPHALT PAVING OF 3 BMX TRACK TURNS | |||||
| B-1 | SPC | BMX TRACK TURNS, AS PER PLAN | 1.00 | LS | $0.00 |
Bidders are required to BID the Base BID and all ALTERNATES. Unit Prices set forth shall include all materials, equipment, labor, delivery, installation, overhead, profit, and any other cost or expense, in connection with or incidental to, the performance of that portion of the WORK to which the prices apply. The City of Westerville reserves the right to award the CONTRACT to the lowest and best BIDDER for the Base Bid only or for the Base Bid plus any combination of the alternates (excluding Bid Alternate B, which is subject to future appropriation of funds and will not be authorized at the time the CONTRACT is awarded).
To the City of Westerville, Ohio, hereinafter called OWNER. In compliance with your Advertisement for BIDS, BIDDER hereby proposes to perform all WORK in strict accordance with the CONTRACT DOCUMENTS and to the complete satisfaction of the City, within the time and at the prices stated herein. By submission of this BID, each BIDDER certifies, and in case of a joint BID, each party thereto certifies as to their own organization, that this BID has been arrived at independently, without consultation, communication, or agreement as to any matter relating to this BID with any other BIDDER or with any competitor.
BIDDER hereby agrees to commence WORK under this CONTRACT on or after a date to be specified in the NOTICE TO PROCEED and to fully complete the PROJECT on or before September 25, 2026. BIDDER further agrees to pay liquidated damages as provided in Section 108.07 of the General Provisions and Section SP 8 of the Special Provisions.
| BIDDER acknowledges the receipt of the following ADDENDUM(s): | |||
| CONTRACTOR: | PHONE NUMBER: | ||
| ADDRESS: | FAX NUMBER: | ||
| CITY / STATE / ZIP: | EMAIL ADDRESS: | ||
| DATE: | WEBSITE : | ||
| TITLE: | DOING BUSINESS AS: | ||
| SIGNATURE: | Insert "a corporation", "a partnership", or "an individual" as applicable | ||
| **THE BID MUST BE SIGNED** |
Bid Schedule
File details come from the government source that posted it. Updated .