Steese Rd - Curb & Sidewalk Improvement

REF. NO. ITEM NO. Steese Rd - Curb & Sidewalk Improvement DESCRIPTION QTY UNITS UNIT COST SUB-TOTAL 1 103.05 Requirement of Contract Bid 1 LS 24,048.00 24,048.00 2 201 Clearing and Grubbing 1 LS 11,077.00 11,077.00 3 202 Structures Removed 1 LS 3,785.00 3,785.00 4 202 Pipe Removed 4,267 LF 7.15 30,509.05 5 203 Excavation 1,117 CY 17.80 19,882.60 6 203 Embankment 1,901 CY 9.75 18,534.75 7 204 Subgrade Compaction (Concrete Walk) 1,591 SY 3.35 5,329.85 8 204 Subgrade Compaction (Drives, Parking Lot) 1,649 SY 3.35 5,524.15 9 204 Subgrade Compaction (Roadway) 2,509 SY 3.35 8,405.15 10 204 Proof Rolling 4 HR 142.00 568.00 11 207 Construction Seeding and Mulching 3,993 SY 0.35 1,397.55 12 207 Perimeter Filter Fabric Fence (Silt Sock) 1,715 LF 5.95 10,204.25 13 207 Inlet Protection (Curb Filter) 15 EA 224.00 3,360.00 14 207 Inlet Protection (Curb Sack and Filter) 2 EA 302.00 604.00 15 207 Inlet Protection (Silt Sack) 2 EA 152.00 304.00 16 254 Pavement Planing, Asphalt Concrete 3,460 SY 2.25 7,785.00 17 301 Asphalt Concrete Base (Pipe Trenches) 43 CY 146.40 6,295.20 18 301 Asphalt Concrete Base (Drives, Parking Lot) 140 CY 129.70 18,158.00 19 301 Asphalt Concrete Base (Roadway) 294 CY 105.60 31,046.40 20 304 Aggregate Base (Drives, Parking Lot) 137 CY 52.40 7,178.80 21 304 Aggregate Base (Roadway) 418 CY 50.75 21,213.50 22 407 Tack Coat (Drives, Parking Lot) 126 GAL 3.10 390.60 23 407 Tack Coat (Roadway) 1,045 GAL 3.10 3,239.50

24 448 25 448 Asphalt Concrete Intermediate Course, Type 2 (Roadway) Asphalt Concrete Intermediate Course, Type 2, Variable Thickness (Roadway) 254 CY 131.20 33,324.80 130 CY 130.30 16,939.00 26 448 Asphalt Concrete Surface Course, Type 1 (Drives, Parking Lot) 70 CY 142.10 9,947.00 27 448 Asphalt Concrete Surface Course, Type 1 (Roadway) 186 CY 139.20 25,891.20 28 451 Reinforced Concrete Pavement (Drives) 381 SY 54.70 20,840.70 29 601 Rock Channel Protection, Type C Without Filter 5.6 CY 107.40 601.44 30 602 Concrete Masonry (Headwalls) 2.05 CY 597.00 1,223.85 31 603 4" Conduit, Type E (Roof Drain) 139 LF 5.65 785.35 32 603 6" Conduit, Type E (Roof Drain) 100 LF 9.85 985.00 33 603 12" Conduit, Type B 987 LF 41.10 40,565.70 34 603 12" Conduit, Type B, Class IV RCP 108 LF 49.60 5,356.80 35 603 12" Conduit, Type C 98 LF 40.30 3,949.40 36 603 15" Conduit, Type B 175 LF 42.80 7,490.00 37 603 15" Conduit, Type C 88 LF 42.10 3,704.80 38 603 18" Conduit, Type B 105 LF 52.70 5,533.50 39 603 18" Conduit, Type C 204 LF 50.80 10,363.20 40 603 24" Conduit, Type B 159 LF 67.60 10,748.40 41 604 Manholes (Type MH-3) 12 EA 2,327.00 27,924.00 42 604 Manholes (Diversion Manhole No. 1) 1 EA 3,122.00 3,122.00 43 604 Inlets (City of Green Standard Curb Inlet) 14 EA 1,598.00 22,372.00 44 604 Catch Basins (Type CB-2-2-B) 1 EA 1,334.00 1,334.00 45 604 Manhole Adjusted to Grade 5 EA 339.00 1,695.00 46 604 Monument Box Adjusted to Grade 2 EA 229.00 458.00 47 605 4" Unclassified Pipe Underdrains 2,677 LF 6.45 17,266.65

48 608 Concrete Walk (4" Thick) 12,335 SF 4.55 56,124.25 49 608 Concrete Walk (6" Thick) 1,765 SF 6.50 11,472.50 50 608 Walkway Misc.: Integral Concrete Curb and Walk 300 SF 6.95 2,085.00 51 608 Curb Ramps (Type A2) 4 EA 527.00 2,108.00 52 608 Curb Ramps (Modified Type B2) 1 EA 479.00 479.00 53 609 Combination Curb and Gutter, Type 2 2,692 LF 17.55 47,244.60 54 609 Curb, Type 6 175 LF 22.90 4,007.50 55 609 Curb, Misc.: Asphalt Curb 39 LF 14.75 575.25 56 614 Maintaining Traffic 1 LS 32,437.00 32,437.00 57 614 Law Enforcement Officer with Patrol Car 40 HR 66.40 2,656.00 58 614 Work Zone Center Line, Class I 1.06 MI 2,544.00 2,696.64 59 616 Water 10 MGAL 6.50 65.00 60 616 Calcium Chloride 1 TN 592.00 592.00 61 624 Mobilization 1 LS 47,824.00 47,824.00 62 630 Ground Mounted Support, No. 3 Post 224 LF 9.15 2,049.60 63 630 Street Name Sign Support, 2 1/2" Diam. Post 14 LF 12.75 178.50 64 630 Sign, Flat Sheet (Type G) 24 SF 24.70 592.80 65 630 Removal of Ground Mounted Sign and Reerection 23 EA 76.00 1,748.00 66 630 Removal of Ground Mounted Support and Disposal 14 EA 57.00 798.00 67 631 Removal of School Speed Limit Sign/Flasher Assembly and Reerection, As Per Plan 1 EA 3,036.00 3,036.00 68 638 Fire Hydrant Extended and Adjusted to Grade 1 EA 1,576.00 1,576.00 69 638 Fire Hydrant Adjusted to Grade 2 EA 707.00 1,414.00 70 638 Valve Box Adjusted to Grade 4 EA 56.00 224.00 71 642 Lane Line, Type 1 (White) 60 LF 2.55 153.00 72 642 Center Line, Type 1 (Yellow, Solid Double) 0.05 MI 13,232.00 661.60 73 642 Center Line, Type 1 (Yellow, Solid/Dashed) 0.39 MI 7,522.00 2,933.58

74 642 Channelizing Line, Type 1 (White, 8") 100 LF 3.85 385.00 75 642 Crosswalk Line, Type 1 (White, 12") 168 LF 2.55 428.40 76 642 Transverse/Diagonal Line, Type 1 (White) (in City Parking Lot) 73 LF 2.50 182.50 77 642 Handicap Symbol Marking, Type 1 (White on Blue) 2 EA 149.00 298.00 78 642 School Symbol Marking (White) 1 EA 256.00 256.00 79 642 Parking Lot Stall Marking, Type 1 (White) 478 LF 0.95 454.10 80 642 Lane Arrow, Type 1 (White, 8' Long) 12 EA 179.00 2,148.00 81 642 Lane Arrow, Type 1 (White, 5' Long) 7 EA 156.00 1,092.00 82 642 Pavement Marking, Misc.: Fishhook Arrow, Type 1 (White) 1 EA 272.00 272.00 83 653 Topsoil Furnished and Placed (4" Thick) 444 CY 8.40 3,729.60 84 659 Soil Analysis Test 1 EA 148.00 148.00 85 659 Lawn Fertilizer, As Per Plan 0.36 TN 658.00 236.88 86 659 Follow-Up Fertilizer, As Per Plan 0.02 TN 944.00 18.88 87 659 Lime 0.82 AC 657.00 538.74 88 659 Seeding and Mulching Class 2 3,993 SY 2.55 10,182.15 89 659 Repair Seeding and Mulching 1,997 SY 0.20 399.40 90 659 Water 22 MGAL 2.00 44.00 91 670 Slope Erosion Protection, Type G (at Detention Basin) 31 SY 11.90 368.90 92 823 Monument Assemblies 3 EA 776.00 2,328.00 93 823 Construction Layout Stakes 1 LS 31,312.00 31,312.00 94 895 New Manufactured Water Quality Structure, Type 1, As Per Plan (Structure No. 1) 1 EA 21,321.00 21,321.00 95 895 Install Relocated Water Quality Structure, As Per Plan 1 EA 5,977.00 5,977.00 (Structure No. 1) 96 Special Mailbox and Support 7 EA 224.00 1,568.00

97 Special Landscape Mulch (4178 Massillon Road) 2 CY 62.00 124.00 98 Special Clean Out 7 EA 337.00 2,359.00 99 Special Remove and Replace Fiber Optic Cable Pull Box 5 EA 524.00 2,620.00 100 Special Lower Existing Fiber Optic Cable 250 LF 14.75 3,687.50 101 Special Storm Sewer Investigation 1 LS 3,424.00 3,424.00 102 Special Subgrade Repair 1,254 SY 26.20 32,854.80 103 Special Light Pole and Foundation Removed 4 EA 668.00 2,672.00 104 Special Property Pin Installed 10 EA 201.00 2,010.00 105 Special Construction Video 1 LS 1,721.00 1,721.00 106 Special Discretionary Allowance 1 LS 30,000.00 30,000.00 107 Special AMSIG CMS-T331 or approved equal; see attached spec sheets TOTAL STEESE BASE BID 2 EA 16,798.00 33,596.00 $ 935,750.81 REF. NO. ITEM NO. Shriver Rd - Curb & Sidewalk Improvement DESCRIPTION QTY UNITS UNIT COST SUB-TOTAL General Conditions 127 103.05 Bond 1 LS 16,772.00 16,772.00 128 SPC Preconstruction Video 1 LS 1,021.00 1,021.00 129 624 Mobilization 1 LS 21,443.00 21,443.00 130 823 Construction Layout Stakes 1 LS 14,263.00 14,263.00 131 SPC Utility location - test excavations, as Directed 20 EA 372.00 7,440.00 132 SPC Discretionary Allowance 1 LS 20,000.00 20,000.00 Maintenance of Traffic 133 614 Maintaining Traffic 1 LS 27,243.00 27,243.00 134 614 L.E.O. W./Patrol Car, as Directed 80 HR 66.40 5,312.00

135 614 Work Zone Center Line, Class II, As Directed 0.6 MI 3,241.00 1,944.60 136 614 Work Zone Stop Line, Class I, As Directed 16 LF 4.20 67.20 Temporary Sediment & Erosion Controls 137 207 Silt Fence, As Directed 1,700 LF 2.15 3,655.00 138 207 Inlet Protection 12 EA 128.00 1,536.00 139 207 Construction Seeding & Mulching, As Directed 5,500 SY 0.25 1,375.00 Relocation of Utilities 140 638 Relocation of Fire Hydrants 2 EA 1,542.00 3,084.00 Storm Sewer Installation 141 202 Pipe Removed 12in to 24" 110 LF 11.85 1,303.50 142 202 Pipe Removed over 24" 40 LF 26.20 1,048.00 143 603 12" Conduit, Type B 364 LF 44.80 16,307.20 144 603 18" Conduit, Type B 41 LF 52.70 2,160.70 145 603 24" Conduit, Type B 70 LF 67.60 4,732.00 146 202 Removal Existing Yard Drains 7 EA 116.00 812.00 147 SPC Yard Drain - Installed 2 EA 509.00 1,018.00 148 202 Removal Existing Catch Basins and Inlets 12 EA 308.00 3,696.00 149 604 Catch Basin Reconstructed to Grade 1 EA 592.00 592.00 150 604 Catch Basin - ODOT 2-2B 3 EA 1,334.00 4,002.00 151 604 Curb Inlet - City of Green Standard 7 EA 1,598.00 11,186.00 152 604 Curb Inlet - ODOT No. 3 A 1 EA 1,778.00 1,778.00 153 604 Manholes, Type MH-3, with Eccentric Cone Top 6 EA 2,327.00 13,962.00 154 605 4" Unclassified Pipe Underdrains 1,700 LF 6.45 10,965.00 155 603 6" PVC SDR Storm Sewer (As Directed) 100 LF 15.90 1,590.00 156 603 4" PVC SDR Storm Sewer (As Directed) 100 LF 10.20 1,020.00 Clearing & Earthwork

157 201 Clearing & Grubbing 1 LS 10,443.00 10,443.00 158 201 Tree Removal - 18 1 EA 476.00 476.00 159 SPC Tree Relocation (2" to 4" Diameter) As Directed 4 EA 307.00 1,228.00 160 203 Excavation 803 CY 24.70 19,834.10 161 203 Embankment - 304 Aggregate 1,500 CY 16.80 25,200.00 162 202 Removal of Existing 4" Concrete Sidewalk 500 SF 0.75 375.00 163 202 Removal of 30" Curb & Gutter 98 LF 5.50 539.00 164 609 30" Curb & Gutter 1,700 LF 17.85 30,345.00 165 608 Concrete Sidewalk Installation - 5ft Wide, 4" Thick 8,500 SF 4.55 38,675.00 166 608 Installation of Sidewalk Curb Ramps 6 EA 479.00 2,874.00 167 452 6" Non-Reinforced Concrete Driveway Installation 600 SF 6.75 4,050.00 168 604 Adjust Storm Manhole Casting to Grade 4 EA 347.00 1,388.00 169 604 Adjust Sanitary Manhole to Grade 2 EA 347.00 694.00 170 604 Adjust Water Valve Box to Grade 4 EA 68.00 272.00 171 604 Adjust Gas Valve Box to Grade 3 EA 52.00 156.00 172 604 Adjust Monument Box to Grade 3 EA 217.00 651.00 173 604 Install Monument Box Assemblies ODOT Type C 3 EA 776.00 2,328.00 174 202 Curb & Gutter and Sidewalk Driveways Castings Adjusted to Grade Pavement Full Depth Saw Cutting for Asphalt & Concrete Pavement 2,100 LF 2.65 5,565.00 175 202 Full Depth Pavement Removal - (Asphalt Pavement) 389 SY 4.95 1,925.55 176 202 Full Depth Pavement Removal - (Concrete Pavement) 731 SY 7.45 5,445.95 177 SPC Excavation and Subgrade Preparation for Pavement 1,120 SY 4.75 5,320.00

178 304 6" Depth - 304 Aggregate Base for Roadway 187 CY 50.75 9,490.25 179 301 6" Depth - 301 Asphalt Concrete Base Course, PG 64-22 300 CY 104.40 31,320.00 180 254 Pavement Planing - Variable Depth 4,210 SY 2.25 9,472.50 181 SPC StarGrid G+PF - Nominal 30" Wide 1,700 LF 15.90 27,030.00 182 407 Trackless Tack Coat for Immediate Course @ 0.045 gal/sy 190 GL 5.75 1,092.50 183 448 Min. 2" Depth - 448 Asphalt Concrete Intermediate Course Type 2, PG 64-22 275 CY 128.30 35,282.50 184 407 Trackless Tack Coat for Surface Course, 0.06 gal/sy 253 GL 5.75 1,454.75 185 448 1-1/2 " Depth - 448 Asphalt Concrete Surface Course., Type 1, PG 64-22 176 CY 132.80 23,372.80 186 209 Lineal Grading - Preparation for Aggregate Berm 840 LF 3.75 3,150.00 187 617 4" Depth - 617 Aggregate for Berm 21 CY 88.80 1,864.80 Traffic Signs 188 630 Removal & Re-erection of signs 10 EA 89.50 895.00 Restoration & Landscaping 189 SPC 4" Screened Topsoil 421 CY 8.10 3,410.10 190 659 Seeding & Mulching, Class 2 3,850 SY 2.55 9,817.50 191 659 Fertilization: 2nd Application 0.2 TN 400.00 80.00 192 659 Repair Seeding & Mulching 400 SY 0.25 100.00 193 659 Water for Seeding 21 MGL 4.00 84.00 194 659 Mowing 70 MSF 68.00 4,760.00 195 670 Ditch Erosion Protection 400 SY 3.40 1,360.00 196 SPC Removal & Replacement of Mailbox 5 EA 102.00 510.00 Pavement Markings 197 642 Center Line, Type 1 0.3 MI 6,878.00 2,063.40 198 642 Edge Line, Type 1 0.16 MI 7,782.00 1,245.12

199 642 Stop Line, Type 1, 12" white 24 LF 5.25 126.00 200 642 Crosswalk Line, Type 1, 8" white 180 LF 3.25 585.00 201 642 School Legend 1 EA 450.00 450.00 TOTAL SHRIVER BID $ 528,129.02 Steese - Shriver - Street Lighting REF NO. ITEM NO DESCRIPTION QTY UNITS UNIT COST SUB-TOTAL E1 625 Ornamental Street Light Pole Complete 31 EA 3,872.00 120,032.00 E2 625 Pull Box, Concrete 11" x 18" x 12" 31 EA 499.00 15,469.00 E3 625 Pull Box, Concrete 13" x 24" x 12" 4 EA 599.00 2,396.00 E4 625 Conduit, Schedule 40 PVC, 1" 462 LF 2.25 1,039.50 E5 625 Conduit, Schedule 40 PVC, 1-1/4" 92 LF 3.25 299.00 E6 625 Conduit, Schedule 40 PVC, 1-1/2" 80 LF 4.45 356.00 E7 625 Conduit, Schedule 40 PVC, 2" 7,652 LF 3.15 24,103.80 E8 625 Trench, As Per Plan 5,095 LF 6.35 32,353.25 E9 625 Conduit Jacked or Drilled Sch 40 PVC, 2" 240 LF 39.50 9,480.00 E10 625 Power Service, As Per Plan 2 EA 1,974.00 3,948.00 E11 625 Ground Rod 3 EA 119.00 357.00 E12 625 Distribution Cable, No. 3 AWG, 600 volt 267 LF 4.25 1,134.75 E13 625 Distribution Cable, No. 4 AWG, 600 volt 15,664 LF 2.15 33,677.60 E14 625 Distribution Cable, No. 6 AWG, 600 volt 13,230 LF 1.70 22,491.00 E15 625 Distribution Cable, No. 8 AWG, 600 volt 672 LF 1.95 1,310.40 E16 625 Distribution Cable, No. 10 AWG, 600 volt 3,408 LF 1.00 3,408.00 E17 625 Lighting Misc: Power Center 2 EA 7,986.00 15,972.00 E18 625 Lighting Misc: Foundation for Power Center 2 EA 1,446.00 2,892.00

E19 632 Pedestal, 11 Foot 2 EA 621.00 1,242.00 E20 632 Pedestal Foundation 2 EA 654.00 1,308.00 E21 SPC Discretionary Allowance 1 LS 12,000.00 12,000.00 TOTAL ELECTRICAL BASE BID $ 305,269.30 TY OF GREEN ROAD IMPROVEMENTS - MASSILLON TO SHRIVER ITEM REF NO. NO. DESCRIPTION 181 Alt E1 Difference in Cost of Between Base Bid Light Pole and Alternate E1 Light Pole 182 Alt E2 Cast Aluminum Banner Arms: Qty 2 Bolt-On Banner Arms, 24-Inch, Half Sphere, 1" Diameter, Black QTY UNIT UNIT COST TOTAL COST 31 EA 62.50 1,937.50 31 EA 402.00 12,462.00 183 Alt E3 Flag Pole Holder: 1" Bolt-On Holder, Black 31 EA 192.00 5,952.00 Steese Rd Shriver Rd Electrical Electrical Alt #1 Electrical Alt #2 Electrical Alt #3 935,750.81 528,129.02 305,269.30 1,937.50 12,462.00 5,952.00 Project Total $ 1,789,500.63