33 Ditch Bottom Inlet (DBI) -Type E $ 2, EA - 0 $ - 35 Ditch Bottom Inlet (DBI) -Type H (Modified) $ 5, EA $ 5,600.

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1 CITY OF PLANT CITY WHEELER STREET RE-ALIGNMENT Opinion of Probable Construction Costs (Final Plans) Rev 7/22/2010 Rev 8/2/2010 Rev 8/27/20012 Bid Cost per Estimated Extended Item Item Unit Units Wheeler Street Pond A & B Quantity Cost 1 Mobilization $ 100, LS $ 60, Maintenance of Traffic $ 50, LS $ 45, Floating Turbidity Barrier $ 8.44 LF $ 1, Type III Staked Silt Fence $ 2.00 LF $ 2, Inlet Protection $ EA $ 1, Well Abandonment $ 7, LS 1-1 $ 7, Demolition $ 80, LS $ 72, New 7A Milling of Existing Asphalt Pavement $ 2.00 SY $ 8, Earthwork $ CY $ 71, Subsoil Excavation $ 7.67 CY $ 30, Select Fill $ 9.00 CY $ 12, Type B Stabilization $ 2.55 SY $ 16, Limerock Base (8") $ SY $ 99, Superpave Asphalt Concrete Type SP-12.5 $ TN $ 73, Type F Curb $ LF $ 41, Type D Curb $ LF $ 7, Drop Curb $ LF $ 3, Miami Curb $ LF Ribbon Curb $ LF $ Reinforced Concrete Pipe (RCP) (15") $ LF $ 17, Reinforced Concrete Pipe (RCP) (18") $ LF $ 5, Reinforced Concrete Pipe (RCP) (24") $ LF $ 7, Reinforced Concrete Pipe (RCP) (30") $ LF $ 13, Reinforced Concrete Pipe (RCP) (36") $ LF $ 7, Reinforced Concrete Pipe (RCP) (42") $ LF $ 13, Elliptical Reinforced Concrete Pipe (ERCP) (19" x 30") $ LF $ 15, Elliptical Reinforced Concrete Pipe (ERCP) (24" x 38") $ LF $ 7, Elliptical Reinforced Concrete Pipe (ERCP) (34" x 53") $ LF $ 17, Elliptical Reinforced Concrete Pipe (ERCP) (43" x 68") $ LF $ 68, Elliptical Reinforced Concrete Pipe (ERCP) (48" x 76") $ LF New 30 Schedule 40 PVC Pipe (2-3") - Dry Irrigation Line Sleeve $ LF $ 7, A Ductile Iron Pipe (14" DIP) - Dry Waterline $ LF $ 5, Ditch Bottom Inlet (DBI) - Type C $ 2, EA Ditch Bottom Inlet (DBI) -Type D $ 3, EA Ditch Bottom Inlet (DBI) -Type E $ 2, EA Ditch Bottom Inlet (DBI) -Type G (Modified) $ 6, EA $ 12, Ditch Bottom Inlet (DBI) -Type H (Modified) $ 5, EA $ 5, Storm Manhole - Type 7 with J-Bottom (<10') $ 4, EA $ 9, Storm Manhole - Type 8 with J-Bottom (<10') $ 4, EA 2-2 $ 8, A Storm Manhole - Type 8 (<10') $ 3, EA $ 3, Curb Inlet - Type 5 (<10') $ 3, EA $ 57, Curb Inlet - Type 5 with J-Bottom (<10') $ 4, EA 1-1 $ 4, Mitered End Section (MES) - 6" $ EA $ Mitered End Section (MES) - 15" with Flume, Curb and Collar $ 4, EA $ 4, Mitered End Section (MES) - 36" $ 2, EA $ 2, Mitered End Section (MES) - 42" $ 3, EA $ 3, Mitered End Section (MES) - 34" x 53" $ 3, EA $ 3, Mitered End Section (MES) - 43" x 68" $ 5, EA Mitered End Section (MES) - 48" x 76" $ 5, EA Underdrain Type Vb (Modified) $ LF $ 14, Underdrain Outlet Pipe $ LF $ 5, Underdrain Inspection Box $ 2, EA $ 2, Rip-Rap (Ditch Lining) $ TN $ 1, Fabric Formed Concrete (4") $ SY $ 37, Geogrid BX 1100 $ 3.00 SY New 54 Sidewalk (6")(5' wide) $ SY 0 54A Sidewalk (6")(8' wide) $ SY $ 17, Sidewalk (6")(10' wide) $ SY $ 96, Concrete Wheel Stop $ EA 8-8 $ 1, Type 1 Trench Drain $ LF $ 5, Flowable Fill $ CY Type B Fence (4' Special) $ LF $ 4, Seed & Mulch - Bahia $ 1.30 SY $ 12, Sod - Bahia $ 3.00 SY $ 9, Landscape - Wetland Mitigation Plantings $ 7, LS $ 7, New 62A Landscape - Tree Grates $ EA $ 10, New 62B Irrigation $ 4, LS 1 1 $ 4, Pavement Striping & Signage $ 8, LS $ 7, Permanent Litter Boom $ LF $ 2, Sanitary Line - Sweetbay Service $ 3, LS New 65B Sanitary Sewer Service under Evers (C-900 8" Gravity Sewer) $ LF $ 1, Fire Service Line $ 5, LS Potable Water - Grocery Store $ 5, LS New 67A Potable Water - C-900 (6") $ LF $ New 67B Potable Water - Wettap at Renfro Street $ 4, LS 1 1 $ 4, New 67C Fire Hydrant Assembly $ 3, AS 1 1 $ 3, Construction Survey & As-Builts $ 10, LS $ 8, Dewatering $ 20, LS $ 16, Testing $ 10, AL $ 8, Lighting & Electrical $ 303, LS 1 $ 303, Fee TECO Fee To Provide Power Feed Under Renfro Street $ 2, LS 1 $ 2, Subtotal $ 1,441, Contingency 10% AL $ 144, Opinion of Probable Construction Costs $ 1,585, Note: 1. Quantities are estimated and not guaranteed. 2. Contractor is to account for pay item notes in plans and specifications. 3. TECO to pull all permits required for R/W work associated with TECO U/G Power Supply (Renfro St.) 4. Bid items will not be given separate letter designations in the bid package to avoid confusing the bidders.

2 CITY OF PLANT CITY PIPING OF WARREN STREET (DANIEL STREET TO HOWARD STREET) Opinion of Probable Construction Costs (Final Plans) Rev 7/22/2010 Rev 8/2/2010 Rev 8/27/20012 Bid Cost per Warren Ditch Estimated Extended Item Item Unit Units S-32 to S-30 Quantity Cost 1 Mobilization $ 100, LS $ 10, Maintenance of Traffic $ 50, LS Floating Turbidity Barrier $ 8.44 LF 0 4 Type III Staked Silt Fence $ 2.00 LF Inlet Protection $ EA 2 2 $ Well Abandonment $ 7, LS Demolition $ 80, LS - 0 7A Milling of Existing Asphalt Pavement $ 2.00 SY 8 Earthwork $ CY $ Subsoil Excavation $ 7.67 CY $ Select Fill $ 9.00 CY Type B Stabilization $ 2.55 SY Limerock Base (8") $ SY Superpave Asphalt Concrete Type SP-12.5 $ TN Type F Curb $ LF Type D Curb $ LF Drop Curb $ LF Miami Curb $ LF Ribbon Curb $ LF Reinforced Concrete Pipe (RCP) (15") $ LF Reinforced Concrete Pipe (RCP) (18") $ LF Reinforced Concrete Pipe (RCP) (24") $ LF Reinforced Concrete Pipe (RCP) (30") $ LF Reinforced Concrete Pipe (RCP) (36") $ LF Reinforced Concrete Pipe (RCP) (42") $ LF Elliptical Reinforced Concrete Pipe (ERCP) (19" x 30") $ LF Elliptical Reinforced Concrete Pipe (ERCP) (24" x 38") $ LF Elliptical Reinforced Concrete Pipe (ERCP) (34" x 53") $ LF Elliptical Reinforced Concrete Pipe (ERCP) (43" x 68") $ LF Elliptical Reinforced Concrete Pipe (ERCP) (48" x 76") $ LF $ 102, Schedule 40 PVC Pipe (2-3") - Dry Irrigation Line Sleeve $ LF 30A Ductile Iron Pipe (14" DIP) - Dry Waterline $ LF Ditch Bottom Inlet (DBI) - Type C $ 2, EA 2 2 $ 5, Ditch Bottom Inlet (DBI) -Type D $ 3, EA Ditch Bottom Inlet (DBI) -Type E $ 2, EA Ditch Bottom Inlet (DBI) -Type G (Modified) $ 6, EA Ditch Bottom Inlet (DBI) -Type H (Modified) $ 5, EA Storm Manhole - Type 7 with J-Bottom (<10') $ 4, EA 2 2 $ 9, Storm Manhole - Type 8 with J-Bottom (<10') $ 4, EA A Storm Manhole - Type 8 (<10') $ 3, EA Curb Inlet - Type 5 (<10') $ 3, EA Curb Inlet - Type 5 with J-Bottom (<10') $ 4, EA Mitered End Section (MES) - 6" $ EA Mitered End Section (MES) - 15" with Flume, Curb and Collar $ 4, EA Mitered End Section (MES) - 36" $ 2, EA Mitered End Section (MES) - 42" $ 3, EA Mitered End Section (MES) - 34" x 53" $ 3, EA Mitered End Section (MES) - 43" x 68" $ 5, EA Mitered End Section (MES) - 48" x 76" $ 5, EA 1 1 $ 5, Underdrain Type Vb (Modified) $ LF Underdrain Outlet Pipe $ LF Underdrain Inspection Box $ 2, EA Rip-Rap (Ditch Lining) $ TN Fabric Formed Concrete (4") $ SY $ 3, Geogrid BX 1100 $ 3.00 SY $ 1, Sidewalk (6")(5' wide) $ SY 54A Sidewalk (6")(8' wide) $ SY Sidewalk (6")(10' wide) $ SY Concrete Wheel Stop $ EA Type 1 Trench Drain $ LF Flowable Fill $ CY Type B Fence $ LF Seed & Mulch - Bahia $ 1.30 SY Sod - Bahia $ 3.00 SY $ 5, Landscape - Wetland Mitigation Plantings $ 7, LS A Landscape - Tree Grates $ EA 62B Irrigation $ 4, LS 63 Pavement Striping & Signage $ 8, LS Permanent Litter Boom $ LF Sanitary Line - Sweetbay Service $ 3, LS B Sanitary Sewer Service under Evers (C-900 8" Gravity Sewer) $ LF 66 Fire Service Line $ 5, LS Potable Water - Grocery Store $ 5, LS A Potable Water - C-900 $ LF 67B Potable Water - Wettap at Renfro Street $ 4, LS 67C Fire Hydrant Assembly $ 3, AS 68 Construction Survey & As-Builts $ 10, LS $ 1, Dewatering $ 20, LS $ 2, Testing $ 10, AL $ 1, Lighting & Electrical $ 303, LS 0 Fee TECO Fee To Provide Power Feed Under Renfro Street $ 2, LS 0 Subtotal $ 148, Contingency 10% AL $ 14, $ 163, Note: 1. Quantities are estimated and not guaranteed. 2. Contractor is to account for pay item notes in plans and specifications. 3. Estimate above includes Warren St. Ditch Piping Work 4. Bid items will not be given separate letter designations in the bid package to avoid confusing the bidders.

3 CITY OF PLANT CITY WHEELER STREET REALIGNMENT- DITCH CLOSURE ENGINEERING & SURVEYING SERVICES Opinion of Probable Construction Costs (Final Plans) Rev 7/22/2010 Rev 8/2/2010 Rev 8/27/20012 Bid Cost per Wheeler Ditch Estimated Extended Item Item Unit Units S-36 to S-33 Quantity Cost 1 Mobilization $ 100, LS $ 20, Maintenance of Traffic $ 50, LS Floating Turbidity Barrier $ 8.44 LF 0 4 Type III Staked Silt Fence $ 2.00 LF Inlet Protection $ EA 1 1 $ Well Abandonment $ 7, LS Demolition $ 80, LS - 0 7A Milling of Existing Asphalt Pavement $ 2.00 SY 8 Earthwork $ CY $ 30, Subsoil Excavation $ 7.67 CY $ 17, Select Fill $ 9.00 CY $ 15, Type B Stabilization $ 2.55 SY Limerock Base (8") $ SY Superpave Asphalt Concrete Type SP-12.5 $ TN Type F Curb $ LF Type D Curb $ LF Drop Curb $ LF Miami Curb $ LF Ribbon Curb $ LF Reinforced Concrete Pipe (RCP) (15") $ LF Reinforced Concrete Pipe (RCP) (18") $ LF Reinforced Concrete Pipe (RCP) (24") $ LF Reinforced Concrete Pipe (RCP) (30") $ LF Reinforced Concrete Pipe (RCP) (36") $ LF Reinforced Concrete Pipe (RCP) (42") $ LF Elliptical Reinforced Concrete Pipe (ERCP) (19" x 30") $ LF Elliptical Reinforced Concrete Pipe (ERCP) (24" x 38") $ LF Elliptical Reinforced Concrete Pipe (ERCP) (34" x 53") $ LF Elliptical Reinforced Concrete Pipe (ERCP) (43" x 68") $ LF $ 100, Elliptical Reinforced Concrete Pipe (ERCP) (48" x 76") $ LF Schedule 40 PVC Pipe (2-3") - Dry Irrigation Line Sleeve $ LF 30A Ductile Iron Pipe (14" DIP) - Dry Waterline $ LF Ditch Bottom Inlet (DBI) - Type C $ 2, EA Ditch Bottom Inlet (DBI) -Type D $ 3, EA 1 1 $ 3, Ditch Bottom Inlet (DBI) -Type E $ 2, EA Ditch Bottom Inlet (DBI) -Type G (Modified) $ 6, EA Ditch Bottom Inlet (DBI) -Type H (Modified) $ 5, EA Storm Manhole - Type 7 with J-Bottom (<10') $ 4, EA 1 1 $ 4, Storm Manhole - Type 8 with J-Bottom (<10') $ 4, EA 1 1 $ 4, A Storm Manhole - Type 8 (<10') $ 3, EA Curb Inlet - Type 5 (<10') $ 3, EA Curb Inlet - Type 5 with J-Bottom (<10') $ 4, EA Mitered End Section (MES) - 6" $ EA Mitered End Section (MES) - 15" with Flume, Curb and Collar $ 4, EA Mitered End Section (MES) - 36" $ 2, EA Mitered End Section (MES) - 42" $ 3, EA Mitered End Section (MES) - 34" x 53" $ 3, EA Mitered End Section (MES) - 43" x 68" $ 5, EA 1 1 $ 5, Mitered End Section (MES) - 48" x 76" $ 5, EA Underdrain Type Vb (Modified) $ LF Underdrain Outlet Pipe $ LF Underdrain Inspection Box $ 2, EA Rip-Rap (Ditch Lining) $ TN Fabric Formed Concrete (4") $ SY $ 4, Geogrid BX 1100 $ 3.00 SY $ 1, Sidewalk (6")(5' wide) $ SY 54A Sidewalk (6")(8' wide) $ SY Sidewalk (6")(10' wide) $ SY Concrete Wheel Stop $ EA Type 1 Trench Drain $ LF Flowable Fill $ CY $ 7, Type B Fence $ LF Seed & Mulch - Bahia $ 1.30 SY Sod - Bahia $ 3.00 SY $ 3, Landscape - Wetland Mitigation Plantings $ 7, LS A Landscape - Tree Grates $ EA 62B Irrigation $ 4, LS 63 Pavement Striping & Signage $ 8, LS Permanent Litter Boom $ LF Sanitary Line - Sweetbay Service $ 3, LS 1 1 $ 3, B Sanitary Sewer Service under Evers (C-900 8" Gravity Sewer) $ LF 66 Fire Service Line $ 5, LS 1 1 $ 5, Potable Water - Grocery Store $ 5, LS 1 1 $ 5, A Potable Water - C-900 $ LF 67B Potable Water - Wettap at Renfro Street $ 4, LS 67C Fire Hydrant Assembly $ 3, AS 68 Construction Survey & As-Builts $ 10, LS $ 1, Dewatering $ 20, LS $ 2, Testing $ 10, AL $ 1, Lighting & Electrical $ 303, LS 0 Fee TECO Fee To Provide Power Feed Under Renfro Street $ 2, LS 0 Subtotal $ 235, Contingency 10% AL $ 23, $ 259, Note: 1. Quantities are estimated and not guaranteed. 2. Contractor is to account for pay item notes in plans and specifications. 3. Bid items will not be given separate letter designations in the bid package to avoid confusing the bidders.

4 CITY OF PLANT CITY RENFRO STREET RECONSTRUCTION Opinion of Probable Construction Costs (Conceptual) 8/27/20012 Bid Cost per Estimated Extended Item Item Unit Units Quantity Cost 1 Mobilization $ 100, LS 0.1 $ 10, Maintenance of Traffic $ 50, LS 0.1 $ 5, Floating Turbidity Barrier $ Type III Staked Silt Fence $ 2.00 LF 5 Inlet Protection $ EA 3 $ Well Abandonment $ 7, Demolition $ 80, LS 0.1 $ 8, A Milling of Existing Asphalt Pavement SY 0 8 Earthwork $ CY 515 $ 5, Subsoil Excavation $ Select Fill $ Type B Stabilization $ 2.55 SY 1229 $ 3, Limerock Base (8") $ SY 1165 $ 18, Superpave Asphalt Concrete Type SP-12.5 (2") $ TN $ 13, Type F Curb $ LF 463 $ 9, Type D Curb $ LF 56 $ 1, Drop Curb $ LF 128 $ 1, Miami Curb $ Ribbon Curb $ Reinforced Concrete Pipe (RCP) (15") $ LF 40 $ 2, Reinforced Concrete Pipe (RCP) (18") $ LF 241 $ 13, Reinforced Concrete Pipe (RCP) (24") $ Reinforced Concrete Pipe (RCP) (30") $ Reinforced Concrete Pipe (RCP) (36") $ Reinforced Concrete Pipe (RCP) (42") $ Elliptical Reinforced Concrete Pipe (ERCP) (19" x 30") $ Elliptical Reinforced Concrete Pipe (ERCP) (24" x 38") $ Elliptical Reinforced Concrete Pipe (ERCP) (34" x 53") $ Elliptical Reinforced Concrete Pipe (ERCP) (43" x 68") $ Elliptical Reinforced Concrete Pipe (ERCP) (48" x 76") $ Schedule 40 PVC Pipe (2-3") - Dry Irrigation Line Sleeve LF 30A Ductile Iron Pipe (14" DIP) - Dry Waterline $ Ditch Bottom Inlet (DBI) - Type C $ 2, Ditch Bottom Inlet (DBI) -Type D $ 3, Ditch Bottom Inlet (DBI) -Type E $ 2, Ditch Bottom Inlet (DBI) -Type G (Modified) $ 6, Ditch Bottom Inlet (DBI) -Type H (Modified) $ 5, Storm Manhole - Type 7 with J-Bottom (<10') $ 4, Storm Manhole - Type 8 with J-Bottom (<10') $ 4, A Storm Manhole - Type 8 (<10') $ 3, EA 2 $ 7, Curb Inlet - Type 5 (<10') $ 3, EA 3 $ 11, Curb Inlet - Type 5 with J-Bottom (<10') $ 4, EA 40 Mitered End Section (MES) - 6" $ EA 41 Mitered End Section (MES) - 15" with Flume, Curb and Collar $ 4, EA 42 Mitered End Section (MES) - 36" $ 2, EA 43 Mitered End Section (MES) - 42" $ 3, EA 44 Mitered End Section (MES) - 34" x 53" $ 3, EA 45 Mitered End Section (MES) - 43" x 68" $ 5, EA 46 Mitered End Section (MES) - 48" x 76" $ 5, EA 47 Underdrain Type Vb (Modified) $ LF 48 Underdrain Outlet Pipe $ LF 49 Underdrain Inspection Box $ 2, EA 51 Rip-Rap (Ditch Lining) $ TN 52 Fabric Formed Concrete (4") $ SY 53 Geogrid BX 1100 $ 3.00 SY 54 Sidewalk (6")(5' wide) $ SY 171 $ 7, A Sidewalk (6")(8' wide) $ SY 55 Sidewalk (6")(10' wide) $ SY 56 Concrete Wheel Stop $ EA 8 $ 1, Type 1 Trench Drain $ LF 0 58 Flowable Fill $ Type B Fence $ Seed & Mulch - Bahia $ Sod - Bahia $ 3.00 SY 473 $ 1, Landscape - Wetland Mitigation Plantings $ 7, A Landscape - Tree Grates $ EA 62B Irrigation 63 Pavement Striping & Signage $ 8, LS 0.1 $ Permanent Litter Boom $ Sanitary Line - Sweetbay Service $ 3, B Sanitary Sewer Service under Evers (C-900 8" Gravity Sewer) $ Fire Service Line $ 5, Potable Water - Grocery Store $ 5, A Potable Water - C-900 $ B Potable Water - Wettap at Renfro Street $ 4, C Fire Hydrant Assembly $ 3, Construction Survey & As-Builts $ 10, LS 69 Dewatering $ 20, Testing $ 10, AL 71 Lighting & Electrical $ 210, Fee TECO Fee To Provide Power Feed Under Renfro Street $ 2, Subtotal $ 121, Contingency 10% AL $ 12, Percentage of Total Project Percentage of Total Project Percentage of Total Project Right now this cost is included in Demolition Pay Description Percentage of Total Project $ 133, Note: 1. Quantities are estimated and not guaranteed. 2. Contractor is to account for pay item notes in plans and specifications. 3. Construction Survey & As-Builts costs are incorporated into Wheeler Street project. 4. Bid items will not be given separate letter designations in the bid package to avoid confusing the bidders.

5 CITY OF PLANT CITY WHEELER STREET REALIGNMENT AND WARREN STREET DRAINAGE IMPROVEMENTS Opinion of Probable Construction Costs (Final Plans) Rev 7/22/2010 Rev 8/2/2010 Rev 8/27/2012 Bid Cost per Estimated Extended Item Item Unit Units Quantity Cost 1 Mobilization $ 100, LS 1.0 $ 100, Maintenance of Traffic $ 50, LS 1.0 $ 50, Floating Turbidity Barrier $ 8.44 LF $ 1, Type III Staked Silt Fence $ 2.00 LF $ 2, Inlet Protection $ EA 25.0 $ 2, Well Abandonment $ 7, LS 1.0 $ 7, Demolition $ 80, LS 1.0 $ 80, A Milling of Existing Asphalt Pavement $ 2.00 SY $ 8, Earthwork $ CY $ 108, Subsoil Excavation $ 7.67 CY $ 48, Select Fill $ 9.00 CY $ 27, Type B Stabilization $ 2.55 SY $ 19, Limerock Base (8") $ SY $ 117, Superpave Asphalt Concrete Type SP-12.5 $ TN $ 87, Type F Curb $ LF $ 51, Type D Curb $ LF $ 8, Drop Curb $ LF $ 5, Miami Curb $ LF Ribbon Curb $ LF 35.0 $ Reinforced Concrete Pipe (RCP) (15") $ LF $ 19, Reinforced Concrete Pipe (RCP) (18") $ LF $ 19, Reinforced Concrete Pipe (RCP) (24") $ LF 97.0 $ 7, Reinforced Concrete Pipe (RCP) (30") $ LF $ 13, Reinforced Concrete Pipe (RCP) (36") $ LF 67.0 $ 7, Reinforced Concrete Pipe (RCP) (42") $ LF $ 13, Elliptical Reinforced Concrete Pipe (ERCP) (19" x 30") $ LF $ 15, Elliptical Reinforced Concrete Pipe (ERCP) (24" x 38") $ LF 79.0 $ 7, Elliptical Reinforced Concrete Pipe (ERCP) (34" x 53") $ LF $ 17, Elliptical Reinforced Concrete Pipe (ERCP) (43" x 68") $ LF $ 168, Elliptical Reinforced Concrete Pipe (ERCP) (48" x 76") $ LF $ 102, Schedule 40 PVC Pipe (2-3") - Dry Irrigation Line Sleeve $ LF $ 7, A Ductile Iron Pipe (14" DIP) - Dry Waterline $ LF 75.0 $ 5, Ditch Bottom Inlet (DBI) - Type C $ 2, EA 2.0 $ 5, Ditch Bottom Inlet (DBI) -Type D $ 3, EA 1.0 $ 3, Ditch Bottom Inlet (DBI) -Type E $ 2, EA Ditch Bottom Inlet (DBI) -Type G (Modified) $ 6, EA 2.0 $ 12, Ditch Bottom Inlet (DBI) -Type H (Modified) $ 5, EA 1.0 $ 5, Storm Manhole - Type 7 with J-Bottom (<10') $ 4, EA 5.0 $ 22, Storm Manhole - Type 8 with J-Bottom (<10') $ 4, EA 3.0 $ 13, A Storm Manhole - Type 8 (<10') $ 3, EA 3.0 $ 10, Curb Inlet - Type 5 (<10') $ 3, EA 18.0 $ 68, Curb Inlet - Type 5 with J-Bottom (<10') $ 4, EA 1.0 $ 4, Mitered End Section (MES) - 6" $ EA 1.0 $ Mitered End Section (MES) - 15" with Flume, Curb and Collar $ 4, EA 1.0 $ 4, Mitered End Section (MES) - 36" $ 2, EA 1.0 $ 2, Mitered End Section (MES) - 42" $ 3, EA 1.0 $ 3, Mitered End Section (MES) - 34" x 53" $ 3, EA 1.0 $ 3, Mitered End Section (MES) - 43" x 68" $ 5, EA 1.0 $ 5, Mitered End Section (MES) - 48" x 76" $ 5, EA 1.0 $ 5, Underdrain Type Vb (Modified) $ LF $ 14, Underdrain Outlet Pipe $ LF $ 5, Underdrain Inspection Box $ 2, EA 1.0 $ 2, Rip-Rap (Ditch Lining) $ TN 9.5 $ 1, Fabric Formed Concrete (4") $ SY $ 44, Geogrid BX 1100 $ 3.00 SY $ 3, Sidewalk (6")(5' wide) $ SY $ 7, A Sidewalk (6")(8' wide) $ SY $ 17, Sidewalk (6")(10' wide) $ SY $ 96, Concrete Wheel Stop $ EA 16.0 $ 2,160.00

6 57 Type 1 Trench Drain $ LF 20.0 $ 5, Flowable Fill $ CY 44.2 $ 7, Type B Fence $ LF $ 4, Seed & Mulch - Bahia $ 1.30 SY $ 12, Sod - Bahia $ 3.00 SY $ 20, Landscape - Wetland Mitigation Plantings $ 7, LS 1.0 $ 7, A Landscape - Tree Grates $ EA 18.0 $ 10, B Irrigation $ 4, LS 1.0 $ 4, Pavement Striping & Signage $ 8, LS 1.0 $ 8, Permanent Litter Boom $ LF $ 2, Sanitary Line - Sweetbay Service $ 3, LS 1.0 $ 3, B Sanitary Sewer Service under Evers (C-900 8" Gravity Sewer) $ LF 80.0 $ 1, Fire Service Line $ 5, LS 1.0 $ 5, Potable Water - Grocery Store $ 5, LS 1.0 $ 5, A Potable Water - C-900 (6") $ LF 40.0 $ B Potable Water - Wettap at Renfro Street $ 4, LS 1.0 $ 4, C Fire Hydrant Assembly $ 3, AS 1.0 $ 3, Construction Survey & As-Builts $ 10, LS 1.0 $ 10, Dewatering $ 20, LS 1.0 $ 20, Testing $ 10, AL 1.0 $ 10, Lighting & Electrical $ 303, LS 1.0 $ 303, Fee TECO Fee To Provide Power Feed Under Renfro Street $ 2, LS 1.0 $ 2, Subtotal $ 1,947, Contingency 10% AL $ 194, Opinion of Probable Construction Costs $ 2,142, Note: 1. Quantities are estimated and not guaranteed. 2. Contractor is to account for pay item notes in plans and specifications. 3. Estimate above includes Warren St. Ditch Piping Work 4. TECO to pull all permits required for R/W work associated with TECO U/G Power Supply (Renfro St.) 5. Recommended breakdown by Projects after incorporating lump sum items (#1, 68,69,70) into cost estimates: (It is noted the bid package will not include bid items 1, 68, 69 and 70 in all segments since they are lump sum for entire job) Wheeler Street Realignment $ 1,585, Wheeler Street Ditch Closure $ 259, Warren Street Ditch Closure $ 163, Renfro Street Reconstruction $ 133, $ 2,142,167.74

7 Earthwork STATION WIDTH DEPTH CUT CUT LENGTH CUT CUT FILL NET FILL IMPORT Subsoil Regular Subsoil Regular Required Required FROM TO SIDE LF LF SQ.FT SQ.FT LF CU. YDS. CU. YDS. CU YDS. CU. YDS. COMMENTS Warren St. Ditch Left Regular Excavation (paid for under pipe) Left Subsoil Left Regular Excavation (paid for under pipe) Left Regular Excavation Subtotal Pond A Reg and Subsoil Excavation Pond A Reg and Subsoil Excavation Pond A Reg and Subsoil Excavation Renfro Ditch Section SX Note: 20sqft cut over pipe paid for under pipe. Pond B RT Subtotal Wheeler St. Ditch TOTALS Bank Yards Bank Yards 2161 Truck Yards

8 PAVEMENT MILL STATION 2 FROM TO SIDE Length Width Thickness (Sq. Ft.) West Renfro (part of Wheele RT Avg. Alabama Sweetbay S. Turnout Turnout at Evers Wheeler Sweetbay N. Turnout West Renfro Turnout 2 Warren Parking Turout to Evers TOTALS

9 LING ASPHALT BASE OPTIONAL SUBBASE MATERIAL 2" (Sq. Yds.) (Sq. Ft.) (Sq. Yds.) (Ton.) (Sq. Ft.) (Sq. Yds.) (Sq. Ft.) (Sq. Yds.) subtotal subtotal subtotal subtotal

10 Pavement Markings Yellow White Solid Dashed Solid Dashed Handicap

11 CONCRETE CONCRETE Ribbon Curb STATION S/W S/W Sidewalk (6") Curb Type F FROM TO SIDE Length Width (Sq. Ft.) (Sq Yds.) LF LF Sweetbay Pipe Abandonment Alabama RT LT Wheeler LT RT LT RT North side- City Green Warren St RT LT Evers St TOTALS

12 Curb Curb Wheel Stops Flowable Fill Type D Type Drop LF LF EA CF CY

13 STRUCTURES STRUCT. STATION Manholes Type 8 ID FROM OFFSET TO Type 7 w/ J BTM (<10') Type 8 (<10') (<10') w/ J BTM Type C Type D w/ J BTM Type 5 Curb w/j Btm(< 10') Inlets Type 5 Curb (< 10') Type H (Mod) Type G (Mod) Warren Ditch Closure S29 1 S30 1 S31 1 S32 S31A 1 Subtotal Renfro Ditch Closure S65 LT 1 S67 LT Wheeler Ditch Closure s33 S34 1 s35 1 s36 1 Wheeler St. Pond B S58 1 S59 S60 S60A S61 S62 S63 1 S64 1 S10 S-11 Alabama St. S52 1 S51 1 S49 1 S47 1 S48 1 Wheeler St. S46 1 S44 1 S45 1 S56 1 S50 1 S40 1 S39 1 S38 1 S37 1 Warren St. S41 1 S42 1 S43 1 S53 1 Evers St. S55 1 S54 1 subtotal Totals

14 Underdrain Inspection Box ERCP PIPE RCP or ERCP EA 14x23" 18" SD 24" CD 24" SD 15" x68 19x

15 MES Fabric Formed Concrete Rubble PVC 24x38 34x53 48x76 34x53 48x76 43x SY TN Underdrain (LF) Underdrain Outlet (LF) COMMENTS

16 Vegetation/Landscape STATION SODDING TREE Seed & Tree Grate Fence BAHIA Mulch FROM TO SIDE LF WIDTH SQ. YDS. TYPE SQ YDS EA Type B 4' Special Warren St. Ditch Closure Subtotal Wheeler Pond B Pond A west Pond A North Renfro Ditch Closure Pond A East Wheeler Ditch Closu Subtotal (ponds) Wheeler St Alabama St Warren St Parcel East 4822 Parcel TOTALS FERTILIZER: 0.3 TN WATER /GRASS: 39.4 MG

17 Earthwork STATION WIDTH DEPTH CUT LENGTH CUT FILL FROM TO SIDE LF LF SQ.FT LF CU. YDS. CU. YDS TOTALS Bank Yards

18 CONCRETE CONCRETE Curb Curb Curb Wheel Stops STATION Sidewalk (6") Type F Type D Type Drop FROM TO SIDE Length Width (Sq. Ft.) (Sq Yds.) LF LF LF EA Road LT North side of Renfro RT South side of Renfro not included in Wheeler Parking RT RT 28 TOTALS

19 PAVEMENT MILLING ASPHALT STATION 2" FROM TO SIDE Length Width Thickness (Sq. Ft.) (Sq. Yds.) (Sq. Ft.) (Sq. Yds.) Road LT RT Turnouts Parking RT SUBTOTALS (Renfro) 0 Milling/Resurfacing Wheeler Street Evers Street Turnout w/w.renfro West Renfro SUBTOTALS (N. Wheeler and Evers) TOTALS

20 BASE OPTIONAL SUBBASE MATERIAL Yellow (Ton.) (Sq. Ft.) (Sq. Yds.) (Sq. Ft.) (Sq. Yds.) Solid

21 Pavement Markings White Dashed Solid Dashed Handicap COMMENTS Milling from south edge of Renfro to CSX ROW.cost is to be part of Wheeler St. Milling of Evers St from Alabama to CSX.cost is to be part of Wheeler St

22 Vegetation/Landscape STATION SODDING TREE Tree Grate BAHIA FROM TO SIDE LF WIDTH SQ. YDS. TYPE EA COMMENTS LT RT RT Sod adjacent to sidewalk to City Green parking lot paid for under Wheeler St. TOTALS FERTILIZER: 0.0 TN WATER /GRASS: 3.9 MG

23 STRUCTURES STRUCT. STATION Manholes Inlets RCP Ductile Iron ID FROM OFFSET TO Type 8 (<10') Type 5 Curb (< 10') 15" 18" COMMENTS S S S S S S37 In Wheeler Project TOTALS

2015 Financial Assurance 8/6/2015 Estimate Form (with pre-plat construction)

2015 Financial Assurance 8/6/2015 Estimate Form (with pre-plat construction) Project Information The Glen at Widefield Filing No. 9 PDD File: SF-185 9/25/2018 Project Name Section 1 - Grading and Erosion