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DRUID ROAD / ALLEN'S CREEK STORMWATER IMPROVEMENTS - 11-0044-EN - ADMINISTRATIVE CHANGE ORDER 4 & FINALAdministrative Change Order 4&Final PROJECT: Druid Rd/Allen's Creek Stormwater Pipe Replacement CONTRACTOR: Steve's Excavating & Paving, Inc. 1741 N. Keene Road Clearwater, Fl 33755 DATE: PROJECT NUMBER: PO REFERENCE: January 15, 2021 11 -0044 -EN 20001236 COUNCIL AWARD: December 3, 2015 DATE OF CONTRACT: January 7, 2016 CODE A: CODE B: CODE C: ENST 180002-CONS-CNSTRC A 3277327-563800-96722 B 3277327-563800-96634 C SCOPE OF CHANGE: This Change Order Accepts Revisions to the Contract To decrease, increase and add items in accordance with field conditions to close the contr STATEMENT OF CONTRACT AMOUNT ORIGINAL CONTRACT AMOUNT Change Order 1 -City Council 10/19/2017 Change Order 2 -City Council 3/7/2019 Admin Change Order 3 -City Mgr 9/23/2020 Admin Change Order 4 City Manager NEW CONTRACT AMOUNT APPBOVED AS TO FORM: $2,825,423.59 $545,071.33 $661,570.06 $5,500.00 (5350.208.92) $3,687,356.06 t -see attached. avating & Paving, Inc. Date: Sarnago, President Witnesses: /Od % Owen Kohler, ATTEST: 1-4-C41i / i Assistant Ci Rosemarie Call, Date: (22 �C.(i i/ '/ CITY OF CLEARWATER, in PINELLAS COUNTY, FLORIDA��, William B. Horne, II City Manager Recommended By: City of Clearwater f/-10.4-741\-- Brad Hamilton, Project Manager City Engineer Page 2 of 4 Administrative Change Order 4&Final- Druid Rd/Allen's Creek Stormwater Pipe Replacement ITEM DESCRIPTION UNIT QTY UNIT COST TOTAL COST Code A: Decreases: 2.2 Unsuitable Material Removal & CY 590.00 $ 12.80 (7,552.00) Replacement 3.14 16" DIP LF 11.42 $ 115.00 (1.313.30) 3.15 15" RCP LF 10.30 $ 67.00 (6990.10) 3.16 18" RCP LF 29.67 $ 72.00 (2,1 36.24) 3.18 30" RCP LF 157 $ 83.00 (13.045. i 1) 3.20 48" RCP LF 19 $ 135.00 (2.020.35 ) 3.21 54" RCP LF 14 $ 230.00 (3,178.60) 3.22 60" RCP LF 34 $ 250.00 (8,500.00) 3.26 Plug & Abandon 24"CMP with CY 7 $ 325.00 (2,275.00) Grout 4.5 12" Stabilized Subgrade SY 2229.07 $ 12.50 (27,863.38) 4.6 1" Asphalt Driveway on 6" Crushed SY 51.4 $ 22.00 (L130.80) Conc Base 4.8 Concrete Walk 4" Thick SF 3446.71 $ 5.80 ( i ').900.92) 4.11 City Vertical Curb (If Needed) LF 30.32 $ 27.00 (818 0-1) 4.13 FDOTValleyGutterCurb LF 275.35 $ 35.00 (0.637.25) 4.16 8" Wide Retaining Wall/Curb* LF 50 $ 35.00 (L7-7,0.00) 4.18 Traffic Loops and conduit on LS 0.000004 $ 9,655.90 (0.04) Hercules 6.000 10% Stormwater Contingency LS 1 $ 263,090.43 (263,090.43) Total (Decreases): (365,592.15) Increases: 1.7 Sprinklers (Yard Frontage) (Section LF 368.6 $ 15.50 5,713.30 IVa) 3.6 Pinellas Co. Type J5 Inlet 4' Dia. EA 1 $ 4,525.00 4,525.00 Type P Bottom, 3.5' Dia. Riser 3.11 Rip Rap At Headwall Outfall (at 2:1 CY 25.44 $ 85.00 2,162.40 slope) 3.13 15" PVC (Contech A2000) LF 1 $ 60.00 60.00 3.17 24" RCP LF 90.08 $ 70.00 6,305.60 3.19 36" RCP LF 89.32 $ 103.00 9,199.96 3.23 8" Underdrain (Contech A2000) LF 314.5 $ 45.00 14,152.50 3.24 Underdrain Cleanouts EA 3 $ 1,060.00 3,180.00 4.1 1.5" FDOT Type SP 12.5 Asphalt TN 31.43 $ 135.00 4,243.05 (Druid Park & Rogers) 4.2 2.5" FDOT Type SP 12.5 Asphalt TN 108.21 $ 130.00 14,067.30 4.3 8" Crushed Conc Base SY 1385.77 $ 23.00 31,872.71 4.4 10" Crushed Conc Base SY 290.3003 $ 17.75 5,152.83 4.7 Concrete Driveway 6" Thick SF 2201.6 $ 6.50 14,310.40 4.9 City Modified Curb LF 10.5 $ 35.00 367.50 4.10 City Valley Gutter Curb LF 43.17 $ 27.00 1,165.59 4.12 FDOT Type F Curb LF 601.2699 $ 18.30 11,003.24 4.14 Public Sidewalk Curb Ramps with EA 1 $ 1,965.00 1,965.00 tactile surface 4.15 Pavement Markings & Signage LS 0.000001 $ 11,265.00 0.01 Page 3 of 4 Administrative Change Order 4&Final- Druid Rd/Allen's Creek Stormwater Pipe Replacement ITEM DESCRIPTION UNIT QTY UNIT COST TOTAL COST 4.17 FDOT Type D Curb at ADA LF 55.27 $ 35.00 1,934.45 Ramps* 5.2 Sod SF 11299.86 $ 1.00 11,299.86 Total Increases: 142,680.70 Additions: 1.8 Stump Removal CY 85 $ 45.56 3,872.60 1.9 Tree Removal LS 1 $ 5,575.00 5,575.00 3.27 Pipe Collar on Hercules LS 1 $ 950.00 950.00 3.29 Waterline Casing Removal LS 1 $ 2,550.00 2,550.00 4.19 Speed Bumps EA 3 $ 4,409.10 13,227.30 4.20 Druid Rd E of Hercules LS 1 $ 14,609.83 14,609.83 4.21 Cut Sheeting at Headwall LS 1 $ 14,380.00 14,380.00 4.22 Buried Concrete Removal CY 42 $ 21.39 898.38 4.23 Underdrain Connection EA 3 $ 850.00 2,550.00 Total Additions: 58,613.11 Total Net (Decreases)/Increases/Additions Code A: (164,298.34) Code B: Decreases: 8.1 6" Line Stops EA 1 $ 6,130.00 (6,130.00) 8.3 Tapping Sleeve and Valve 6" x 6" EA 8 $ 3,140.00 (25,120.00) 8.5 6" DIP Potable Water Line LF 476.66 $ 72.00 (34,319.52) 8.6 6" PVC Potable Water Line LF 1023 $ 50.00 (:-;1,150.00) 8.9 10" Gate Valve (if needed) EA 1 $ 2,885.00 (2,885.00) 8.10 Water Service (Crossing Road in EA 10 $ 1,770.00 ( 17.700 00) Casing) (If Needed) 8.11 Water Service (Non Road Crossing) EA 13 $ 1,700.00 (22'.100 00) (If Needed) 8.13 EA 1 $ 4,830.00 (4.830.00) Fire Hydrant Assembly (If Needed) 8.14 10% Water Contingency LS 1 $ 30,112.70 (30,1 12.70) Total (Decreases): (194,347.22) Increases: 8.2 10" Line Stops EA 1 $ 9,360.00 9,360.00 8.7 10" DIP Potable Water Line LF 3.92 $ 85.00 333.20 Additions: 8.15 Waterline Casing Removal Total Increases: 9,693.20 LS 1 $ 2,550.00 Total Additions: Total Net (Decreases)/Increases/Additions Code B: 2,550.00 2,550.00 (182,104.02) Code C: Decreases: 7.5 8" PVC Sanitary LF 12.48 $ 57.00 (71 1.36) 7.7 18" C-900 Sanitary with Shielded LF 2 $ 335.00 (670.00) Fernco Couplings 7.10 10% Sewer Contingency LS 1 $ 13,205.50 (13,205.50) Total (Decreases): (14,586.86) Increases: 7.6 8" DIP Sanitary With Shielded LF 7.63 $ 110.00 839.30 Fernco Couplings Page 4 of 4 Administrative Change Order 4&Final- Druid Rd/Allen's Creek Stormwater Pipe Replacement ITEM DESCRIPTION UNIT QTY UNIT COST TOTAL COST 7.8 6" PVC Sanitary Lateral (City LF 54.25 $ 52.00 2,821.00 Index 305) 7.9 6" Sanitary Cleanout (City Index EA 8 $ 400.00 3,200.00 304) Additions: 7.11 6" DIP Sanitary lateral at Sta.2+65 11.13.19 Total Increases: 6,860.30 EA 40 $ 98.00 3,920.00 Total Additions: 3,920.00 Total Net (Decreases)/Increases/Additions Code C: Total Net (Decreases)/Increases/Additions: (3,806.56) (350,208.92)