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MANDALAY AVENUE STORMWASTER OUTFALL - 11-0031-EN - ADMINISTRATIVE CHANGE ORDER #3 & FINALAdministrative Change Order 3 & Final PROJECT: Mandalay Avenue Stormwater Outfall CONTRACTOR: Kamminga & Roodvoets, Inc. 5219 Cone Road Tampa, FL 33610 Date: PROJECT NUMBER: PO REFERENCE: AWARD DATE: CONTRACT DATE: CODE: March 24, 2014 11- 0031 -EN ST109281 February 21,2013 March 18, 2013 0315- 96183 - 563700- 539 - 000- 000Q(A) 0327 - 96742 - 563800 - 533 - 0003 ) 03 15 - 96739 - 563800,5 '0 -0.000 (C). ' 0327 - 96634- 56380C?"35 901(D) SCOPE OF CHANGE: THIS CHANGE ORDER ACCEPTS REVISIONS TO THE CONTRACT Decreases, increases and adds items according to field conditions - see attached STATEMENT OF CONTRACT AMOUNT ORIGINAL CONTRACT AMOUNT Admin Change Order 1 - CM - 12/30/13 Change Order 2 - CC - 1/16/14 Admin Change Order 3 & Final - CM NEW CONTRACT AMOUNT APPROV)D AS TO FORM: �/' l n Camilo Soto, Assisti5tft City Mtorney ATTEST: $ 1,343,615.35 $ 134,352.50 $ 195,720.00 $ (173,744.94) $ 1,499,942.91 Rosemarie Call, Date: (.ice /C'(- -J 6 CITY OF CLEARWATER, IN PINELLAS COUNTY, FLORIDA William B. Horne, II, City Manager ACCEPTED BY: Kamminga & Ro B: Marc s; Inc. Date: Vice Presiden Witnesses: Recommended By:City of Clearwater Construction Manager Michael D. Quillen, PE, City Engineer Page 2 of 3 Administrative Change Order 3 & Final: Mandalay Avenue Stormwater Outfall ITEM DESCRIPTION UNIT OTY UNIT COST TOTAL COST Stormwater Code A: 0315- 96183 - 563700 -539- 000 -0000 Decreases: 2.5 Additional Pipe Bedding Material (FDOT No. 57 CY 5 $56.00 (5280.00) Stone) (If Needed) 3.10 15" RCP LF 25.25 $69.00 (S1.74225) 3.24 FDOT Type "F" D.B.I. EA 0.625 $2,200.00 (‘,1,375.00) 3.29 Underdrain Removal & Replacement (6" & 8 ") LF 25 $24.00 (5600.110) 3.33 Adjust Grated Inlet EA 1 $1,500.00 (S1.500.00) 4.1 Milling (Up to 2"XWithin Project Area) SY 2315.0376 $3.45 (57.986.50 4.2 Type S -1 Asphalt Overlay (Within Project Area) TN 280.50272 $110.00 (530.855.30) 4.3 Type S -III Asphalt Overlay (Within Project TN 136.26 $111.00 (515.124.86) Area) 4.4 Asphalt Pavement Restoration (City Approval SY 160 $10.00 (S 1.600.00) Required) 4.7 City Modified Curb LF 54.5 $23.00 (S1.253.50) 4.12 Concrete Sidewalk Restoration (Match Existing SF 2423.9 $4.70 (511.392.33) Thickness) 4.13 Concrete Driveway Restoration SF 33.1 $4.80 (5 158.88) 4.19 Type S -III Asphalt Overlay (Outside Project LS 0.20706844 $45,000.00 (59.3 18.08) Area) 5.1 Tree Removal EA 1 $350.00 (5350.00) 5.6 Contingency LS 1 $138,928.25 (5138.928.25) Total (Decreases) Code A: (5222.465.33) Increases: 2.1 Swale Construction LF 70 $15.00 $1,050.00 2.2 Unsuitable Material Removal & Replacement CY 66 $33.00 $2,178.00 (Pipe Culvert & Structure Bedding Only) 2.6 Additional Roadway Base Material (Crushed CY 245 $83.00 $20,335.00 Concrete)(If Needed) 3.5 19" x 30" ERCP LF 7 $93.00 $651.00 3.20 Junction Box (6' x 6') Cast -In -Place EA 1 $22,500.00 $22,500.00 3.28 15" Storm Pipe Abandonment (Mandalay) & 15" LS 0.5 $1,500.00 $750.00 Pipe Plug Construction (East Shore) 4.5 Straight Curb LF 17 $23.00 $391.00 4.9 Valley Gutter Curb LF 18 $28.00 $504.00 4.14 Concrete Pavement Restoration SF 154 $5.00 $770.00 4.17 Type S -1 Asphalt (outside project area) TN 0.26747592 $79,720.00 $21,323.18 5.5 Sod Restoration (in kind) SF 6123 $1.00 $6,123.00 Total Increases Code A: $76,575.18 Additions: 1.4 Add'1 Cost for Power Conflict LS 1 $13,487.02 $13,487.02 1.5 Quiet Pump Rental LS 1 $1,284.00 $1,284.00 3.34 Additional Structure A -3F EA 1 $4,800.00 $4,800.00 3.35 Furnish 24" DIP LS 1 $3,021.19 $3,021.19 3.36 Modify Box Culvert LS 1 $3,890.74 $3,890.74 3.37 42 LF of 12" DIP LS 1 $3,528.00 $3,528.00 3.38 Neenah Top for Eliminated Structure LS 1 $1,133.67 $1,133.67 4.2 Milling Costs LS 1 $2,197.50 $2,197.50 4.21 Replace Shell Drive LS 1 $712.31 $712.31 Total Additions Code A: $34,054.43 Total Net (Decreases)/Increases /Additions Code A: ($111,835.72) • Page 3 of 3 Administrative Change Order 3 & Final: Mandalay Avenue Stormwater Outfall ITEM DESCRIPTION UNIT OTY UNIT COST TOTAL COST Water Code B: 0327 - 96742 - 563800 -533- 000 -0000 Decreases: 7.5 Potable Water Service Reconstruction (3/4" & LF 359 $12.00 (S4.308.(11)) 1 ") 7.7 Potable Water Fittings (Ductile Iron) TN 0.7815 $9,100.00 (‘,7.111.65) 7.8 Remove & Replace Corporation Stop (Potable EA 5 $488.00 (S2.440.0()) water) (all sizes) 7.9 Remove & Replace Curb Stop (Potable water)(all EA 6 $412.00 (52.472.110) sizes) 7.10 Potable Water Main Line Stop (Size Varies) EA 2.66666667 $6,000.00 (S 16.000.011) 7.26 6" D.I.P. Water Main Adjustment LF 50 $67.00 (53.350.00) 7.11 Contingency LS 1 $9,275.50 (59.275.50) Total (Decreases) Code B: ($44.957.15) Additions: 7.27 Crew Standby - Unlocated Valve LS 1 $1,105.54 $1,105.54 Total Additions Code B: $1,105.54 Total Net (DecreasesyAdditions Code B: ($43,851.61) Reclaimed Water Code C: 0315- 96739 - 563800 -533- 000 -0000 Decreases: 7.19 Contingency LS 1 $1,835.10 (SI.835.10) Total (Decreases) Code C: ($1.835.10) Increases: 7.16 Reclaimed Water Fittings (Ductile Iron) TN 0.08308172 $9,300.00 $772.66 Total Increases Code C: $772.66 Additions: 7.28 Cut In Gate Valve LS 1 $1,062.44 $1,062.44 Total Additions Code C: $1,062.44 Total Net (Decreascs)/Increases /Additions Code C: ($0.00) Sewer Code D: 0327-96634-563800-535-000-0000 Decreases: 7.2 8" D.I.P. Sanitary Sewer Replacement (Gravity) LF 18 $54.00 (5972.(10) 7.22 Sanitary Lateral Reconstruction LF 311 $15.00 (S4.665.011) 7.23 Sanitary Lateral Conflict Structure EA 4 $2,400.00 (59.6011.00) 7.24 Sanitary Lateral Cleanout EA 3 $460.00 (51.380.00) 7.25 Contingency LS 1 $3,108.00 (S3.I08.00) Total (Decreases) Code D: ($19,725.00) Increases: 7.21 12" D.1.P. Sanitary Sewer Replacement (Gravity) LF 14 $69.00 $966.00 Total Increases Code D: $966.00 Additions: 7.29 Sewer Fittings (Ductile Iron) TN 0.0754182 $9,300.00 $701.39 Total Additions Code D: $701.39 Total Net (Decreases)/Increases /Additions Code D: ($18.057.61) Total Net (Decreases)/Increases /Additions to Contract: ($173,744.94)