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JEFFORDS ST OUTFALL - 10-0032-EN - ADMINISTRATIVE CHANGE ORDER #1 & FINALAdministrative Change Order 1 &Final PROJECT: Jeffords Street Outfall CONTRACTOR: Keystone Excavators, Inc. 371 Scarlet Blvd. Oldsmar, Fl 34677 Date: PROJECT NUMBER: PO REFERENCE: COUNCIL AWARD: DATE OF CONTRACT: February 21, 2017 10- 0032 -EN ST112072 September 17, 2015 September 17, 2015 CODE A: 0315- 96177 - 563700 -539- 000 -0000 CODE B: 0327 - 96634 - 563800 - 535 -000 -0000 CODE C: 0327 - 96742 - 563800 -533- 000 -0000 SCOPE OF CHANGE: THIS CHANGE ORDER ACCEPTS REVISIONS TO THE CONTRACT Decreases, increases and adds items in accordance with field conditions - see attached. STATEMENT OF CONTRACT AMOUNT ORIGINAL CONTRACT AMOUNT Administrative Change Order 1 &Final -City Manager NEW CONTRACT AMOUNT ACCEPTED BY: Keystone Excavators, In c $ 1,587,552.00 �y $ (172,088.78) By: CT/) ( / Stec rte � $ 1,415,463.22 Robert C. Fornwalt Jr. Date: a8\ aovi Presiden .:), Rosemarie Call, Date: , J7CtJLCL.A /4 .X217 Witnesses: (two) CITY OF CLEARWATER, in PINELLAS COUNTY, FLORIDA William B. Horne, II City Manager APPRO D A . T • RM: 4 44 .... Ma e: Smith, 6 Assistant City Attorney Recommended By: City of Clearwater &24 Tara Kive Construction Manager chael D. Quillen, PE, City Engineer Page? 2 of 3 Administrative Change Order 1 &Final: Jeffords Street Outfall (10- 0032 -EN) ITEM DESCRIPTION UNIT Qty UNIT COST TOTAL COST Code A: Stormwater Decreases: 1.10 Cost related to Helicopter Pad Operating during LS 0.35813 $ 50,000.00 $ (17,906.51) work (labor overtime /acceleration, special cleanup, equipment limitation, etc.) 5 Tree Barricades LF 1,761 $ 3.00 $ (5,283.00) 6 Root Pruning LF 113 $ 8.00 $ (904.00) 7.2 Tree Removal (13" - 24" Diameter) EA 2 $ 950.00 $ (1,900.00) 8 Removal Existing Stormwater Structure EA 1 $ 760.00 $ (760.00) 9 Removal 12" RCP Storm LF 290 $ 12.00 $ (3,480.00) 10 Removal 12" DIP Storm LF 133 $ 12.00 $ (1,596.00) 12 Removal 18" RCP Storm LF 12 $ 14.00 $ (168.00) 15 Flowable Fill for Abandoned Struc's and Pipes CY 9.5 $ 178.00 $ (1,691.00) 16 12" Ads N -12 Storm Pipe LF 4 $ 35.00 $ (140.00) 17 15" RCP LF 61 $ 76.00 $ (4,636.00) 19 24" RCP LF 16 $ 102.00 $ (1,632.00) 19.1 Plug 24" RCP line at East End of Jeffords LS 1 $ 440.00 $ (440.00) project 20 30" RCP LF 27 $ 141.00 $ (3,807.00) 22 34 "x53" ERCP, and Connect to Exist Pipe LF 4 $ 420.00 $ (1,680.00) 22.1 8" PVC Underdrain Pipe LF 350 $ 22.00 $ (7,700.00) 22.2 Underdrain Cleanouts EA 3 $ 241.00 $ (723.00) 32 Type F Single Wing Inlet for Straight Curb EA 1 $ 5,631.00 $ (5,631.00) 34.1 12" Stabilized subgrade, Lbr 40 Sub -base SY 4,666.85 $ 8.00 $ (37,334.80) 35 8" Crushed concrete base SY 649.93 $ 19.00 $ (12,348.67) 39 Type 1 curb LF 135 $ 19.00 $ (2,565.00) 41 Straight curb LF 133 $ 16.00 $ (2,128.00) 43 6" Concrete driveway restoration SY 33.74 $ 54.00 $ (1,821.96) 46 Stormwater Contingency LS 1 $ 178,794.00 $ (178,794.00) Total (Decreases) Code A: 5 (295,069.94) Increases: 11 Removal 12" VCP Storm LF 533 $ 11.00 $ 5,863.00 13 Remove /replace unsuitable material CY 380 $ 26.00 $ 9,872.20 14 Import fill material CY 313 $ 15.00 $ 4,701.00 18 18" RCP LF 13 $ 84.00 $ 1,092.00 21 29 "x45" ERCP LF 3 $ 184.00 $ 552.00 36 1" Type S -1 Asphalt, (Bottom Layer) TN 42 $ 125.00 $ 5,291.25 37 1" Type S -1 Asphalt, (Top Layer) TN 64 $ 125.00 $ 8,057.50 40 Valley Gutter Curb LF 236 $ 26.00 $ 6,136.00 42 Concrete sidewalk ( 4" thick) SY 35 $ 35.00 $ 1,229.20 44 Sod (St. Augustine, Floratam) SY 78 $ 6.00 $ 466.44 Total Increases Code A: $ 43,260.59 Additions: 59 Hand -Build Conflict Structure EA 1 $ 4,822.00 $ 4,822.00 60 12" D.I.P. Casing for Sewer pipe LF 7 $ 158.00 $ 1,106.00 61 Reclaim Main Conflicts (8" PVC Pipe, with 4ea. 45 EA 1 $ 3,188.00 $ 3,188.00 Bends) 62 Cut New Hole, Patch Original Hole in Structure S -5 LS 1 $ 1,164.00 $ 1,164.00 Conflict, Install Storm Pipe at Deeper Depth 63 Dig Up and Re -Lay 18" RCP storm Pipe to Storm LF 51 $ 88.00 $ 4,488.00 Structure S -23 64 Sani Manholes 8 &9 - 10' Deep LS 1 $ 8,330.00 $ 8,330.00 1tagt3of3 Administrative Change Order 1 &Final: Jeffords Street Outfall (10- 0032 -EN) ITEM DESCRIPTION UNIT Otv UNIT COST TOTAL COST 65 Reclaim Main Conflicts (4" PVC Pipe, with 4ea 45 EA 1 $ 2,897.00 $ 2,897.00 Bends) 66 Install 60" of Water Main, 2 Valves (City Day 1 $ 3,472.00 $ 3,472.00 Furnishing Material) 67 9" Crushed Concrete Base -Add at Brick Areas SY 3,015 $ 21.00 $ 63,304.50 68 Druid Road Install connection to roof drain LS 1 $ 6,843.47 $ 6,843.47 69 Keystone Crew Time, Assist Sub - Contractor LS 1 $ 638.00 $ 638.00 70 Pavement Markings LS 1 $ 1,966.60 $ 1,966.60 Total Additions Code A: $ 102,219.57 Total Net (Decreases)/Increases /Additions Code A: $ (149,589.78) Code B: Water: Decreases: 47 Long -side Water Services, in Conduit Across Road EA 6 $ 1,240.00 $ (7,440.00) 47.1 Watermain conflicts, 6" DIP, with 45 deg. Bends EA 1 $ 3,496.00 $ (3,496.00) 48 Water Contingency LS 1 $ 4,275.00 $ (4,275.00) Total (Decreases) Code B: $ (15,211.00) Additions: 71 6" Watermain Line Stop LS 1 $ 3,812.00 $ 3,812.00 Total Additions Code B: $ 3,812.00 Total Net (Decreases) /Additions Code B: $ (11,399.00) Code C: Sewer: Decreases: 49 Adjust Existing Manholes EA 4 $ 950.00 $ (3,800.00) 53 Removal 8" VCP PIPE LF 29.5 $ 12.00 $ (354.00) 54 Removal 10" VCP Pipe LF 1 $ 13.00 $ (13.00) 55 8" PVC San.. LF 25.5 $ 54.00 $ (1,377.00) 56 10" PVC San. LF 2 $ 59.00 $ (118.00) 57 10" DIP San. LF 22 $ 144.00 $ (3,168.00) 58 Sewer Contingency LS 1 $ 24,003.00 $ (24,003.00) Total (Decreases) Code C: $ (32,833.00) Increases: 50 San. Manhole/Bottom <10 Ft Deep EA 2 $ 3,657.00 $ 7,314.00 51 San. Lateral Service Replacement EA 4 $ 1,840.00 $ 7,360.00 Total Increases Code C: $ 14,674.00 Additions: 72 Revised Sewer Layout at Jeffords/Druid LS 1 $ 6,435.00 $ 6,435.00 Intersection 73 Pipe Connection at 30" RCP line( 90 Bend, Mega EA 1 $ 624.00 $ 624.00 Lugs etc.) Total Additions Code C: $ 7,059.00 Total Net (Decreases)/Increases /Additions Code C: 5 (11,100.00) Total Net (Decreases)/Increases /Additions to Contract: $ (172,088.78)