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MORNINGSIDE NEIGHBORHOOD TRAFFIC CALMING - 07-0038-EN - RATIFY & CONFIRM CHANGE ORDER # 4 & FINAL{ , Ratify Confirm Change Order 4& Final P�tOJECT: Morningside Neighbarhood Trxf%c Calming CONTRACTOR: R.A.M Excavating, lnc. 569 Hammock Drive Palm Harbor, FL 34b83 DATE: ___ September 15, 2011 PROJECT NUMBER: 07-003S-EI�T PO REFERENCE NO.: ST10b342 COUNCIL AWARD: 3/18/2010 DATE OF CONTRACT: 4/2/2010 CODE: 0315-922S9-SG3700-541-000-0000 A 0315-961z456370a539-000-0000 B 0376-9674x-S63800-533-000-0000 C 031�92273-563700-541-000-0000 D SCOPE OF CHANGE: THIS CHANGE ORDER ACCEP7'S REViSIONS TD THE CONTRACT Adjustments to decrease, increase and add items due to unanticipated �ield conditions and add 73 calendar days to the contr�ct - see attached details. i��,� t; ' STATEMENT OF CONTRACT AMOUNT ACCEPTED SY: ''. '`�r �"�• �,. �°l''�, . R.A.M Excavatin�,Ipge_- --_1 d,`', QRIGINAL, CONTRACT AMOLTNT $ 1,399,790.70 _ - �' -; � `r � ` ..,- ��� � CO # 1- Admin - l2/22/2010 $ 95,128.Sa ^� ; �Y �, l ��' � ` � ,� c , .,1 .- CO #2-RatifyConfirm - CC - 3/17/2011 $ - By: S� CO #3-Admin - CM - $ 87,565.98 , "" CO #4-CC-10/3/2011 $ 47 707.03 NEW CONTRACT AMOUNT r:v�r��� Rosemarie Call, City Cle� Date: t�� .�(► /�� _ _/ �( c�� i / CITY OF CLEARWATER, in PINELLAS COUNTY, FLOR[DA i �- Willi�m orne, .II City Manager AP ROV F R • - E�rmi�Sato Assistant City Attorney G�r+�:�o � r � � � Frank V. Hibbard �� Mayor S 1,630,192.25 �S�,oFr�f�,��� ��`l� � � � �_ � � � �f-� � ����I O ��� Dat�: - /9'- I wirResses: �� � . /f�! Recommende�l By: Michael D. Quillen, PE City Engineer . , Page 2 of 4 �Re: Ch�nge Order 4& Final Moreiogside Traffic Calroing ITEM DESCRIPTION Traftic Cslmine Code A: 031.5-92259-563700-541-000-0000 Decreasea• 6 Asphalt driveway removal 13 Bulkhead 20 Unsuitable Material Remaval 21 Planting Soil Backfill, median 25 Flowable fill, base 33 Concrete sidewalk ramp 34 Detectable Warning Strip 37 Curb & gutter, Type 1. 46 PVC Underdrain 48 l8" RCP 50 36" RCP G2 FDOT Manhole Top Type 7 64 Adjust manhole 67 Adjust water valve box 69 Relocate water meter 77 Pavement markings, 6" yellow 78 Pavement markings, G" yellow (6'-10' skip) 79 Pavement markings, I 8" yellow 82 Pavement markings, 12" white 83 Pavemeat markings, 12" white (1.5'-1.5' skip) 85 Pavement marking, 24" white 91 Remove existing pavement markings 92 Delineator 93 Sign Relocation 99 Dianella tasmanica, 3 Gallon 100 Raphiolepis indica'Alba', 3 Gallon 108 Irrigation & Electrical sleeves (SCH 80 - 2inch) 109 Water meter assembly 113 Utility Allowance 119 Remove Existing Chevrons Pressure W�h 120 Thermoplastic inlay, crosswalk:s, yellow brick with black lines, traffic patterns hy Flint Trading, 1 l G Traffic Calming Contingency Increa5es• 2 Traffic Contro) 5 RcwtPruning 7 Concrete curb removal 8 Concrete Driveway Removal 10 Concrete Sidewalk Removal 11 Drainage Pipe Rempval 14 Pavement Removal ].7 Yellow Reflective Paint 18 Excavation Roadway 22 ] 2" Type B Stabilization 26 6" Concrete Pavement 27 2" asphalt pavement (Type S-l.) 29 Asphalt Texture Print 30 Concrete Brick Pavers 31 Concrete driveway QUANTITY UNIT U1VIT COST 332.00 SY 2.00 EA 444.00 CY 274.00 CY 108.00 CY 68.10 SY 249.00 SF 101.00 .[.F 47.00 .LF 11 G.QQ LF i .00 �,� 1.QQ EA 1.00 EA 1.00 EA 1 AO EA 423.00 .LF 72.00 L�' 90.00 LF 1,663.00 LF 63.5� L.F 82.Q0 LF 59.50 LF 26.UU EA 10.U0 EA 45.00 .EA 42.00 EA 0.67 LF 8.00 EA 0.00189$9 LS 12.QQ EA 428.20 EA $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 3.00 soo.00 ].0.00 2]..00 75.00 r2s.00 17.00 13.50 12.00 l 8.00 65.00 2,400.00 500.00 I 50.00 500.00 I .00 I .QO 3.00 1.50 2.00 4.00 2.00 30.00 75.00 11.00 8.50 3.OU 325.00 75,000.00 157.50 13.39 $ $ $ $ � $ $ $ � $ $ $ $ $ $ $ $ $ � $ $ $ $ $ $ $ $ $ $ $ $ 1.00 LS $ 126,b59.70 $ Total (Decreases) Code A: $ 0.434375 LS 119.50 LF 223.50 LF 20.20 SY 70.8p SY 72.00 LF 1043.70 SY 1.00 EA 137.40 CY 184.00 SY 1358.00 SF 75.71 "IN 2330.00 SF 1205.00 SF 53.20 SY $ $ $ $ � $ $ $ $ $ $ $ $ $ $ 20,000.�0 5.00 1.00 3.00 3.00 r o.00 r .00 400.00 1.00 3.00 4.50 136.00 10.00 3.30 33.00 $ $ $ $ $ � � $ $ $ � $ $ $ $ TOTAL COST (996.00) �i,000.00� (4,440.00) (5,754.00) ( S,1 �0.00) (8,5 I 2,50) (4,233.Q0) (1,363.50) (564.OU) (2,088.00) (65.00) (2,400.00) (SOD.00) (150.00) (500.00) (423.00) (72.00) (270.00) (2,494.50) (127.00) (328.00) (119.00) (780.00) (750.00) (495.00) (3_i7.0U) (2.01) (2,6UO.UU) (142.42) (1,890.00) (5,733.60) (126,659.70 ) (] 83,909.23) 8,687.50 597.5� 223.50 60.60 212.40 720.00 r,a43.�o 400.0� 137.40 552.00 6,111.00 10,296.56 23,300.00 3,976.50 1,755.60 Page 3 of 4 •Re: Change Order 4& Fingl Morningside Traffic Calming ITEM 32 42 8U 8l 84 86 87 88 ao� 118 D�SCR[PTION Concrete Sidewalk 4" Valley Gutter Paveroent markings, 6" white Pavement markings 8" white Pavement markings y 8" white Yellow reflective paint White reflective paint Retro-reflective pavement marker Meter and Drop for Lighting Speedtable chevrons, preformed thermoplastic, white with CpRlT35i 121 Freformed Thermoplasric, 12" line, at crosswalks l2S WM replacement at Harn/Stewart Additions• 143 Demolitian of Original Harn/Claiborne Roundabout 144 Re-survey for Reconstruct Ham/Claiborne roundabout 1.45 Sod due ta Stewart WM replacement 14fi Asphalt Spead Table One Way (modification 147 Asphalt Speed Table two Way (modification 148 PE Transformer Conduit Harn and Stewart 149 PE Sanibel Conduit Ham & Claiborne 150 PE Sanibel Conduit Ham& Stewart 151 PE Sanibel Conduit Harn & 5ummerlin 152 Mob for Palm Tree & Claiborne/Harn 153 Summerlin 14x23 ERCP 154 Summerlin Stump removal 155 Summerlin Soft water line 1.56 5-13 Cancrete Collar 157 Summerlin WM Restrainers 158 Summerlin WiVI conflict 159 Summerlin SS Lateral Repair 160 Storm Structure Modification (5-12,5- I S) 161 Asphalt Saw Cut Repair 162 Ferguson Cost �scalation 163 Jobsite Storage Box rental l 64 Portable Restraom rental 165 IYite Owl Irrigation added bubblers 166 Subcontractor Delay Claims 167 Flushing RCP (Material only) l6$ Asphalt Cost �scalation 169 Electric Meter Extra 17Q Yellow Brick Thermo (Material only) QUANTITY UNIT 218.80 S`Y 49.00 LF 3303.00 LF 138.00 LF 17.00 LF 119.75 SF 742.00 SF 11.00 EA 2.00 EA 4.00 EA 110.00 LF 1.1854964 LS UNIT COST $ 28.00 $ 30.0� $ 1.U0 $ 2.00 $ 3.00 $ 1.00 $ 1.00 $ 5.00 $ I,5O0.00 $ ].33.81. $ $ $ $ $ $ $ $ � $ TOTAL COST 6,12b.40 1,470.Q0 3,303.00 276.00 S 1.Op 119.75 742.D0 55.00 3,000.00 535.24 $ 4.73 $ 520.30 $ 29,402.54 $ 34,856.96 Totsl Increases Code A: $ 109,.129.91 1.OD LS $ 1,530.59 1.00 LS $ 275.00 579.00 SY $ 2.50 12.00 EA $ ].,333.5� 9.00 EA $ 2,646A0 1.00 LS $ 2,205.00 432.00 LF $ 15.00 425.00 LF $ 15.00 694.pp LF $ 15.00 1.00 LS $ 1,155.00 120.00 L�' $ 60J5 1.00 LS $ 438.30 1.00 LS $ 375.81 1.00 LS $ 1,027.75 1.00 LS $ 6,358.85 1.00 LS $ $,484.55 1.0� LS $ 2,154.30 1.00 �,s $ s,�oa.ig 1.00 LS $ 1,135.94 1.00 LS $ 969.05 1.00 LS $ 339.64 1.00 LS $ 406.60 � .00 r.s $ 509,40 ] .00 LS $ 9,649.69 1.00 LS $ 734.02 1.00 LS $ 3,100.19 1.00 LS $ 478.80 1.00 LS $ 8,774.19 Totsl Additionss Code A: $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 1,530.59 275.00 1,447.50 16,002.00 23,814.00 2,205.00 G,480.00 6,375.00 10,410.00 1,155.00 7,290.00 438.30 375.81 ].,027.75 b,358.85 8,484.55 2,154.30 5,702.18 1,135_94 969.05 339.64 406.b0 509.40 9,649.69 734.Q2 3,:100.19 478.80 8,774.19 127,623.35 Tofal Net (Decreases)/Increases/Additions Code A: $ 52,844.03 Stormwater Code B: 0315-96124-563700-539-000-0000 Decreases• 114 Replace CMP with 18" RCP Flushing 54 LF 110.00 (5,940.00) 115 Altemate Contingency 1 LS 594.00 (594.00) Total (Decreases) Code B: (6,S34.p0) �- `' Pagc 4 of 4 �Re: Change Order 4& Final Morningside Traffic Calming ITEM DESC W P'I'ION Roads Code D:0315-92273-563700-541-000-0000 DeCre9ses: 135 Pavement removal Increases• 132 Concrete Curb Removal 133 Concrete Driveway Removal 134 Concrete Sidewalk Removal 138 2" Asphalt Pavement Type S-1 139 Concrete Driveway 140 Concrete Sidewalk 4" l41 Curb and Gutter Type 1 QUANTITY UNIT UNIT COST 25.70 SY $ 3.00 $ Totsl (Decrease) Code D: $ 35A� LP $ 1.00 $ 8.50 SY $ 3.00 $ 4.20 SY $ 3.00 $ 3.90 7'N $ 136.00 $ 8.50 SY $ 33.00 $ 4.20 SY $ 28A0 $ 35.00.LF $ 13.50 $ Total Increases Code D: $ TOTAI. COST ���.10� (77. ] 0) 35.00 25.50 12.60 530.40 280.50 ].17.60 472.50 1,474.10 Total Net (Decreases)/Incresses Code D: $ 1,39�.00 Total lYet (Decreases)/Increases/Additions: $ 47,707.03