Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
CLEVELAND STREET PHASE II - 08-0055-EN - ADMINISTRATIVE CHANGE ORDER #4 & FINAL
� .�.DMI?V15'I'RATIVE CHANGE ORDER 4 & FINAL f YROJI�:CT: Cleveland Street Streetscape - Phase II CONTRACTOR: MTM Contractors, Inc. 6550 53rd Street North Pinellas Park, Plorida 33781 DATE: June 19. 2012 PROJECT NUMBER: 08-0055-EN PO REFERENCE NO.: ST107169 COUNCIL AWARD: December 2, 2010 DATE OF CONTRACT: December 21.2010 CODE: 0315-92275-563700-541-000-OOOOA 0315-92275-563700-539-000-0000 B 0376-92275-563800-533-000-0000 C 0327-92275-563800-533-000-0000 D 0327-92275-56380�-535-000-0000 E 0327-92275-563800-533-000-0000 F 0376-92275-563800-535-000-0000 G SCOPE OF CHANGE: THIS CHANGE ORDER ACCEPTS REVISI4NS T0 THE CONTRACT '1'his change order is to adjust and add items as needed aCCOrding,to field conditions - see details attached. S'1'ATEMENT OF CONTRACT AMOUNT ACCEPTED BY: MTM Contractor ,In�. ORIGINAL CONTRACT AMOUNT $2,940,906.83 A�min CO 1- CM - 7/18/2011 $30,588.49 � �� Ratify Confirm CO 2- CC - 12/15/2011 $118,032.00 B. ,! � SEAL) � Admin CO 3- CM - 12/20/2011 $0.00 Ge e Toc alino President - Admin CO 4& Final - GM ($207,267.49), � NLW CONTRACT AMOUNT $2,882,259.83 Date: � �— Z c1 `�� ���� Rosemarie Call, n�c�: ( 1 �C.�,� Jl, �1/.,:L CI'fY Or CLEARWATER, in �,� PINE AS COUNTY, FLORIDA �� _ r � �Uilliam . Hp ne, IJ/,� City Manager A Camilo Soto, Assistant City Attorney �y,°. / I �, "'� -- C \� A.� Witnesses: e ti� '�-,. , , ^a � � Recommended By: City of Clearwater �--�— 'm Kurtz, � � Michael D. Quillen,' �ve�� Manager City Engineer 9' � �e "L qf 3 continued: RL: Administrative Change Order 4& Final - Cleveland Street Streetscape - Phase II 1TLM DESC_ �pTTON Roads & Administration Code A: 0315-922'75-563700-541-000-0000 Uecreases: 1007 Temporary Business Identification Signs 2002. Base, Crushed Concrete, 4" (If needed) 2007 Swale Curb 2'8" Wide, City Index # 108 2� 13 Bedding Material, Crushed Stone #57 3003 6" Yellow Paint Edge Line 3004 6" Yellow Paint Lane Line 3007 4" Traffic Signal Conduit (W/3 Inner-Ducts) 4001 6" Wide Concrete F(ush Curb Including Tree Cut-Outs 4004 4° Temporary Sidewalk (IfNeeded) 4006 Paver, Type P-1 on 6° Concrete Base n02.3 Chinese Fan Palm - 6' - 16' C.T. 4024 Coontie - 3 Gal. 5004 Conduit 1" Directional Bore 5008 10% Contngency Increases: 1002 Maintenance of Traffic I 006 Remove Unsuitable Material (if needed) "Z001 Stabilize Subgrade, 12" 2003 Base, Crushed Concrete, 8" (If needed) 2004 Asphalt, Base Course, Type S-1, 2" 2005 Asphalt, Surface course, Type S-3, 1" �006 Valley Gutter Curb, City Index #101 201?. Asphalt Mi((ing, 1" 3005 24" White Paint Stop Bar 4008 Paver, Type P-3 on 6" Concrete Base 4012 Paver Handicap Ramp, Including Pavers, Truncated Dome Pavers, on 6" Concrete Base 4013 Concrete Handicap Ramp Including Detectable Warning Mat 4039 Sod - St. Augustine'Floratam' 4040 Mulch - Mini Pine Bark Nuggets 4041 Irrigation 4046 Lavendar Crape Myrtle 4050 Indian Hawthorne �002 Conductor 2" Hand Trenched 5003 Conduit 2" Directional Bore Additions: 1008 5/3 Bank 1009 Demo Existing Traffic Signal Poles & Controller Pad 2015 Grading 7.016 Ketaining Wall UNIT EA SY LF CY LF LF LF LF SY SY EA EA LF LS LS CY SY SY SY SY LF SY LF SY EA EA SF CY LS EA EA LF LF � UNIT COST 28 $92.00 50 $7.50 119 $27.00 100 $35.00 1.88 $0.25 6 $0.50 102 $8.25 2 $12.00 375 $35.00 0.5 $75.00 30 $906.00 272 $18.50 100 $9.00 1 $209,416.17 Total (Decreases): 0.16 2074 660 593 600 2196 2108.5 688 24.1 158 1 i� 7753 5 0.02 3 39 1414 647 $32,500.00 $15.00 $2.50 $8.25 $7.95 $4.50 $22.00 $7.00 $2.00 $75.00 $1,275.00 TOTAL COST ($2,576.00) ($375.00) ($3,213.00) ($3,500.00) ($0.47) ($3.00) ($841.50) ($24.00) ($13,125.00) ($37.50) ($27,180.00) ($5,032.00) ($900.00) ($209,416.17) ($266,223.64) $5,200.00 $31,110.00 $1,650.00 $4,892.25 $4,770.00 $9,882.00 $46,387.00 $4,816.00 $48.20 $11,850.00 $1,275.00 $1,075.00 $11,825.00 $0.35 $2,713.55 $45.00 $225.00 $93,170.00 $1,863.40 $375.00 $1,125.00 $12.00 $468.00 $5.00 $7,070.00 $12.00 $7,764.00 Total Increases: $154,934.40 LS 1 $1,950.00 $1,950.00 LS 1 $1,950.00 $1,950.00 LS 1 $6,775.00 $6,775.00 LF 75 $45.00 $3,375.00 Total Additions: $14,050.00 Total Net (Decreases)/Increases/Additions Code A: ($97,239.24) Stormwater Code B: 0315-922�5-563700-539-000-0000 llecrcases: 6001 1S" RCP LF 13 $35.00 ($455.00) 6002 18" RCP LF 29 $42.00 ($1,218.00) 6003 7.4" RCP LF 5 $51.00 ($255.00) (004 4" Contech A-2000 PVC Pipe (IfNeeded) LF 3 $15.00 ($45.00) 6006 10" PVC Contech Pipe, Type A-2000 (IfNeeded) LF 100 $17.00 ($1,700.00) 1'ag2 3'of S cbntinued: RG: Administrative Change Order 4& Final - Cleveland Street Streetscape - Phase II �ITEM 6007 6008 6011 (012. 6013 (014 6026 6034 DESCRIPTION 12" PVC Contech Pipe, Type A-2000 18" PVC Contech Pipe, Type A-2000 Brick & Mortar Plug 6" Underdrain (If Needed) 6" Underdrain C(eanout (If Needed) 8" Underdrain Cleanout FDOT Conflict Storm Manhole Formed in Place, Type J-4 (If Needed) 10% Stormwater Contingency Increases: 6009 l6" Ductile Iron Stormpipe (Cement coatings) 6031 Pipe connection into existing structures Additions: (035 20" DIP 6036 Adjustment to FDOT Type V Storm inlet, J-4 Bottom UNIT LF LF EA LF EA EA EA LS LF EA LS LS �Y 50 40 2 300 1 2 1 UNIT COST $21.00 $37.00 $350.00 $25.00 $175.00 $200.00 $4,295.00 TOTAL COST ($1,050.00) ($1,480.00) ($700.00) ($7,500.00) ($175.00) ($400.00) ($4,295.00) 1 $17,426.00 ($17,426.00) Total (Decreases): ($36,699.00) 2 $75.00 $ I50.00 3 $1,275.00 $3,825.00 TotalIncreases: $3,975.00 64.5 $35.00 $2,257.50 1.0 $2,846.25 $2,846.25 Total Additions: $5,103.75 Total Net (Decreases)/Increases/Additions Code B: ($27,620.25) Water Code F: 0327-92275-563800-533-000-0000 llecreases: 7003 8" PVC Water main LF 473 $23.00 ($10,879.00) 7006 12"cross EA ###### $ 1,615.00 ($147.00) 7008 12" Gate valve EA 2$ 2,925.00 ($5,850.00) 7011 4" Gate valve EA 2$ 895.00 ($1,790.00) 7014 10% Water Contingency LS 1$ 29,085.50 ($29,085.50) Total (Decreases): ($47,751.50) Increases: 7002 12" DI Water Main 7004 6" PVC Water Main 7007 Line Stop 7010 6" Gate Valve 7012. l�ittings & Appurtenances 7015 Testing LF 25 $ 62.00 LF 154.5 $ 21.00 EA 1 $ 3,500.00 EA 4 $ 1,125.00 TN 0.170 $ 3,950.00 LS 1 $ 500.00 Total Increases: $1,550.00 $3,244.50 $3,500.00 $4,500.00 $671.50 $500.00 $13,966.00 Total Net (Decreases)/Increases/Additions Code F: ($33,785.50) Reclaimed Water Code D: 0327-92275-563800-533-000-000 D ccreases: R001 4" PVC Reclaim Main LF 12 $ 15.00 ($180.00) 8003 4" Gate Valve EA 10 $ 895.00 ($8,950.00) 8004 l0% Reclaimed Water Contingency LS 1$ 5,962.50 ($5,962.50) Total (Decreases): ($15,092.50) Increases: 8002 1" Reclaim Service LF 80 10.00 $800.00 Total Net (Decreases)/Increases Code D: $ (14,292.50) Sewcr_Code E: 0327-92275-563800-535-000-0000 ($30 000) Sewer Code G: 0376-92275-563800-535-000-0000 ($ 4 330) llecreases: 9001 5' Sanitary Manhole (Eccentric Cone) EA 1$ 4,275.00 ($4,275.00) 9003 Remove and Replace 6" Sanitary Sewer Lateral (If reeded) EA 26 $ 815.00 ($21,190.00) )006 Install Clean-out on Existing Latera( EA 5$ 305.00 ($1,525.00) 9008 Sanitary Sewer Manhole (Cone Only) EA I$ 1,875.00 ($1,875.00) 9009 ] 0% Sanitary Sewer Contingency LS 1$ 5,465.00 ($5,465.00) Total (Decreases): ($34,330.00) Total Net (Decreases)/Increases/Additions to Contract: ($207,267.49)