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Home My WebLink About2009-26 PARTIAL PAYMENT #2 ARENSDORF EXCAVATING EAST DRAINAGE EAST CEMETERY RD RESOLUTION NO.2009-26 A RESOLUTION TO ISSUE PARTIAL PAYMENT #2 TO ARENSDORF EXCAVATING & TRUCKING,INC. FOR THE EAST DRAINAGE WAY PROJECT ON EAST CEMETERY ROAD WHEREAS, The City of Fairfax, Iowa has contracted with Arensdorf Excavating and Trucking, Inc. for the East Drainage Way Project on East Cemetery Road; and WHEREAS, The City engineers, Hall & Hall Engineers, Inc. has reviewed Arensdorf Excavating and Trucking, Ine.'s Partial Pay Request No. 2 for work through 06-01-09 and have found it to be in accordance with their: Schedule of Values and work completed to date and has,, therefore, recommended payment of $76,486.40 on the Contract for the East Drainage Way Project on East Cemetery Road. BE IT RESOLVED, By the City Council of the City of Fairfax, Fairfax, Iowa, that the City Clerk is hereby directed to issue Partial Payment No. 2 in the amount of $76,486.40 to Arensdorf Excavating and Trucking, Inca for the East Drainage Way Project on East Cemetery Road. NOW, THEREFORE, BE IT FURTHER RESOLVED, By the Fairfax City Council of the City of Fairfax, Iowa, that the Mayor and City Clerk are hereby authorized and directed to execute said.Resolution. Passed and approved this 9th day of June, 2009. AYES: Frieden, Rabe, Mgers,and Wainwright NAYS: None ABSENT: Beer Bill Voss, Mayor ATTEST: r C hia Stimson, City Clerk. i } APPLICATION FOR PAYMENT APPLICATION NO. 02 i Project: EAST DRAINAGE WAY PROJECT ON EAST CEMETERY ROAD FAIRFAX, LI'NN COUNTY, IOWA Contractor: Arensdor€Excavating and Trucking Inc 9802 Co. Rd X-40 Anamosa, Iowa 62205 Owiner: City of Fairfax, Iowa Original Contract Amount: $170,008.72 Revised Contract Amount(After CO#1): $163,029.02 Date: June 1, 2009 The.Contractor noted above, in accordance with the provisions of the contract documents,hereby requests approval of this application for payment on the following estimates of contract work com leted- Oriigiinal Contract Work Completed' $ 87 9!29.50 Materials Stored On Site $ - Change Orders: w . . . .un 1' May 12, 2009 $ 6,979.70 I Total Change In Contract Amount from Change Orders 1 $ 6,979.70 Total Change Order Work Completed $ - Total l Complete and Stored to Date $ 87,929.5{3 Retainage 5% $ 4,396.48 Total l Complete and Stored to Date Less Retainage $ 83,533.03 Less Previous Estimates $ 7,046.63 Current Payment Due $ 76,486.40 Distribution: Owner j!: ` Engineer Contractor Other Page 1 of 3 61412009 i i E CONTRACTOR'S CERTIFICATION: The undersigned Contractor certifies, to the best of the Contractor's knowledge, that the above information and estimated values of completed work covered on this Application for Payment have been completed in accordance with the provisions of the Contract Documents, that all amounts have been paid by the Contractor for work for which (previous Applications for Payment have been made and payments received from the Owner, and that the current payment billing requested is now due. Contractor's Authorized Repres ntative: By. ' .a�� < Date: ENIGINEER'SIARCHITECT'S RECOMMENDATION: In accordance with the provisions cifthe Contract Documents and based on the Engineer's/Architect's on- site observations of the work included in this Application for Payment and based on the Engineer's/Architect's review of this,Application for Payment including the accompanying supporting data, and to the best of the Engineer's knowledge, information and belief, the work included in this Application for Payment is completed substantially in conformance with the Contract Documents and payment by the Owner is hereby recommended. Engineer's/Architect's Auth ized Representative; ' By: f ' r' C Date: CITY OF FAIRFAX PAYMENT RECOMMENDATION: Payment to the Contractor is hereby recommended based on the Application for Payment submitted by the Contractor and the Engineer's/Architect's recommendation. City of Fairfax Authorized Representative: By: z V4,10r Date: A'T'TACHMENTS REQUIRED: 1. Line Item Schedule of Contract Values Summary, Amounts Completed This Period, and Amounts Completed To Date. Recommend use of AIA Document G743. 2.. Line Item Schedule of Contract Materials Stored and Values (if applicable). ACCOUNTING USE ONLY: Page 2 of 3 614/2009 Project: EAST DRAINAGE WAY PROJECT ON EAST CEMETERY ROAD FAIRFAX,LINN COUNTY,IOWA Contractor: Arensdorf Excavating and Tmcking Inc Engineer: Hall&Hall Engineers,Inc. Original Contract Amount: $170,008.72 Date: June 1,2009 Bid Bid Prices This Period To Date `I Item Item Description Units Quantities ..l Unit Price Total Quantity Amount Quantity Amount %Complete 1. Mobilization LS 1 $ 6,000.00 $6,000.00 0.5 $3,000.00 1.00 $6,000.00 100.007 Subgrade and Subbase Compaction LS 1 $ 3,200.00 $3,200.00 0.75 $2,400.00 0.75 $2,400.00 75.00% 2. Testing 3. Traffic Control LS 1 $ 850.04 $850.00 0 $0-00 1.00 $850.00 100.00% 4. Temporary Erosion and Sediment Controls LS 1 $ 750.00 $750.00 0.25 $18750 0.7.5 $562.50 75.00% Silt Fence LF 1,550 $ 0.90 $1,395.00 325 $292.50 400.00 $360.00 25,81% 5. 6. Clearin and Grubbin LS 1 $ 1,500.00 $1,500.00 0.2.5 $375.00 1.00 $1,500-00 100.00% 7. Removal of Existing Sealcoat SY 320 $ 3.00 $960.00 130 $390.00 130.00 $390.00 40.63 Removal of Storm Sewer Pipe-12" LF 41 $ 15.00 $615.00 41 $615.00 41.00 $615.00 100.00% 8. Culvert Removal of Storm Sewer Pipe-24" LF 50 $ 18,00 $900.00 50 $900.00 50.00 $900,00 100.00°!0 9. Culvert 10. Unclassified Excavation and Embankment CY 5,625 $ 3.00 $16,875-00 3,350 $10,050.00 3,350.00 $10,050.00 59.56% 50.00% 11. -strip&Res read Topsoil CY 4,000 $ 2.00 $6,000.00 1,000 $2,000.00 2,000.00 $4,000.00 j 12. Dispose Unclassified Excavation Off-site CY 600 $ 6-50 $3,900.00 600 $3,900.00 600.00 $3,900.00 100.00% (i 13. Sub rade Pre aration SY 292 $ 13.00 $3,796.00 292 $3,796.00 292.00 $3,796.00 104.00% Subgrade Stabilization with Crushed Rock CY 1 $ 54.00 $54.00 0 $0.00 0.00 $0.00 0.00% 14. Material Pipe, 24 enc Bid Item 15. Culvert Pi e,24"Dia-RCP LF 55 $ 58.00 $3,190.00 40 $2,320.00 40.00 $2,320.00 72.73°l0 16. Culvert Pipe,15"Dia.RCA LF 77 $ 37.50 $2,887.50 0 $O.Op 0.00 $0.00 Flared End Section,24"Dia.with Toewall FA 1 $ 11.22 $11.22 0 $0.00 0-00 $0.00 0.00% 17. and Concrete Weir at Inlet Remove and Dispose of Existing Water LF 52 $ 15.00 $780.00 52 $780.00 52.00 $780.00 100.00% 18. Main 12"Dia.PVC Water Main,12"Dia,PVC C900(IncludingLF 58 $ 33.00 $1,914.00 58 $1,914.00 58.00 $1,914.00 100.00% 19. Filtin s Install Fire Hydrant(Relocate Existing Fire EA1 $ 1,200.00 $1,200.00 1 $1,200.00 1.00 $1,200.00 100.00% 20. Hydrant) 21. Disinfection and H drostatic Tessin LS 1 $ 1,000.00 $1,400.00 0 $0.00 0.00 $0.00 0.00% 22. Revetment,Class A SF 4,130 $ 7.50 $30,975.00 0 $0.00 0.40 $0.00 0.00 Aggregate Surfacing-9"Layer of Macadam Stone for Field Entrance and SY 95 $ 18.00 $1,710.00 0 $0.00 0.00 $0.00 0'00! 23. Draina a Wa Crossing Aggregate Surfacing-5"Layer of SY 292 $ 13.50 $3,942.00 0 $6.00 0.00 $0.00 0.00% 24. Macadam Stone Aggregate Surfacing-3"Layer of Class ASY 292 $ 11.00 $3,212.00 0 $0.00 0.00 $0.00 0.00 25. Choke Stone 26. Seal Coat,Dual Application SY 292 $ 25.00 $7,300.00 0 $0.00 0.00 $0.00 0-00 Hydroseeding with Liquid Mulch Binder, Including Fertilizing,and Mulching SF 90,000 $ 0.06 $5,400.00 0 $0.00 0.00 $O.OD 0.00% 27, Permanent Erosion Control Grass Mix Hydroseeding with Liquid Mulch Binder, Including Fertilizing,and Mulching(Turf SF 75,000 $ 0.07 $5,250.00 D $0.00 0.00 $0.00 0,00% 28- Grass 29. Wood Excelsior Mat SF 55,G00 $ 0.11 $6,050.00 0 =$2,600.00 0.00 $0.00 0.00% 4"Foam Insulation-Over Sanitary Sewer SF 520 $ 5-00 $2,600.00 520 520.00 $2,600.00 100.00% 30. and W ater Main37. Concrete Culvert 10'X 5'RCB LF 92 $ 406.00 $37,352.00 92 92.00 $37,352.0000%32- Concrete Culvert Headwall 10'X 5'RCB EA 2 $ 3,220.00 $6,440.00 2 , . 2.00 $6.440.00 100.00 COMPUTED TOTAL BID (ITEMS 1 THROUGH 30)_ $170,008.72 $80,512.00 $87,929.50 51.72% MATERIALS STORED ON SITE ITEM DESCRIPTION UNITS QUANTITY PRICE PER UNIT TOTAL TOTAL MATERIALS STORED ON SITE $0.00 CHANGE ORDER NO. 1 Replace Class A Revetment with Class S.F. 4130 $5.81 $23,995.30 0 $0.00 0 $0.00 0.00% E Revetment CHANGE ORDER TOTALS ($6,979.70) $0.00 i REVISED CONTRACT TOTAL AFTER ALL C.O. IF AN $163,029.02 $87,929.50 ORIGINAL CONTRACT WORK COMPLETED $0.00 MATERIALS STORED ON SITE $0. 0 TOTAL CHANGE ORDER WORK COMPLETED + TOTAL WORK COMPLETE AND STORED MATERIALS 5.00% $4,396.48 RETAINAGE + TOTAL COMPLETE AND STORED LESS RETAINAGE $7,046.63 LESS PREVIOUS PAYMENTS + CURRENT PAYMENT DUE I� a