HomeMy WebLinkAbout2009-35 PARTIAL PAYMENT #3 ARENSDORF EXCAVATING EAST DRAINAGE PROJECT CEMETERY ROAD I
RIESOLUTION NO. 2009-35
A RESOLUTION TO ISSUE PARTIAL,PAYMENT #3 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, Inc.'s Partial Pay Request No. 3 for work through
07-07-09 and have found it to be in accordance with their 'Schedule of Values and work
completed to date and has, therefore, recommended payment of $65,253.52 on the
Contract for the East Drainage Way Project on East Cemetery Road.
NOW, THEREFORE, 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.
3 in the amount of $65,253.52 to Arensdorf Excavating and Trucking, Inc. for the East
Drainage Way Project on East Cemetery Road.
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 14th day of July, 2009,
AYES: Beer, Rabe, Magers, and Wainwright
NAYS: None
ABSENT: Frieden
Bill Voss, Mayor
ATTEST: q
Cin 'a Stimson, City Clerk
APPLICATION FOR PAYMENT
APPLICATION NO. 03
Project: EAST DRAINAGE WAY PROJECT ON EAST CEMETERY ROAD
FAIRFAX, I-I' N COUNTY, ]OVVA
Contractor: Arensdorf Excavating:end"Frac kinn !rK
9802 Co. Rd X-40
Anarnosa, iota 52205
Owner: Cty of Fairfax, Iowa
Original Contract
Amount: $170,00872
Revised Contract
Amount(After CO#3): $161,173.82
Date: July 7, 2009
The Contractor noted above, in accordance with the provisions of the cointract documents, hereby requests
approval of this appilication for payment on the following estimates of contract work completed:
Original Contract Work Completed $ 127,177.32
Materials Stored On Site $ -
Change Orders: ,
Change Order No. Date Approved. Amount
I May 12: 2009 7 (6,979.70)
2 NOT APPROVED $
3 July 14, 2009 $ (1,865,20) -
Total Change In Contract Amount from Change Orders (8,834.90)
Total Change Order Work Completed $ 29,440.10
Total Complete and Stored to Date $ 156,1617.42
Retainage 5% $ 7,830.87
Total Complete and Stored to Date Less Retainage $ 148,786.55
Less Previous Payments $ 83,533.03
Current Payment Due $ 65,253.52
Distribution: Owner V Engineer Contractor Other
Page I of 3 718/2009
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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 Representative*
�``�
By: � te_ r Gate: ---
B
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ENGINE ERWARCHITECTI S RECOMMENDATION: �
In accordance with the provisions of the 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 Authorized Representative:
By: l Dater
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'slArchitect's recommendation.
City of Fairfax Authorized Represantative:
By: —Date: r,. .
ATTACHMENTS REQUIRED:
1. Line Item Schedule of Contract Values Summary, Amounts Completed This Period, and Amounts
Completed To Date. Recommend) use of AIA Document G703.
2. tine Item Schedule of Contract Iltdlaterials Stored and)Values(if applicable).
ACCOUNTING USE ONLY:
Page 2 of 3 717/2'009
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APPLICATION FOR PAYMENT
APPLICATION NO.03
Project: FAST DRAINAGE WAY PROJECT ON EAST CEMETERY ROAD
FAIRFAX,UNN1COUNTY.IOWA
Can6eemr. Arenm�-ffk7 -arbm and Teuddn9 Im _ l
En,gre . HallS.tea111F gltlrnerss,tmc
Oripinat CaslraarAmwmt 5170.009.77
Uatw J9ty7.20091
18sd SldPri- Th..FerW TUU w
It.. Ibm D-riPUnn Units,, Ouue1L11ies
L1nxPrtrz I T-W IOVantikg Amonutffi oualilt5l Arn 9nt %.Complete
5. koLT4altiOn LS _ 11 S fi9W.W 85.00050 0.o 50_OO 100 56000.00 Im.00%
suSOs Wd Suuh C0mp9alon LAS A $ 3,200.00 53,200.00 025 5809.010 1.00 53 90.00 100.00%
Ti�FeC COnA'W
2 off
3. TLS II $ 850.00 8340.00 0 518.010 1.00 5850.00 im.00%
4. TmnpaMy E0ls.d Sed-ert C-NWCv LS IF S 750.00 5750.90 0.25 $187.'$0 1.00 $750.00 100.00%
5 Sill Fen- LF "1.`.509 5 0.90 51,595.00 520 547520 92800 3835M 59.27%
6. Ict.-and Cyt UDi LS I Y Is I 500.00 31.500.00 0 Op ---Lo.00 1.00 $1 500.00 100.00%
7_ Rea-11f Seek 1 Sy 1 326 S 3.00 $90000 124 $lWME 254.00 $76200 1 79.38%
R6nuyal ne Slam Sewer Pipe-12" LF 41 $ 15.00 5615.00 0 :5000 41.00 3615.00 109.00%
8, CuWm
Ren-A f-%WM re-P€pe-24' LF 59 S 10.00 S9W00 0 51@,00 50.U0 $900.00 100.00%
0. Culxat _
1A UddasslBad E=avatmand Empenkmwk CY SA25• 3 3.50 318,8'7500 2,275 561;825.00 5,625.00 516,675.00 100.W%
11.
SWp&R22MMg Tp 1 C74.1@'00 8 200 38.00.00 2000 SCDOC.W 4.000.00 W.DDD.W 150.00%
12, O Unda59€Q!�-'�'__OQ-sr� (;y '51508 O.FA 33,9m 00 0 50.500500.W $3900.00 h00,om
13. Su rrde SY 292 $ 13.00 $3,796.00 0 50.00 292.00 $3.7564,00 100.00%
5u0grede S�Oi6za0on xdh Crl6lAed Rtxk Cy 1 $ 54.50 354.00 0 59.010 0.00 $0,00 c.W%
14. MaGer�l nn BH Sem
15. C1dva1 P' 24'Dia.RCP )- 55 S 56 W 190-00 15 $1876.80 55.00 53,190.00 100.00%
1fi. Calvet P' 75' LF 77 5 3750 8.887.50 77 187.50 77.00 52887.50 100.00%
Elated Fr1d5
t7. rwF COrtaefe Weir 0I
dr Wat Inlet
Fes,.orifi-21€ 1 5 11 32 22 $11 1 !F5fIm t .22 00 891 100.00%..
a
R-and Djap- fE-ung wawIF52 $ 15.00 $780.00 0 80.0052005z $7W.W 199.9044
18. Male 1T Itla.PVC
1NaterMain.lY Dia.PVC G900(lw:lud1ng LF 58 $ 500 $191400 0 '$0.60 53A0 31;914.00 100.00%.
?9. a
Ir 51st€Fj2 Wydlatk{Re1 �F."Fire 1 S 1200.M 3{app 00 0 x'40 1.0 !P1,200-OG 1W.00%
20_ H ran
21. p'ti nn andH -YeeS LS 1 Is 1950.00 $105000 1 61.10,00.03 1-00 $hOW 00 1W.00%
22 IftyckneKClassA SF 4,130 $ 7.50 $90,975.00 0 $0!00 0.00 $0.00 0.00%
A98(eg2te SurFaan9-9"L2W of .
Macadam Stone for Fie.Fnn'ance and Sy !9s 5 mw 11,710.W 95 $4,7tlRA.00 95.09 $1.710,00 100.00%
23. Ore' a Cn -
A93m9a9eSWtaasg-5L.Wclf Sy 292 $ 13.su 53,84200 130 61:Y55.00 135.00 81,755.00 44.52%
24. Mamdam Stone
Aggreowe Sutfaong-3't„yyer or Claw BY 292 S 11.00 $3,212,00 254 S2'79cw 254.0 82,79450 869996.
25. Chdrs Stene
26_ Sed C2@1 Dual Ap0mation SY 242 5 25.00 1 $7300.00 0 $0.00 9.tm _$0.00 0.00%
Hydraseed,with Li0a MuLh
Tno>Mog FplS'fging,and N. &M9 SF '', '90,000 5 000 $5,40000 90,500 $5„100-00 90,500.00 $5,500.00 100.00%
27. -M E,oSmn T.*A Orals Mi.
13ydmseedmq vAlh Liquid MUth 9MICr,
itdudm9 Felli!Ll g,end MVlydfeg(fad SF 7.ry,10n01 $ 0.07 S5,250.00 75,U00 35„250.00 75,000.00 55,250.00 100,00%
28. Grass
29. wWed Eaftior Mat SF 5!5;1050 5 0.11 5506000 44,640 54„970.40 'A.mm S4 910A0 81.16%.
4"Foam 1na91aBon-OvM Sanihry Sr SF' W 520 5 &OD 5ZGW. 0 '40.00 520 50. $2,650.00 1000034
50. ereand Water Main
31- 0arr<en4a CuWen10'XSRCB LFP2. 5 498.00 $3735208 0 319.50 9290 337,3G?00 1110-mg
32. GOnae0e Gu4'artH g10'X9RCB P. 2 is 3,22000 56,440,00 D '911.04 2.50 56,gg0.00 150,00%
COMPLITED TOTAL®D(nFN.S I TI4RCO1GH 3100= 3170,000-1 539,247.92' S127,177.32 74JIt y.
retAxemiAL6 nURED ON SITE
ITEM DESCRIPTION IJNWS I QUANTITY PRICE PER UNIT TOTAL
TOTAL MATERLLLS-RED ON SITE 00
CHANGE ORDER NO.
1 ERevNrrCw.ril ARmr�filniteilh Claes SF 4136 3581 523,998.30 4130 $28,'906.30 4150 523,995.30 100.00%
3 B"Dram TSe,enol.2$fandPi-Clean LF' 656 18.30 $5,444.00 656 S5;444_so 656 e5,444.E0 10¢90%...
Scone Fi FaLsc
Remove Neter No.25,292 5Y 115eeA525.00 (57,3W.00)
Oval leatlon
CRAr4GEORDER-WAL $8,634.90 529,440'.1'9 $28,440.19
REVISE3I CONTRACT TOTAL AFTER ALL Q M OIF $161,177.82 S71127177.32 1ORIGINAL CONTRACT WORK COMPLEM11
.OQ MATERIALS STORED ON SITE
529,440.iQ TOTAL CHANGE ORDER WORK COMPLEITD
TOFAL WDRK COMPLETEAND STORED MATERIALS
5.50% '1830J3T RETAINAGE
TOTAL COMPLETE AND STORED LESS RETAINAGE
- -6,33JAT LESS PREVIOUS PAYMENTS
- Cl1RfTEIFf PAYMENT IDUE i
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Ye9a1p3 adTrz£0.N1
Project: EAST DRAINAGE WAY PROJECT ON EAST CEMETERY ROAD _
FAIRFAX,LINN COUNTY,IOWA
Contractor: Arensdorf Excavating and Trucking Inc
Engineer: Hall&Hall Engineers,Inc.
Original Contract Amount: $170,008.72
Date: July 7,2009
Bid Prices This Period To Date
Item Item Description Units Bid
Quantities Unit Price Total Quantity Amount Quantity Amount %Complete
1. Mobilization LS 1 $ 6000.00 $6,000.00 0.0 $0.00 190 $6,000.00 100.00%
Subgrade and Subbase Compaction LS 1 $ 3,200.00 $3,200.00 0.25 $80000 1.00 $3,200.00 10000%
2 Testing ')
3. Traffic Control LS 1 $ 850.0 $85090 0 $0.00 1.00 $850,00 1 00.00%
4, Temporary Erosion and Sediment Controls LS 1 $ 750.00 $750.00 0.25 $187.50 1.00 $750.00 100.00%
5 Silt Fence LF 1,550 $ 0.90 $1,395-00 528 $475.20 928.00 $835.20 5987%
6. Clearin and Grubbin LS 1 $ 1 500.00 $1 500.00 0.00 $0.00 1.00 $1,500.00 fl.
0.00%
7. Removal of ExistingSealcoat SY 320 $ 3 oo $960.00 124 $372.00 254.00 $762.00 .38°!0
Removal of Storm Sewer Pipe-12" LF 41 $ 15.00 $615.00 0 $0.00 41.00 $615.00 .00
8. Culvert
Removal of Storm Sewer Pipe-24" HE 50 $ 18.00 $900.00 0 $0.00 50.00 $90D.00 10090%
9 Culver
10 Unclassified Excavation and Embankment CY 5,625 $ 3.00 $16,675.00 2,275 $6,825.00 5,62500 $16,875.00 1110.00%
11. Strip&Resp read Topsoil CY 4,000 $ 2.00 $8,000.00 2,006 $4 000.00 4,000.00 $8,000.00 100.00%
12. Dis ose Unclassified Excavation Off-site CY 600 $ 6.50 $3,900.00 0 $0.00 606.00 $3,900.00 100.00%
13. Sub rade Preparation SY 292 -$ 13.00 $3,796-00 0 $D,OD 292.00 $3,796.00 100-00%
Subgrade Stabilization with Crushed Rock CY 1 $ 54.00 $54.00 0 $0.00 0.00 $0.00 0.00%
14. Material Contin encBid Item
15. Culvert Pi e�24"Dia.RCP LF 55 $ 58.00 $3,190.00 15 $870.00 55.00 $3,190.00 1 D0.00%
16, Culvert Pipe,15"Pia.RCP LF 77 $ 37.50 $2,887.50 77 $2,887.50 77.00 $2,867.50 10090%
Flared End Section,24"Dia.with Toewall EA 1 $ 11.22 $11.22 1 $11.22 1.00 $11.22 100.00%
17. and Concrete Weir at Inlet
Remove and Dispose of Existing Water LF 52 $ 15.00 $780.00 0 $0.00 5200. $780.00 100.001
18- Main 12"Dia.PVC
Water Main,12"Dia..PVC 0900(Including LF 58 $ 33.00 $1,914.00 0 $0.00 58.00 $1;914.00 100.00%
19- FitOn s)
Install Fire Hydrant(Relocate Existing Fire EA 1 $ 1,200.00 $1,200.00 0 $troo 1.00 $1,200.00 100.00%
20. Hydrant)
21. Disinfection and Hydrostatic TestingLS 1 $ 1,000.00 $1,000.00 1 $1,000.00 1.00 $1 000.00 10000%
22. Revetment Class SF 4,130 $ 7.50 $30,975.00 0 $o 00 0.00 $0.00 0.00%
Aggregate Surfacing-9"Layer of
Macadam Stone for Field Entrance and SY 95 $ 1890 $1,710.00 95 $1,710.00 95.00 $1,710.00 100.00%
23. Draina a Wa Crossin
Aggregate Surfacing-5"Layer of Sy 292 $ 13.50 $3,942.00 130 $1,755.OD 13090 $1,75590 44.52
24. Macadam Stone
Aggregate Surfacing-3"Layer of Class A SY 292 $ 11.00 $3,212.00 254 $2,794.00 254.00 $2,794.00 86.99%
25, Choke Stone
26. Seal Coat Dual A licatton SY 292 $ 25.00 $7,300.00 0 $0,00 0.00 $6.00 0.00
Hydroseeding with Liquid Mulch Binder,
Including Fertilizing,and Mulching SF 90,000 $ 0.06 $5,40000 90,000 $5,400.00 90,000.00 $5,400.00 100.00%
27, Permanent Erosion Control Grass Mix ,.,..
Hydroseeding with Liquid Mulch Binder,
Including Fertilizing,and Mulching(Turf SF 75,000 $ 0.07 $5,250.00 75,000 $5,250.00 75,000.00 $5,250.00 100 00%
28. Grass
29. Wood Excelsior Mat SF 55,000 $ 0.11 $6,D50.0c 44,646 $4,910.40 44,640.00 $4,910.40 81.16%
4"Foam Insulation-Over Sanitary Sewer SF 520 $ 5.00 $2,60090 0 $0.00 520.00 $2,600.00100.00%
30- and Water Main
31. Concrete Culvert 10'X 5'RCB LF 92 $ 406.00 $37,352.00 D $o.00 92.00 $37,352.00 10000%
32. Concrete Culvert Headwall 10'X 5'RCB EA 2 $ 3,220.00 $6,440.00 0 $0.00 2,00 $6,440.00 100.00%
COMPUTED TOTAL BID (ITEMS 1 THROUGH 30)= $170,008.72 $39,247.82 $127,177,32 74.81
%
MATERIALS STORED ON SITE
ITEM DESCRIPTION UNITS QUANTITY PRICE PER UNIT TOTAL
TOTAL MATERIALS STORED ON SITE $0.00
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CHANGE ORDER NO.
1 Replace Class A Revetment with Class SF 4130 $5.81 $23,995.30 4130 $23,99530 4136 $23,995.30 100.00%
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E Revetment
6.Drain Tile,inch 2 Standpipes,Clean
3 LF 656 $8.36 $5,444.80 856 $5,444.60 656 $5,444.80 100.00% .Ili
Stone&Filter Fabric
Remove Item No.26,292 SY of Seal SY -292 $25.00 -($7,300,06)
Coat Dual Application
CHANGE ORDER TOTALS $8 834.90) $29,440.10 $29,440.10
REVISED CONTRACT TOTAL AFT $127.177.32 ORIGINAL CONTRACT WORK COMPLETED
0.00 MATERIALS STORED ON SITE -'I
$29,440.10 TOTAL CHANGE ORDER WORK COMPLETED
TOTAL WORK COMPLETE AND STORED MATERIALS
5.00% 7830.$7 RETAINAGE
TOTAL COMPLETE AND STORED LESS RETAINAGE
83 533.03 LESS PREVIOUS PAYMENTS
CURRENT PAYMENT DUE {
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