HomeMy WebLinkAboutRESOLUTION NO. 2014-77 RESOLUTION NO. 2014-77
RE SOLUTION TO APPROVE PAY APPLICATION NO. 6 FROM
TAYLOR CONSTRUCTION, INC. FOR THE FAIRFAX TRAIL ALONG EAST
SIDE OF UNNAMED TRIBUTARY TO PRAIRIE CREEK BETWEEN EAST
CEMETERY ROAD AND FRONT STREET PROJECT IN THE CITY OF
FAIRFAX, LINN COUNTY, IOWA
WHEREAS, the City Council of Fairfax, Iowa has contracted with Taylor
Construction, Inc. for the Fairfax Trail Along East Side of Unnamed Tributary to Prairie
Creek Between East Cemetery Road and Front Street Project within the corporate limits;
and
WHEREAS, hall and 14all Engineers, Inc., has recommended approval of Pay
Application No. 6 from Taylor Construction, Inc. for a current: payrnent due of
$14,075.75; and
WHEREAS,this project is IDOT project number: STP-E-2462(601)-8V-57.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of
Fairfax, Iowa, to approve Pay Application No. 6 from Taylor Construction, Inc. for the
Fairfax Trail Along East Side of Unnamed Tributary to Prairie Creek Between East
Cemetery Road and Front Street Project and issue a check for$14,075.75.
BE IT FURTHER RESOLVED, by the Fairfax City Council of the City of
Fairfax, Iowa, that the Mayor and. City Clerk/Treasurer are hereby authorized and
dixected to execute said resolution.
Passed and approved this 12th day of August, 2014.
AYES: Beer,Frieden, Magers, and Wainwright
NAYS: None
ABSENT: Otto
Jas Rabe, Mayor
ATTEST:
Cy ithia Stimson, City Clerk/Treasurer -y-
V
U-
0
APPLICATION FOR PAYMENT"
APPLICATION NO. 06
Project: Fairfax Trail Along East Side of Unnamed Tributary to Prairie Creek
Between E,Cemetery Road and front Street In the City of Fairfax
Contractor: Taylor Construction,Inc, Project Number: STP-E-2462(601)--8V-S7
7314 Columbus Street
P,O.Box 110 Bid Letting Onto: December 17,2013
Now Vienna,Iowa 52065
Owner; City of Fairfax,Iowa
Original Contract
Amount; $788,851„00
Revised Contract
Amount: $604,712.00
Date., August 12,2014
T he Contractor noted above,in accordance Wf1h.the provisions of the contract documents,hereby requests
approval of this application for payment on the following estimates of contractwork completed:
Original Contract Work Compteted $ 227,975.30
Materials Stored On Site $
Change Orders:
010,1 March 11 2014
7001 .
869.:00.
7042 $ 220,00
_ �..00
7004 $ 800.00
08002
,2 March 12014
05 2,708.00
.3' Ma 13,201401 111,40 146.00,4 Ma 13 2014
8003 $ 2'31.20
C,O.5 May 13,2014
7006 $ 51878.80
7007' $ 1,820.00
C.0.6- May 13,2014
7008 $ HUD
-
7009 8 1,800,00
Ca U,7 May 13,2014
1410 $ 2,104.40
Total Change In Contract Amount from Change Orders $ 16,061,00
Total Change Order Work Completed $13,507.68 .
Total Complete and Stored to bate $ 241,482.98
Retainage 3%
$ 7,244.49
Total Complete and Stored to Date Less Retainage $. 234 236,49
Less Previous Payments .S 220,162.74
Current Payment Due $ 14 475.75
Distribution: Owner Englnear,,,. ,,,Contractor Other,
Page f of 1
i
I
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 AppUcation for Payment have been
completed in accordance with the previsions 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: Date:.
ENGINEER'S/ARCHITECT'S RECOMMENDATION:
In accordance with the provisions of the Contract Documents and based on the Engineer'slArchitect'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'slArchitect's Aut rizdd RWes ntative:
J
By: L✓ l 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'slArchiteofs recommendation.
City of Fairfax Authorized Represpntative:
f
By: 1. ._:✓ Date:
ATTACHMENTS REQUIRED:
1. twine Item Schedule of Contract Values Summary,Amounts Completed This Period, and Amounts
Completed To Date. Recommend use of AIA document 0703,
2. Lina Item Schedule of Contract Materials Stored and Values (If applicable),
ACCOUNTING USE,ONLY,
a $
Page 1 of 1
APPLICATION FOR PAYMENT
APPLICATION NO,Q6
Prateal:.FelllaaTrw11ft0g Ea516ldeorLlnnarnsd TdbvIwyIa Prcirlo Qrl Project Numbor:EV01T-14621141)-OV•57
0'el wan E.Camel Road end(=ma1 Blrea!In IHa CI1y dT Fefd'aA
Centreailan Ta�yim CcrmDacllory Ina: Bid Lallina bare:Cal 17,203
Enolnena;.Haw lull Englnuars,Il
GHglna{Contrucl AmleunlY. 5789,661.00 IRovisad G*nlracl ArlmNmr: 4604,712.00
Oaicr. Au9us412,2044
Or pinal Rld old PNces Tto••.Iz Perwd To bete
U..No, Nam Numbor I basadpllon Mart Oak Ilam banal. Tel Qunnnly amount Quantity Amount %Camplate'
Ouanul
- 4010 2m{-0960942 CLEARINCANOQRUObINr 11KOx-- 220,903 EI9.pB.:2;200.00 0.000 - -:_=30.00--' 220.40 '52.209.00 .:100004'0
2102-2710079 EXCAVATION.CLASS 10. iCy 3,300.av0 58.46 621,800.49 5.000 1R-Oa 3,anLoc 519,709.40 0.011%
0020' ROAOWAYAN13TI YV
0030 21024554000 LOCATING TILE LINES STA.: 2.000: -:550000: $5,000,04;; .',.0.000....
21105-0425110.TLIPsb16,FURNISH AND CY 400,00n $22,00 W,0o0.i10 4.000 VOID 0.00 10.00 0.00%
0D40' DPREAD
2105-0}45015 TOPGOIL,STRIP.SALVAGE CY.--° 740099 $3.59 ;2,565.90 0.060 � 50.40 300.4Q. .51,277.50 .60-00% _
0050' AND SPR 0 ... .. -. .
7197°0425086 OLIIJr+ LL
AbNTO On0GKCULVERTSDR CIV 230.441 90.611 52,88844 0004 50.40 61.00 $400,06 20,40:0
WOtI. 87HdUTURPE,1
- 7197A071�1[jlf OOI41^AGTIU1YITH k2ftw
0074onNn S"ITV aONy?tAlcyf 2,038404 S¢,O0 S6r7000t1. 0000., ;4 p0 56,`10900 1100 SuBGFU,OE STADILIZAIIDN uY 1,000,449 $2.26 82,020.00 0404 5n.0046.19 04u?%al WI:IEHIAL.FAL Llaq RRIO21 •4(g4W 00*10013 J 470AS^ GY.�... ,,..E 2tu-745"90 G8OULUSR FINORING.EARTH STA 20.700 5169,00 18.678,00 0000 30.0040110 4A0%
11 22100479210 MAGAU ONI'F ATE TON 700.000: X14.50 3101'Li,Q,.O_ Uwa4 µ'30.4 00 U,g9�"fi402294C'rAs620 CY 470.000 S100.04 547404.00 tlA40 SU.OD 52 81074140001000NCRETE0130 CY:_-' 112.200 : .3543.00 556,104,04 15ACOSo,59ip:g6 5-09,20000_
07411 2464.7T7r400 REIff0nCIHG STEFL LB t2,B0a.0W 00.76 59.070.00 761,400 S585.1$ tU100.00 Si579.5o 71.32%
;,151-7776up pEIN',FaRcl G
6TaEL;EPGKY ..,,.52.00 .6820.90. 46.000 `3'92,o0- O'CII ,1104.00 '2a.D0%
0150 COATED ,,460,040- .
.. .. ._-- .. .. „_ :,
24f6Ut0001O APRONS,CONCRSTF,50114- EACH 2.000 51.11=00 $3.250.00 0.000 59.00 2.00 13,26800 10n:nu%
01 no DIA.
2422.0000100:PRE-ENGINCEHEO STEEL. .EAOH;'�,.:"-.1.000 '5996,050.9-0 5308:006.00' . 0.409..-. ':.50.00 - -.:.Q.UO.. $0,00 0,00%
0174 TRb35 TRAIL BRIDGE,234'-T X 14'-0
0100 2435.02513DO INTA(E,6W-513 EACN 2-000 'S2,4bl 54,640-00 0.000 50.440 200 $4 Boom IUI
UI Db 250i,02=42 PILES.SIM.HP 10 K42. LF. 910.000- 630.06•514.200.00 .24n:IX10 $7,204570"- -:'340.00 51- 204.00: -,i 100.P01b
2591.5478042 CONCRETE ENCASEMENT Or uP 49.949 590,40 34,664,0E a.0a0 $quO 40.20 54,679.00 102.50%
0210 STEEL H PILES,HP iO K 421P10L TYPE
3)
-0220 2001.9845010 Ffi£BUREOHOLES- -- LF = - .60,000 .$275.00 :5242nU.UDo-, 0.000". °80.¢30 05.70 323007.54 ,39%
2503-0144219 6TDRh1 DEVJER GRAVITY
AGAIN,TMENCHED HEINFORCE13 CONCHC'rE LF 164.000 944.04 50,438,00 1 $0.00 160.00 57,04000 9716656
0230 PIPE(RCP),20000(CLASS v%m IN.
0407607000{105 REVRT 1CNTj qIy��A SY I1AO.IFU ;3H.00 67201 .n Ona4 pW. OG4 0,40 /.
bED" zwT4aWnnREv4T5+aNrc�ns� t �6ztq 4 s .1gJ, papg_ S�iX -6 6.0 s`36a� Dia
7011.45492604 N 'i' A41`fiAIL, - g2LYda $4711, �0pq'- .-,f0°9)(I. ,-0.00 . '$prUl�
'0484...•POR71.Jd40.. . Nx OONGt1k4'fE,DIN, 1007 040 :tl.UDYa,
25-,,7 101aa NPEGWL COMPACTION Or.... STA 19.300 310da0 31,43n.00 4000 14100 0.00 Call U.aO°,1 i
4274 UBC O PCR R4OR{CATJf�Na 774Ati.
2(I:AO 13 1 67 52 0101 UETECTASLE WARM es SP
:=1
U RSSB, i•4,�,WOIi 5ArVTYCLOOUFn7 aACN 2.400 $226.06 aLU. 01000 SO10 0.00
2510.19ot009 FENCE,CHAIN LIN:VINYL_. tF ;�,°. ]d0aA0. ` '433,Of7 '.'SO,Pg2.4p 4:000 1080. .`0.60 :," S4.Op ':^':O.CC%
4300. 044794::' '.. .. .°.' . -
1110 25191200000 FENCE FIELD LF 1,234000 SG,20 67,712.6 0.090- 641.00 440 $0.00 0.00%
0320 :2519-07tltl400 FIELDFEHCa BRACE pANELB EA,OH ' -9.000 695,09 ;5701.. 0.900°- '14.04- ---_+:0,04 �'So.00- -„n4n%,;
033n 2510,1753M ENTRANCE BOLLARD EACH 8.900 3904.00 35400.08 0.000 211 O.ao 50-08 0.00%
2524.92751004400DPO6T6 FORTYP6 A,OR00.009- "'''S1tl.7s -1645.00'.'• 0.000, -s*
0340'" S61GNS 41N.x41N ..°. _ LF 1_ .
2524-23250DI TYPE A SIGNS,SHEET OF 9,066 $24.fiD 5260,50 8,000 $Ro0 0.00 10.00 0.1al
0350 ALUMINUM
. :
2527-9293i0PAINTED PAVBMEN7
MARKING,WATeREaRNE OR SOLVENT- .5'UA ` 2.600 ";704.04 61,760.00 0000 - SO:aQ._ • OA0 34.40 ':'0.006
-0360 EASED - _ -
0370 02ai,145110 TRAFFIC CONTROL LUNIP 604.000 97.00 5000.00 1 133.330 51•'33.33 1 006.08 - 5000,90 03.33%
0790 25334900045 MOMLILVIIN .. : : LUMP_ 49004,000 - '$10 $41 Uo0°IID ....41-,° ;4.90';° 41,1084.00 '$4 LRa0A0 ":1 o40D%--
zEU1-2676W35EEDING AND FEftT1L12ING
0390 RURAL} ACRE 1.606 57 wJ40 $3,900.00 C.DOO 5o,0C 0.00 s9.a4 ul
_ - ...:. _
200 7-2665 2 SLOPE PRb7ECTION'WOOD r
U4tl0' KCELSIOR AWT � ?A 270000 ;0.00 $2,160.00-' 0,900. - 111„uD' U.U4. -10.00 ':.,;0.00%,'
0410 1001-2643394 MOS1612ATIONFORWATERIN EACH 111C4a E3%K $3,500.00- Cain $0.90 0.00 sol 0100%
20614X106:506 PERIMETER AND SLraPS, ;., 11F i� tlOp �'$i8a.80 ` 9.00a�i,' 10.1i0: 60,80 $104.90 100[]Oah'.
2 GPNMSNTFoN1rQ4,DEYlaI
9002°8004039 Ra{da5'ALGFPURILIaxdRANa
n43D GL04.000 141,004 3118.89 4,444 $a,tf4 O:oq 59,44 OOnMY
OP 8041AIPNT4 atEUEOID61, ,r,•,,,,,,
In'
244°42uiu.�5"/P,4,> ,�sr„ NP RDx e'r...,�,.....„F, .,;. a7dn1>� """'•�"...tia 3"is 6rxi,na ;Qaan;...,. _._„p:au".. a'a.ri ,ja_,iSo,84 ,,ifiiS"a�/,, ,.,,,,
2691-94'!8894 G0140X4aT9'SNGASEMaNT QF LF' 40:004 3900,510 44,886,00 4:440 50,40 30:10 19,834.49 9'1.25%
0432 BY4FyL H PVLaS,NA idx 671P90L 1YPa'v'I
TOTAL 816 ST11,051,90 114514.00 $227,973,36 20.91 Y.
(ITEMS 40010 THROUGH 0432)
MATERIALS$TUNED ON SITE
Llml Na,I Ilsm Num burl Ilam C�easflp$6on item Dnll It..QuenSly 1.1010.11- Totat
TOTA{,MATERIALS 870 Fb ON SITE.-
CHANGE
ITE,CHANGE ORDERS I This P4a$od I P.L.
Llne No. Ilam Numhcrf Ham O°s°dpkion 0kRm 40481 Ilam DOE. Tole) QuanalyAmount Quendty Amount %camplelc
CU."tHy
C.O.NO,f
700'- 0020;2102-2710070 Exc l"I Gross 10. Cy. }50,60o- 50.44 °°5800-00 0.00 $0.00 OPO. .4090 lROatlwa end ocrimv
7!102, 0040 210sp4260a67apaa;L Famish and OV 14,049 587.04 $x20,00 000 ,10,00 D,ob 90.00 0,03%.....
WIT
2 1 0 5612 5 01 0 Y4Psall,8lnp,Sal.q.
7097' 0 CY iD 000 E3.54 970.00 0.00 10.40 10-00 590:00 60.130%
Ros7Na0d
Q4yl%7,16T4197;ALW GempaelHlrl YaiW 610an0aa ... ..., � .
7IXia' Cy 150.000 12.90 6.300,110 0.00 50.00, a,ab 50,80 4.00%
,,,.,.., bu cf�f 4!1173 a....,.,..,...._... ,....,.......,...,... .....,._....
002101 05000GGr pN 884 u4Mp 01NIT`_ 270dg11 ]0_4U 52744.00 H g0,q � 4-4D �l01 5e70i 4 2 S
OOp
Z.RUH-a .pavralfnn firPGO Four G 5.674 12DU0 -5111.44 11 9 SU.NIo b�7�� 5 14p� 10U,4U7�
6492 j5dcp Cradll•A .bawallOn rar pCO Pnar 30,944...,.
Page 112
=y �J,110
T006' 6470 2702.27144170 I'-4 avaUG0,Ck1x'�0 =
M?,
CY 910.aeu 52,110 vxam 0.00 MOO 910.00 $1,520.00 100.055
C.O.N..a
708 013t;2(.01.0201497 M..81.4,HP IOX67 ILF 19,00U 530.00 364400 0.00 30.00 1636 $561,66 06.14%
Enlall5foas fa Nunh pear
7009 2"04.47""d"D'pr'I"Mh pl"'"p SI-1 FA BUDIODO 93.04 51,630.00 DOD 10.00 060.00 61,600.00 10.00%
Plia Eklonshne
7010 0126:202.1724UOUB.,Wl- CY 6.0d3 5350.p0 52,144.4" 9.96 10.00 6.00 $2,100.00
Moo�PVW no.
ITOTALS f1e,ufi1,44 30.00
Sin'SOT."
NEVNED CONTRACT TOTAL AFT11411 ALL C.C.(IF ANY) 5644,712.1)01122TA75„31) 0NIGpNAL CONTRAC oRK COMPLETED
$0.130 !LLAI—ALS
ST L
OMI,ON
NWV IA"LETED
S13.6*7,6a TOTAL CHAW.—F.—Iff 11-11
'Items tabu paid parthe slgn.d Contract Quantity Agreement,511212014, 24148295 TOTAL
E3,4Uyo $7,2".49 RETAINACE
_;234 M 40,_,_,ICTAL L
1220,162.74 LE 9 PREVIOUS PAYMENTS
if
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