HomeMy WebLinkAboutRESOLUTION NO. 2016-58 RESOLUTION NO. 2016-58
RESOLUTION TO APPROVE PAY APPLICATION NO. 4 FROM
RATHJE CONSTRUCTION, CO. FOR THE PHASE 4 WATER MAIN AND
VANDERBILT PAVEMENT RECONSTRUCTION PROJECT IN THE CITY OF
FAIRFAX, LINN COUNTY, IOWA
WHEREAS, the City Council of Fairfax, Iowa has contracted with Rathje
Construction Co. for the Phase 4 Water Main and Vanderbilt Pavement Reconstruction
Project within the corporate limits; and
WHEREAS, Hall and Hall Engineers, Inc., has recommended approval of Pay
Application No. 4 from Rathje Construction Co. for a current payment due of$123,579.20.
NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of
Fairfax, Iowa, to approve Pay Application No. 4 from Rathje Construction Co. for the
Phase 4 Water Main and Vanderbilt Pavement Reconstruction Project and issue a check
for $123,579.20.
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 directed
to execute said resolution.
Passed and approved this 14th day of June, 2016.
AYES: Beer, Daly, Kell, Volk, and Wainwright
NAYS: None
Burnell G. Frieden, Mayor
ATTEST:
Cyn is Stimson, City C erk/Treasurer
�0®eel
,®.o•eq®aDasa B®y R�a
®Oasod��aR16®bi19®Gi�'�Co�,,,e
APPLICATION FOR PAYMENT
APPLICATION NO. 04
Project: Phase 4 Water Main Replacement and Vanderbilt Street Paving Reconstruction
Improvements in Fairfax, Linn County, Iowa
Contractor: Rathje Construction Co.
P.O. Box 408
Marion, Iowa 52302
Owner: City of Fairfax, Iowa
Original Contract
Amount: $752,644.32
Revised Contract
Amount: $767,296.82
Date: June 3, 2016
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 completed:
Original Contract Work Completed $ 325,931.31
Materials Stored On Site $ 60,761.86
Change Orders:
Change Order No. Date Approved Amount
1 Ma 10, 2016 $ 386.50
2 May 31, 2016 $ 15,039.00
Total Change In Contract Amount from Change Ordersi $ 14,652.50
Total Change Order Work Completed $ -
Total Complete and Stored to Date $ 386,693.16
Retainage 5% $ 19,334.66
Total Complete and Stored to Date Less Retainage $ 367,358.50
Less Previous Payments $ 243,779.30
Current Payment Due $ 123,579.20
Distribution: Owner Engineer Contractor Other
Page 1 of 4
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.
Contracto 's Authorized Representative:
(Date:
ENGINEER'S/ARCHITECT'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 Authized eprese ive:
By: Date: �6
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 Autho ed Representative:
By: Date:
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. Line Item Schedule of Contract Materials Stored and Values (if applicable).
ACCOUNTING USE ONLY:
$
Page 2 of 4
APPLICATION FOR PAYMENT
APPLICATION NO.04
Po1em1111, RepiaremeRtaRO VaRoemut SDat P,Ug Ra7onaw7oon
IrngroYarnarrta maFa,_unn Cowry,Iowa
bac
Engineer Englneers,�nc.
Nexzetl Contract $76729632
5[aNuntlartlmber B"tl[lez qnt Proe oez Th.Penotl To Date
[
tem tem Dezonpton units quan[ Stre YNZEmYlutaJH' Total quantity Amount .-tty Amunt o %-p-
1 01100
Storm Sewer.,.
0110001 MOB LznT ON Ls 1 $ 30,00000 $ 1200000 1500030, $30,00000 000 $o 170 050 $15,00000 517 00%
ANO SUBBASE COMPACTION $ 0 $ $1,70000 o OF $o OF OFF So OF
2 01110 02 TEST NO
$ 0 $ $5,90000 $o OF $2,95000
0120001 TRAFFIC LS 1 ,080 50000 Ono 050 50 00%
3 30 $ 7800 $ 210000 $2,10000 000 $o OF 000 So OF 000%
TEMPORARY 4 0120041 Nb'ALL tMVVHHHY VUALKVUHY'b'(HHIL) LF
EROSION.1 SEDIMENT $ 0 $ 30000$c,,,360,60, $600 00 o Go $o OF 050 $30800 50 00%
5 01300 01 CONTROL
FILTER SOCKS AT STORM SEWER $52500 $o OF So OF
6 0130012 bHV[,VHtb l $ 7500 $ 500 ,,,,
0130015 coN ARYCSV TEMG AND MULCHING AC 1 $ 1,60000 $ 0000,$ 160060, $1,500170 Ono $O OF Ono $O OF Ono%
7 1 01400 01 1 CLEAR IN G AND OR UBBI NO FS 1 1 1$ 1,00eoo $ 50000 RD, 511 $1,00000 045 $45000 100 $1 00000 10000%
RE'OVAL OF TNG DRIVEWAYby $5,55000 $o OF $1,39200 25 OE%
9 014 PC ToAN D ASK HATTL921 $ 0 $ 38750$;,,415250
EXISTINGREMOVAL OF DRVEWAv $ g„540 $54000 $o OF $24800
io 0140010 AGGREGATE lo 300
REMOVALOFEx STNGSEALCOAT STREET oGo $o OF 000 So OF 000%
11 01400 io PAVEMENT RA LRono sraal Sv 90 $ zoo ,,,i2bml $1 e0 170
R E MoVAL OF ED ST NG PCC STRE EL
PAVEMENT NTC LUD NG P
RT o N OF
wv(VAND�Ra LT STREET, sv $12,10000 63900 $3,19500 6390 $3,19500 2640%
NCLUDAND
FRO
$ 0 $
12 0140010 STREET ASPHALTNTERSECTONS 2,420 50 12 10000$ loo $ 18750 G 1420 $71 no 2340%
13 01400 11 U1 INKI INI bI111XALX by IF REMOVAL 2 $250 00 $71 00
F EXISTING SIDEXPALA BRICK $ 6 $ $1200 $o OF So OF
14 01400 11 ERS15 01400 40 PERMUOCVTALROESEXI SHIP SEVER $ 0 $ $2,25000 5 GO $2,25000 500 $2,25000Too 00%
REMOVALEXISTING
SEWER
AN9500 $35500 9500 $35500 293
E24 CI OR SMALLER UDES Ee EEe).ALL LF $2 916 o0 v
16 01400 41 324 $ 0 $
17 01400 55 ABANNDOMENT OF EXISTING WATER MAN I $ 1 20000 oo$,;10069.1 $1 200 00 572000 $103000
$ $,r,ru5E $200000 $550006 $550006
Go 00%
13 6146666 REMovALOFFREHvoRANT EA 1 106666 506 566 7146%
9 6146661 REMOVAL OF VALVES EA 5 $ 46666 „20oam, $2666 176 Sao $2666 176 566 $z000no 16600%
UNC ISS F ED BY CAVATONAND $ 0 $ 1 $15,40000 SoOF Soon
20 02000 01 EMBANKMENT
0° 146 5 6666 606 ono 606%
$ 0 $ 57mo oo $o 0o So 00
21 0260002 SUBGAND RESPARADIOPsoL CY 70 azo 7 4006 606 Ono 606%
22 02100 01 sy $ 6 $ $6,766 176 $o 176 So 176
TABLZATo(CONTNGEN cv $12,60000 $ono So oo
sueTEM, cv
26 6216626 BD TEM 350 $ 3666 $ 1260000 oao ono 606%
CFO FX
$ 5$ $1,33750 o OF So OF OFF Soon
H owuNDER $14,156 176 $o 176 S0 176
6216656 vANDERB LT AL EET'6T �' 006
o $
25 PAANG 2036 50 14 517 66 °
GRANULAR SUBBASE 4"TH CU(uNDER sY 370 $ 304500 $3,0500 ono So OF 000 Sono 000°%
26 6210056 VANDERB LTTRALPAvmG 300 $
$ 0 $ ;;a m, $14466176 $666176 $1,55602
27 6216666 SPEC AL BACWLL TON 1,mo 54x6 12924 1607%
o2�00 10 TRENCH ON(CONTINGENCY) $ ,,3200lgpl $3,900 F So OF So OF
29 02200 20 DRAINABLE BACKFILL cy 190 $ 0 $ $1900 $0170 $0170
$ 0 $ $42770 $11230 $11230
30 02400 01 15 CIA RCP STORM SEDSER LF Yi 24170 24➢0 '1Ho oo4
31 0240 01 HE CIA RCP STORM SEWER LF 235 $ 4800 $ 940000 $9,400 170 235 170 $9,400 170 23500 $9,40000 10000%
32 0240001 24"DA RCP STORM SEWER LF 36 $ 7800 $ 251000 $25200 25.00 $1,7500 2500 $1,75000 6944%
33 0240010 SUBDRAN It DIA) LF 1,020 $ 1050 $ 1071000 $10,7100 Ono So OF Ono So OF Ono%
CoNNECTEXSTSUBDRANSERVCETo
PROPOSED SEWER NTAGE9 9 READ Eto $2500 1 00 $2500 1 00 $25800 100 00%
0 $
CoNNECTEXST
SUBDRANSERVCET
ED SUBDRAN(FORT NGENCVO EA $900 OF Ono $o OF Ono So nO Ono%
35 024CO 12 PREM) $ 6 $
11(14 $ 0 $ $3,30000 $o OF So nO
36 0240 VHANCL CULVERT
tH 4 825.0 330000 Ono 0➢0 Ono%
RT(REPLACESECTION
37 02400 20 OF ED ST NG CULVERT CONT NGENCV BI LF $ $1,00000 Ono $0 170 0➢0 $0 170 Ono%
20 TE
787 1 CMP ,,i 6olvbo,
CULVERT(REPLACE
SECT
ION
OF NG CULVERT CONT NGENCV BID LF $1,000 170 000 $0 170 0➢0 $0 170 000%
FIE 024_ ITEM) 20 $ ,,i 6olvbo,
$ 0 $ $7,95000 $7,95000 $7,95000
39 0240050 STORMSPJVER NTAI4=METRO RA3 EA 3 3,6580 ]5000 300 300 100 170%
40 02400 51 STORM SERVER NTAIW(METRO RAS) EA 1 $ ,70800 $ 370000 $3,700 170 1 170 $3,700 170 1 170 $3 70000 100 00%
STORM SERVER TAIW(CURBAND GRATEEA $2,20000 1 OF $2,20000 1 OF $2,20000 Too 00%
0 $
INTAKE AND GRATE $3,00000 $3,00000 $3,00000
STORM SEWER NT EA
42 0240053 CIADOUBLE 1 $ 3,00800 $ 300000 100 100 000%
43 02500 01 E IC WATER MAIN G 900) LF 3600 $ $105,3000 $1 So019
170OFns $7602075
44 02500 01 .6 CIA IC WATER MAIN G 900)) F So $ „1.9500. $175500 $o So OF
FURND NSTALLe DAGnrevAL $ $`3125f 90� $21,25006 $7,50006 $1,50006
45 6256626 AND Box en n 1,zsnoo 6a6 1406 3265%
ED r(PLASTIC)N
TRACER ER SAND INCLUDING
AND
TRACER'REOF ED AT CURBL D ST EA $31,72500 2400 $23,20000
AND REPLACEMENT OF Ex AT CURB STOP 2400 $23,266 176 3309%
$ $.atrzsra5i
46 6256646 AND Box 27 1,0566
WATER SERACES,1(PLASTIC)
,wcwowG
TRACER CARE AND REMOVAL,o HPo3AL
ANDREPLACEMENT OFExsr.CURBSTOP EA $1,54oOF 106 $1,54000 106 $1,54000 Too 00%
AND oX(NSTALLED NCOVER
HE
„
47 62566 40 $
1 1 54000 i54pm,
WATERTC)
ES(D RECT ONAL DRILL),
REMOVAL
q,NCLUD NG TRACERVMRMEANEvD EA $3517500 1500 $2512500 1500 $2512500 7143%
413 02500 40 ODEXIST CURBSTORANDBOX 21 $ 1 67500 t9m,
TURN ISH AND INSTALL FIR E HYDRANT AND
ASSEMBLY uDNGASTORZ EA $3040000 200 $7,60000 700 $26,666176 3750%
49 02500 50 CONNEC 10 N $ $,.3040560.
$--160%60%
50 0250060 oSNFECT ON AND HYDROSTAT CTEST $ 10800 $Too OF $50 00 $5800 NG LS t 50 00%
REPAIR EXIST SUBDRAN SERVICES $1,05000 ono $o OF 100 $35800
51 0260035 (CONTINGENCY) EA 3 $ 350.00 $c,,.1650001 3333%
CLASS $72,71600 000 So OF Ono So OF 0170%
52 02700 01 C 7 CH(VANDERBILT STREET) Sy 2410 $ 2961 $ 7
PCC PAVEMENT $24,30000 000 So OF Ono So OF 0170%
53 02700 01 C 7 NCH
(VANDERBILTLEADSy 720 $ 5$ 2
PCC DR VERPAY 5 CH THICK OVER 4 IN54 02700 20 THCKS JBBYSE Sy $ 0 $ 6 028 75 00$,,1898825 $24 115 00 o OF $o OF OFF So 00
PCC DR VEWAY 6 55 02700 20 THCKS SE(CONTNGE(CONTINGENCY) Nsy 71 $ 33 5$ 717 9 2154981 $2,36375 o Go $o OF OFF So 00
PCC PAVEMENT REPAIR REMoVE
EPA R,REMoVE 7-NCH
PCCNCANDREPE GRANULAR PCC 01R6 266 $ .6800 $8,300170 2750 $1,21000 16950 $],451300 3475%
56 02700 30 SV 4400 601
$ 0 $ 34 X001 $6EO 00 So OF So OF
57 02700 70 APCC DEWALWALK SV 17 480 4000 Ono 0➢0 Ono%
A DEWALu,REINSTALL EXISTING BRICK $1,40000 Ono $o OF Ono So OF
59 0270071 PAVERS SY 4 $ 350.00 $ 140000 Ono%
$ 0 $ $300170 So OF So OF
59 02700 72 PCC SIDEWALK STEPS SV 25 320.0 0000 Ono 0➢0 Ono%
60 02700 75 PCC SIDEWALK RAMP sy 70 61 02750 10 FMA CONCRETE WIDENING sy IT
$ 5$ $5,233 50 So OF So OF
$ 0 $ $5334170 $0170 $0170
FMACONCRETEDRIVEVVXY H TH c $ 6$ 90$c,,238581 $6,77332 So OF So OF
T/.3 3336 0170 0➢0 0170%
62 0275020 oVER4NCHTH CusuaBASE SY 5 1102000 $11 020 00 Ono $o OF Ono So OF Ono%
63 02710 50 HMA CONCRETEOVERlAV,2 NCH SV :itlu $ 29.00 $
64 02EHO 40 AGGREGATE
SURFACING FOR GENCY)DRIVEWAYS
sy lo $ x,,282508 $202600 So OF $1,57176 55 62%
65 02900 01 IMPORTED TOPSOIL(CONT(CONTINGENCY) cy 200 $ 3600 $ 720000 $],200170 oGo $0170 OFF $0170
POST(PERMANENT) EA 1 $ 71000 $ $750 00 o OF So OF OFF So OF
INTEDIN
67 02910 05 EXISTING TREES EA 2 THE RoI0 REPLACE $ 0 $ $6OFF 00 So OF So OF$1,000170 $0170 80170
MULCH ) ,
613 02900 12 BINDER T YpElASEEDAC 23 $ 0 $ 67$c,,429333,
AIETENAT
vs(PCC) $ 21 $2172 50 So OF $63805
Al2 0140010 REMOVAL OF EXISTING DREWAL SV 345 55➢ Ono 125.10 3167%
412 0140011 REMOVAL OF EXISTINGS SIDEWALK SV6 $ 450 ,2;00, $2700 Ono So OF Ono So OF Ono%
A13 0140060 REMOVAL OF HYDRANT to 1 $ 1,9800 RD, 1- 001 $1,100170 100 $1,Too OF 100 $1,10000 Too 00%
$ 9-1.2( $127500 $35000 $35800
A15 0140061 REMOAL BAY VALVES EA 3 425.00 200 200 66.67%
Al 5 02100 60 SPECALBACIRILL TON 300 $ 1600 „4 $$2500 0170 So OF OFF $95520 1990%
All 02200 30 DRAINABLE BACKFILL cy 21 $ 0 $ $2500 So OF So A17 02400 01 15 CIA RCP STORM SEDSER LF 40 OF
$ 0 $ $1,33022 So OF So OF
All 02400 51 RN RE $ 0 $ $3700170 $0170 $0170
TAIW(cluae�NO GRATE $2,20000 $000 So OF
A19 02400 52 INLET SINGLQ EA 1 $A110 025 PC0 $
E CIA IC WATER AN(C900) $ --95*50 $11700 $$5oo $2 So 42 OF0
Too 00%
$ $.i.L7 iP'4.,i $117000 3675 $450
41 11 02500 01 6 D A PVC WATER MAN C900 LF 4u 29.25 Ono 0➢0 Ono%
0250020 FURNSHAND PATALLH"DA GATEVPLVE $2450170 -3170 ($3,6]500) 200 $2450➢0 100170%
A112 Avo BOX EA 2 $ 1,225.00 $c,,249bm1
VUH
.........
H b'tHVlc AND
REMOVAL INCLV VIN6
MDCBOX EA
ANDEPLACEMENT OF OVAL,D SPOSAL $1527500 500 $5,37500 1300 $15,27500 Too 00%
A113 02500 40
REPLACEMENT OF EXIST CURB sr 13 $ 1 17500
g,19 ar9ml
Page 314
CAST
CL NCLUD NG TRACER VNRE ANO
.AS I LANMEN $16,75000 600 $1005000 1000 $16,75000 10000/
AT 14 02500 40 ODEXIST CURESTORANDBOX EA lo $162500 ,$9q`79494
CONNECT EXIST FIRE HYDRAN T AND
AT 15 02500 49 ASSEMBLY TO THE PRPD 8 WATER MAIN EA 1 $150000 „g4 gp4¢p' $1 500 oo $000 $o OF
FURNISH AND INSTALL FIRE HYDRANT A
ASSEMBLY uDNCA SToaz $3,80000 -200 ($2,60000) 100 $3,30000 10000%
AT 16 2500 50 CONNECTION EA 1 8300000 ,,Sd 8➢999
AT 17 02500 60 813303 „$7pI}94 $13303 $303 $l0000 Too 00%
REPD O NAFR EXIST SU o
(CONTINGENCY)
RAN eERv cEeEA 1 $35000 --$08444 $360 oo 5303 $1 40000 400 00%
INCHPCC DRIVEWAY 5 TH cuovER4 INCH
AT 19 02700 20 THICKSUBBASE sy 320 $3200 ,g%(G'dpp OF $10,24000 o OF $000 OFF $000
AT 20 02700 20 THC(CKDl VERARY I
NCHINTHCNKCOVE1S JBBYSE CONT GE Y, 4 N 71 $3521 suo k4 $2,643 75 0 C 0 $000 OFF $000
1TTVAvemeN 11—H LMove 2i NTH
PCC=IMEPwCETINCH PCC 01,6 $6,76000 000 $000 5120 $1,34320 3200%
AT 21 02700 30 INCH GRANULAR SUBBASE sy 16o 83600 $3456001 ,,g'2,5➢d To
AT 22 02700 70 PCC SIDEWALK 4 INCH THICK sy 6 $3500 $24340 1:.80. $41400 o Go $000 OFF $000
HYDROSEEDING WITH LIQUID AT 23 02900 12 BINDER TYPE 1A SEED MIX AC 04MULCH $350o00 „g02pp(➢' $2,200 oo $000 $000
AIETENAT
ANVALFR) $30000 $50000 $000 $000
A2REMOVAL
1 0140060 HYDRANT HASH WORK NG VnLVE EA 30
REMOVAL OF FIRE HYDRANT DOES NOT 550000 000 $000 000 $000 000%
$30000LUCK SIT AND F RE HYDRANT
&➢AA9ri
ASSEMBLY IN=F
A $5,30000 000 $000 000 $000 000%
A2 3 02500 50 ON(NO FIT VAIR2 $320000 .. MR)4Q
ASSEMBLY IN
ALVE)LUCK SIT AND
NSTALLFR HYDRANT
ND
A STN, $1140000 000 $000 000 $000 000%
A24 02500 51 coNNECT oN,(NCLuO FH EA 3 $300000 .,,.$11o4o
A25 02500 60 DISINFECTION AND HYDROSTALIC TESTING 1 $13303 ,,$7gI}g0. $13303 o OF $303 OFF $003
A2 6 02900 12 ENDED TYPE 1A SEEDuLCH $550000 ,.,p0➢A(0. $55000 oC $000 OFF $000
ALTERNATE
PED)➢DA PERFORATEDANO $1303 $4320 33 „gq 39499 $4,32000 $303 $003
A31 3243313 wRAP LF 243
HYDROSEEDING WITH LIQUID A32 1 02900 12 iBINDER TYPE 1A SEED MIX AC 02 MULCH $550000 $110000 ,.,A1.LToOF $1,10000 o OF $000 OFF $000
MONTHLY
TOTAL. $130,083.38 $325,831.31
MATERIALS STORED ON SITE
ITS QUANTITY PRICE
VAT ER WAI., a1n(40%ofP_..Ozly Paltl Nlow lnz[alletl) g101PIT 269 .%6 $60,0]6186
TOTAL MATERIALS STORED ON SITE $60,761.F6—
CHANGE ORDERS
Ttl
zcnp[Ion .. Q.—tyquantity omplete
$0.00 $o.00 $0.00
REVISED CONTRACT TOTAL AFTER ALL C.O.(IFANYJ $0.00 $325831a1 ORIGINAL CON R-T Wa-RL COMPLETED
$80,]61.86 MATERIALS STORED ON SITE
$0.ao TOTAL CHANGE ORDER WORH COMPLETED
$386,690.16 TOTAL
$19 134.66
$362 35850 TOTAL LESS RETAINAGE
$243,77S.30 LESS PREVIOUS PAYMENTS
Page 414