HomeMy WebLinkAbout02/04/2020 06D Hathaway Street Water and Sewer Improvements Project Completion and Contract Acceptance - POW Contracting a\'4\lyy bxk ik 1
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BUSINESS OF THE CITY COUNCIL
YAKIMA, WASHINGTON
AGENDA STATEMENT
Item No. 6.D.
For Meeting of: February 4, 2020
ITEM TITLE: Project Completion and Contract Acceptance for POW
Contracting - Project 2463 & 2486 Hathaway Street Water and
Sewer Improvements
SUBMITTED BY: Scott Schafer- Director of Public Works
Mike Shane - Project Manager- 509-576-6480
SUMMARY EXPLANATION:
This City Project 2463 & 2486 is located on Hathaway Street from North 6th Avenue to North 16th
Avenue. The project installed approximately 3,200 LF 12-inch, 8-inch and 6-inch ductile iron
water mains, valves, fire hydrants and new water services; 80 LF 30-inch culvert pipe to replace
an existing canal crossing; approximately 2,080 LF 8-inch sewer main, 1,040 LF 4-inch sewer
pipe, manholes, and reconnection of existing services to new the sewer; and lastly, reconstruction
of the roadway.
Final inspection for this project was made and the recommendation is that the project be
accepted. This Council action is to accept the project.
Project Manager: Mike Shane
Contractor: POW Contracting, Inc.
Contract Award: 12/7/18
Contract Cost: $1,163,033.35
Total Due: $0.00
The above total contract cost is for construction only and does not include engineering and other
costs.
ITEM BUDGETED: Yes
STRATEGIC PRIORITY: Neighborhood and Community Building
APPROVED FOR SUBMITTAL BY THE CITY MANAGER
RECOMMENDATION:
2
Accept Project
ATTACHMENTS:
Description Upload Date Type
D Final 1/22'2020 a‘er Memo
D Map 1122/2020 Cthcr Memo
3
City of Yakima-Water&Irrigation Division HATHAWAY STREET WATER AND SEWER IMPROVEMENTS
2301 Fruitvale Boulevard City Water Project No,: AC-2463
Yakima,WA 98902 City Sewer Project No.: SC-2486
HLA Project No.: 18041 AND 18091
TO: P.O.VV,Contracting Progress Estimate No,: 8 AND FINAL
P.O.Box 4772
Pasco,WA 99302 Date: January 3,2020
Kim - Contract 7 Unit 4 Ornate:8 .77Quantity . , 'Contract
No. , Description ' Unit ,_ quantity: 'Price Quantity. L.. to Date :. Atnottit. .:Quantity
SCHEDULE A-WATER MAIN IMPROVEMENTS .
1 i.Minor Change FA EST, $15,000.00 0.00 6,675.97 : $6,675,97 45°/0
2 Mobilization LS 1 $29,000.00 0% 100`)/0 $29,000.00 100%
3 Project Temporary Traffic Control LS 1 $6,000.00, 0% 100% $6,000.00 100%
4 Removal of Structures and Obstructions LS 1 $55,000.00 0`)/0 100`)/0 $55,000,00 100°/0
Corrugated Polyethylene Culv,Pipe 30 In,
5 LF 80 $65.00 0 80 $5,200.00 100%
Diam.
' , .......
6 Headwall for Culvert Pipe EA 2 $8,500.00 0 2 $17,000.00 100%
........
7 Shoring or Extra Excavation LF 3,145 $4,00 0 3,132 $12,528.00 100%
........ .
...... .
8 Select Backfill,as Directed CY 300 $22.00 0 428 $9,416.00, 143%
... .
9 D.I. Pipe for Water Main 16 In, Diam, LF 75 $85,00 0 61 $5,185.00 81°/0
10 ,D.1. Pipe for Water Main 12 In Diam, LF 2,700 $55,00 0 2,703 ' $148,665.00 100%
11 'DJ. Pipe for Water Main 8 In. Diam, LF 320 $55.00 0 316 $17,380.00 99%
' 12 D.1, Pipe for Water Main 6 In.Diam. LF 50 $55.00 0 52 $2,860.00; 104%
13 Butterfly Valve 16 In, EA 2 $2,800,00 0 2 :
: $5,600.00 100%
" -
14 Butterfly Valve 12 In, EA 9 $2,000.00 0 9 $18,000.00 100%
15 Gate Valve 8 In, EA 5 $1,300.00 0 5 $6,500,00 100%
16 Abandon Water Valve EA 7 $800,00 0 7 $5,600.00 100%
17 Hydrant Assembly EA 3 $3,50000 0 3 $10,500.00 100%
18 Hydrant Guard Post EA 4 $175.00 0 2 $350.00 50%
,.......
19 Service Connection 171/2 In. Diam, EA ' 2 $650.00 0 2 $1,300,00 100%
...
20 Service Connection 1 In Diam. EA ' 4 $500.00 0 4 $2,000,00 100`)/0
21 Service Connection 3/4 In,Diam. EA 37 $450.00 0 40 , $18,000.00. 108(3/0
......
22 Landscape Restoration FA EST, $1,500„00, 0.00 1,403.84 $1,403,84 94%
.......... .
SUBTOTAL $384,163,81
.. .
... , ..
SCHEDULE 6-SEWER IMPROVEMENTS
. . .. .
......
23 Minor Change FA EST. $15,000.00 0.00 13,993.26 i $13,993.26 93%
.......... .
24 Mobilization LS 1 $25,000.00, 0% 100% $25,000,00 100%
25 Project Temporary Traffic Control LS 1 $8,000,00 0% 100% $8,000,00 100°/0
.......
26 Removal of Structures and Obstructions LS 1 $45,000.00 0% 100% $45,000,00 100%
27 Manhole 48 In,Diam.Type 1 EA 6 $3,500.00 0 ' 7 $24,500.00 117%
-
28 Abandon Existing Manhole EA 4 $1,500.00 0 4 $6,000.00 100/0
29 Shoring or Extra Excavation LF 3,040 $6.00 0 3,084 $18,504.00 101°./o
.......
30 Select Backfill, as Directed CY 450 $22.00 0,00 429.13 , $9,440.86 95%
31 PVC Sanitary Sewer Pipe 4 In,Diam. LF 960 $45.00 0 1,039 $46,755,00 i 108%
32 PVC Sanitary Sewer Pipe 8 In. Diam, LF 1,230 $45.00 0 . 1,316 $59,220.00' 107%
33 C900 PVC Sanitary Sewer Pipe 8 In. Diam. LF 850 $75.00 0 ' 837 $62,775.00 98%
34 Abandon Existing Sewer Pipe LF 650 $5.00 0 , 515 • $2,575.00, 79%
G AIRO„ECTS2201011800 IC,I 80III C TA HATI IN/MY ST WATER 8.SEWER-POW CONTRACTINCIPROGRLSS ESTIMATESIFISIAL 51500 EST NO 012020 01 PROG EST 1108 I INAL xls 1
4
Item._� c Contract 'Unit Estimate'8. : Qpan ,... o I .;
NO. Description Unit ;Quantity,. Price . ...'t Quantity' to D Amount _ Quantity:Ctiiiiitity
35 Remove Existing Sewer Pipe LF 190 $25,00 0 199 $4,975.00 105%
36 Reconnect Side Sewer Service FA EST. $100,000.00 0.00 , 149,503.89 $149,503.89 150%
37 .Landscape Restoration FA EST. $1,500.00 0.00 0,00 $0.00 0%
SUBTOTAL $476,242.01 r
SCHEDULE C-ROADWAY IMPROVEMENTS
38 Minor Change FA EST, $10,000.00 0,00 3,556.81 $3,556.81 36%
39 Mobilization LS 1 $20,000,00 . 0% 100% $20,000.00" 100%
40 Project Temporary Traffic Control LS 1 $6,500.00 0% 100% $6,500.00 100%
41 Unclassified Excavation Incl. Haul CY 1,380 $30,00 0 1,380 $41,400.00 100%
42 ;Crushed Surfacing Base Course TON 2,650 $22,00 0,00 2,818.04 ' $61,996.88 106%
43 Crushed Surfacing Top Course TON 170 $22,00 • 0.00 219.08 $4,819.76 129%
44 HMA Cl. 1/2-Inch PG 64-28 TON 930 $90.00 0.00 1,001.62 $90,145.80 108%
45 Adjust Manhole EA 7 $350.00 0 1,, 7 , $2,450.00 100%
46 Cement Conc.Traffic Curb and Gutter LF 25 $65.00 0 5 $325,00 20%
47 Cement Conc,Sidewalk 4-Inch Thick SY 4 10 $80,00 0 11 $880.00 110%
48 Cement Conc.Sidewalk 6-Inch Thick SY 15 $80.00 0 0 $0.00 0%
SUBTOTAL $232,074.25'
[ SUBTOTAL,WORK TO DATE $1,092,480.07
PLUS MATERIALS ON HAND-SCHED A $0.00 •
SUBTOTAL AMOUNTS $1,092,480.07
8.2%STATE SALES TAX-SCHEDULES A AND B ONLY $70,553.28
TOTAL $1,163,033,35
LESS AMOUNTS PREVIOUSLY PAID $1,147,733,35.
*LESS WITHHOLDING FOR LIQUIDATED DAMAGES(6 Days at$1,800.00 per Working Day) $10,800.00
LESS WITHHOLDING FOR ADDITIONAL ENGINEERING EXPENSE(07/03/19-09/10/19) $4,500,00
AMOUNT NOW DUE $0.00
E IPROJECI Si2018?18Cz1C.18091E YA HATHAWA/E WATER 8 SEWER-ROVE CONTAACTINGtPROGREES E.STI1ATES1F:NAL PROD EST NO 812020-01 PROG E'ST NO 8 FINAL xis 2
5
!Urn - -Contract Unit 1 Quart 4* Contract
No, Desoriptiort Unit Quantity Price Quart t to ,to Amount Quart
Progress Estimate No. 1 $ 168,987.24
Progress Estimate No.2 $ 288,976.94
Progress Estimate No.3 $ 91,766.47
Progress Estimate No.4 $ 189,563,63
Progress Estimate No.5 $ 244,638.66
Progress Estimate No.6 $ 139,149.65
Progress Estimate No.7 $ 24,650.76
Progress Estimate No.8 AND FINAL $ 0.00
I hereby certify that the foregoing is a true and correct statement of the work performed under this Contract.
Stephen S. Hazzard,P
ACCEPTED:
I hereby accept the Final Progress Estimate and Final Contract Voucher Certification,in accordance with Section 1-09.9 of the
WSDOT Standard Specifications.
I
P.O.W.Contracting Date:
G lPROJECTS120181180,11C,18091C TA HATHAWAY ST WATER&SEWER-POW COCA RAT fING\PROGRESS ESTIMATES1FINAI PROG EST NO 812020 01 PROG EST NO 8 FINAL xis
City of Yakima-Water& Irrigation Division HATHAWAY STREET WATER AND SEWER IMPROVEMENTS
2301 Fruitvale Boulevard City Water Project No.: AC-2463
Yakima,WA 98902 City Sewer Project No.: SC-2486
HLA Project No.: 18041 AND 18091
TO: P.O.W. Contracting Progress Estimate No.: 8 AND FINAL
P.O. Box 4772
Pasco,WA 99302 Date: January 3,2020
MINOR CHANGE
:g!, 1
'' TOTAL
t - qC:' ! I W.I3' TIME
PATE ' ' AS j- : AMOUNT : - AMOUNT AMOUNT NAME EXTENSION
SOHENI44i:' WAI,Ok: !4::IMPYg-M-IMPROVEMENTS
'
SEE FORCE ACCOUNT SUMMARY
9/12/2019 FOR DETAIL 1 $6,675.97 $6,675.97
.. ,
Subtotal $6,675.97
kkihtiati4SiSil(*Y.0401.01;$::
SEE FORCE ACCOUNT SUMMARY
9/12/2019 FOR DETAIL 23 $13,993.26 $13,993.26
Subtotal $13,993.26
ttNEOIIM0 4ROAPWAY IMPROVEMENTS!.NE!:':!. ! ' ' !
SEE FORCE ACCOUNT SUMMARY
9/12/2019 FOR DETAIL 38 $3,556.81 $3,55.6.81
._
- , -
Subtotal $3,556.81 --;-""-
cc: Aaron Jones, P.O,W.Contracting
Stephen Hazzard, PE, HLA
Benji Martin, HLA
a)
HLA ENGINEERING AND LAND SURVEYING, INC. DATE: January 3,2020
Progress Estimate No.: 8 AND FINAL
CITY OF YAKIMA
PROJECT NAME: HATHAWAY STREET WATER AND SEWER IMPROVEMENTS
CITY WATER PROJECT NO.: AC-2463
CITY SEWER PROJECT NO.: SC-2486
HLA PROJECT NO.: 18041C AND 18091C
PRIME CONTRACTOR: P.O.W CONTRACTING
DESCRIPTION: SUMMARY OF COSTS
FORCE ACCOUNT SUMMARY
DATE LOCATION COST COST TO ' COMMENTS
. DATE .
SCHEDULE A-WATER MAIN IMPROVEMENTS
BID ITEM 1 -MINOR CHANGE
2/14/19 8TH AVE-15TH AVE $834.73 $834.73 P.O.W. -SNOW REMOVAL.
..........::.
2121115 =:,IRRIGATION CANAL $1288:70 $2,123.43 P.O.W. -MATERIAL INVOICE ONLY FOR 30"11.25 DEG BEND FITTING.
2/15/19 8TH AVE-15TH AVE $1,085.15 $3,208.58 P.O.W. -REMOVING SNOW FROM ROADWAY TO POTHOLE.
,
5114119 STA 19+08 ==$81°4.18 $4,022.76 P.O.W. -REMOVE EXISTING THRUST BLOCK IN ORDER TO KEEP PROGRESSING
5/16/19 609 HATHAWAY $340.19 $4,362.95 P.O.W. -MAIN LINE CREW HIT A WATER SERVICE 7 FT OFF OF LOCATE. P.O.W.
HELPED EXPOSE LINE SO CITY PERSONEL COULD REPAIR IT.
6/8:18 INTERSECTION 6TH&HATHAWAY $1 421.48 5 784,40
P.O.W. -16"TIE IN TO AN EGG SHAPED PIPE. GRINDING AND EXTRA EFFORT
° : $ $ TO GET FOLLOWER PLACED.
6/14/19 STA 16+20 $517.01 $6,301.41 P.O.W. -CDF USED TO POUR UNDER SIDEWALK PANEL AT PARK BATHROOM.
SIDEWALK WAS UNDER MINED DUE TO WATER METER TIE IN.
.W -P.O EXPOSE AND DIG AROUND 6"GAS LINE AND PHONE LINE. WATER
611811..J.. .1 INTERSECTION 6TH&HATHAWAY .:::::::::: $87451a $6,675.97 LINE CHANGED LOCATIONS FROM ORIGINAL PLAN 12"GOING NORTH).
BID ITEM 22-LANDSCAPE RESTORATION
7/10/19 1,403.84 $1,403.84 RUSSELL -WATER SERVICE LANDSCAPING
SCHEDULE B-SEWER IMPROVEMENTS
BID ITEM 23-MINOR CHANGE
2/14/19 8TH AVE-15TH AVE $834.73 $834.73 P.O.W. -SNOW REMOVAL.
2/15/19 8TH AVE- 15TH AVE $1,085.15 $1,919.88 P.O.W. -REMOVING SNOW FROM ROADWAY TO POTHOLE,
G:\PROJECTS\2 01 811 8 04 1 C,18091C YA HATHAWAY ST WATER&SEWER-POW CONTRACTING\FORCE ACCT INFO\FORCE ACCT SUMMARY INF012020-01-03 FORCE ACCT SUM PE 8 FINAL xis 1
BATE LOCATION COST I COST TO COMMENTS
DATE
2/19/19 FROM MH STA 16+77 $1,177A8 $3,096.96 P.O.W. -PER CITY REQUEST, REMOVE AND REPLACE EXISTING PIPE OUT OF
ALIGNMENT,WITH BELLY IN IT.
2/25/19 STA 18+70 $2,815.12 $5,912.08 PORTER YETT-HIT AN UNMARKED STORM DRAINAGE MANHOLE COVERED BY
ASPHALT, RESULTING IN EQUIPMENT DAMAGE AND DELAY,
P.O.W. -PORTER YETT HIT A PAVED OVER STORM DRAINAGE MANHOLE LID,
2/25/19 STA 18+70 $362.76 $6,274.84 P.O.W. USED THEIR EQUIPMENT TO EXPOSE THE MANHOLE AND REMOVE
BROKEN LID SO CITY COULD PLATE OVER IT.
P.O.W. -WHEN DIGGING SEWER MAINLINE, HIT AN UNMARKED GAS LINE,ALSO
2/28/19 STA 9+65,STA 9+45 $595.58 $6,870.42 AN UNMARKED WATER SERVICE. CNG DETERMINED GAS SERVICE WAS
ABANDONED.
P.O.W. -MATERIAL COST DIFFERENCE ONLY REGARDING PLACEMENT OF C900
3/6/19 STA 9+25 $181.96 $7,052.38 SEWER SERVICE INSTEAD OF 3034, DUE TO REQUIRED VERTICAL SEPARATION
FROM THE WATER MAIN.
P.O.W. -MATERIAL COST DIFFERENCE ONLY REGARDING PLACEMENT OF C900
3/11/19 STA 11+54 AND 11+56 $363.92 $7,416.30 SEWER SERVICE INSTEAD OF 3034, DUE TO REQUIRED VERTICAL SEPARATION
FROM THE WATER MAIN.
P.O.W. -MATERIAL COST DIFFERENCE ONLY REGARDING PLACEMENT OF C900
3/25/19 STA 6+23 $181.96 $7,598.26 SEWER SERVICE INSTEAD OF 3034, DUE TO REQUIRED VERTICAL SEPARATION
FROM THE WATER MAIN.
P.O.W. -MATERIAL COST DIFFERENCE ONLY REGARDING PLACEMENT OF C900
3/26/19 STA 5+09, 5+62,AND 7+50 $545.88 $8,144.14 SEWER SERVICE INSTEAD OF 3034, DUE TO REQUIRED VERTICAL SEPARATION
FROM THE WATER MAIN.
3/28/19 STA 26+85 RT $487.60 $8,631.74 P.O.W. -REPAIR UNLOCATED 4"SEWER LINE CREW HIT DURING PIPE
TRENCHING OPERATION.
4/1/19 STA 16+21 $1,093.85 $9,725.59 P.O.W. -HOOK UP PARK BATHROOM SEWER SERVICE,
4/2/19 STA 16+21 $2,982.97 $12,708.56 P.O.W. -HOOK UP PARK BATHROOM SEWER SERVICE,
4/18/19 8TH AVE SEWER RUN $800.87 $13,509.43 P.O.W. -EXPLORATORY DIGGING FOR IRRIGATION LINE THAT WAS LOCATED
AND NEVER FOUND.
P.O.W -RUNNING LINE FROM NORTH MH ON 8TH AVE TO PARK BATHROOM.
4/22/19 NORTH MH ON 8TH AVE, $296.82 $13,806.25 THEY WERE NOT ABLE TO OBTAIN CORRECT SEPERATION FROM WATER LINE.
CITY DIRECTED USED OF C900.
.7/912019I II Ail STA 16+75 167:01 $13,993.26 P.O.W. -LOWER MH PER CITY REQUEST,
BID ITEM 36-RECONNECT SIDE SEWER SERVICE
4/25/19 721 -613 HATHAWAY $818.32 $818 32 P.O.W. -WALK EACH BACK YARD FOR PLAN REGARDING SERVICE 00
CONNECTIONS.
Gi,PROJECTSl2018\18041C,18091C YA HATHAWAY Sr WATER&SEWER-POW CONTRACTING\FORCE ACCT INFO\FORCE ACCT SUMMARY INFO\2020-01-03 FORCE ACCT SUM PE 8 FINAL As
' DATE ' LOWION COST ' COST TO ' - COMMENTS
DATE !
4/29/1e /21HAT*mwAY $23.688.63 $24 P(lN( FnCKUP RENTAL EQUIPMENT AND oeuvEREDTO PROJECT SITE,
'�0�8o STARTED BACK YARD WORK.
P.O.W. TIE|NT0 EXISTING SEVYEnSERVICE FROM HOUSE TOweYvMmwOm
�3019 7c1 HATHAVYAY �3.200�85 ��7'r73�8O
n8THAYVAY�
- .
5/1/18 717 HATHAVVAY $3.71704 $31
/�ClN< -TIE|mTO EXISTING SEVvEnSERVICE FROM HOUSE T0weVY MAIN ON
'49O�84 HATHAVVAY�
-
5o/19 717 H*JHAvvAY $3 po,N( TIE|mT0 EXISTING SEVVsRSERVICE FROM HOUSE TONevvM�N0N
'888�8S �35'37S�r3 nATHAWAY.
�
R�lN( TIE|NnOB0ST|mGGevveR SERVICE FROM HOUSE TONevVM�NON
u0/18 717,613,617 HATHAYVAY $3.lS9 1� �38.5r88S
nATHAvvAY.
5/7/19 713 HATHAYVAY $3 f\[\NK TIE|NTO EXISTING GsvvERSERVICE FROM HOUSE TOwevv MAIN ON
'221 83� �41'8OO�o2 HATHAVVAY�
�44 181 8S n�/1S 713 HATnxYYAY $3
e(�YK 'TIE|NT0B0ST|NGGEVVERSERNCE FROM HOUSE T0mevv MAIN 0N
' � 'S82�21 nATHAYVAY�
- ' - ~
p��N( T|E|NT0B0ST|NGSEVvE�SERNCEFRO� HOU8E��Ne� �/wm0v
5�/19 013,709 HATHAVVAY $2r4O 19 �47.r2840
' nArHAvvAY�
- - --' .
RC\NK POTHOL|wGxmoC�eCmmGe�Cxo�noGr0ewSURe���uNeS
5/13/18 709 /O� rO1 021 017 HATHAYVAY 033U398 $o1 03238
' ' ' ' ' � ' � WERE TIED OVER.
5/14 TIE|NTOemST|wG SEWER SERVICE FROM HOUSE n]wevv MAIN 0N
n9 TO1 HATHAVYAY �337751 �o4�O9 '
' � � P.O.W.8o HATHAYYAY.
5/15M9 701HATHAvvAr $2 P.O.W. TIE|mT0B0ST|wG SEWER SERVICE FROM HOUSE TOmevV MAIN ON
'
'018�82 �5,'O2Dr1 nATHxvvAv�
'
P.O.W. T|E|NT0BN��NG8EVVERSERVCEFRO� HOUSETONEVV�ANON
5/16/19 7U1HATHAYVAY $123930 �58�80O1
' � � *xTHAVYAY�
- ` '
5/18/18 701HATHAwo\v $28927 $58.559.28 /�O.KK HAULING OFF SPOILS.
R�� -�E|���������B�CEF�� ��0NBw ��NON
�2m18 701 HATHAVVAY $3�38O0 $020S734
' � ' � HATHAWAY�
--- ' --- - '
��� �E|N0E���������CEF�� H�SE0NB���w0m
5�1�8 01 w��WA' $4��S8 $�&��
' � ' � HATHAWAY.
P�� TIE|N0���0����CE FROMH��e0NB� MAIN ON
5�2�9 701 AND O13HATHAYVAY $3�51 32 $70O83O4� ' � HATHAVVAY�
- - - ^
p\(\VK 'llE|NTDBN�DNGSEVVE�SE�VCEFRD� HOU5ETONEYY�ANON
5��18 �1 AND813 H�H�AY �9�23 ��O��
' ' � HATHAVVAY�
-
5/28/18 708HATHAVYAY $3 RcIKK -TIE|NTO EXISTING 3EVVERSERVICE FROM HOUSE TONEvV MAIN ON
'02V�O8 �7O'O75�83 HATMAVYAY�
' -
/��zvu -ns|mTOE0S�NGDsvvERSenvCe FROM HOUSE n]mevvwmmON m
5�0 19 709 HATHAVVAY %3 13295 �792O8 '
' � ' �88 nATHxYvAY.
o:�PowECmu 8'118041C,18091C YA HATHAWAY o WATER&SEwER-POW cONm^owo1FOxaACCTmm�FOn cACCTovwMAn INm\20m-0`-0s FORCE ACCT SUM PE,rmALAs ,
DATE . LOCATION COST | COSTTO COMMENTS
DATE �
5/31/19 rooHATHAVYAv $2.923.51 *u2132�3SP��N/ TIE|NTOB� U� mGGeVVER SERVICE FROM HOUSE T0NEW MAIN ON
' HxTHAVvAY�
-
6/3/19 705HATHAWAY $2.070.05 $84,202.44 P.QW TIE|w0 EXISTING SEWER SERVICE FROM HOUSE 0NEW MAIN ON
narHAYVAY�
' -
6/4/18 705HATHAvYAY $2.227.76 $e6,43020PO.N/ TIE|NTD EXISTING SEWER SERVICE FROM HOUSE TO NEW MAIN Om
HATHAVVAY.
' '
0/5/19 705HATHAWAY $2.478.27 $88.900.47pO.m/ TIE|NTO EXISTING SEWER SERVICE FROM HOUSE T0 NEW MAIN nm
HATHAVYAY.
' ---'
6/6/19 705.708H^THAVYAY $2.199.86 $91'105.83pC\«« TIE|NTO EXISTING SEWER SERVICE FROM HOUSE To NEW MAIN ON
xxrHAWAY.
BVRKE REP|Pe LAUNDRY&oOvvmST*RIG BATHROOM FROM LISTED SUMP
PUMP. INSTALL 6/5/19 61vHATHAVYAY $548387 $805887O' � '
' � ' � mewOVAL/HAULOpp RsP|P|NG MAIN SEWER DRAIN,CAPPING EXISTING
SEWER LINE&INSTALL Op ABS PIPE Dmovvv.
BURKE REMPE LAUNDRY FROM MAIN SEWER STACK PROVIDING CODE
UPGRADES ON EXISTING 8EvvERSTaCm me�OveLOVVHE�� INSTALL LONG
O�/19 721HATH46�AY �1843O1 �8853331 � '
' � ' TURN FITTING WITH NEW CLEAN OUT,AUTO WASH BOX FOR LAUNDRY DRAIN,
CAP EXISTING LINE FROM QSTERm.AND|NSTALLAaGp|PE
' -
8URKE REp|Pe LAUNDRY&DOWNSTAIRS BATHROOM FROM LISTED SUMP
PUMP. INSTALL CONCRETE
6/4/19 717HATHAVYAY $4434O2 $1O290r83 � '
' � ' � REMOVAUHAUL0FF. mep|p|wG MAIN SEWER DRAIN,CAPPING EXISTING
SEWER LINE&INSTALL OF ABS PIPE 0NmvYV�
-
/�O.YK EXPOSING MAIN TO TIE|N AND RUN LINE TD RIGHT OFWAY. uws
0/12/19 617HA]HAYYAY $1.598.01 *104.5O5.S4 INSTALLED PER PLAN|S NOT FLAT ENOUGH TO CATCH THE HOUSE ATCITY
u���
' --
euRmE REMPE LAUNDRY&DOWNSTAIRS BATHROOM FROM LISTED SUMP
pU�PTO�A|N�EYVEE�8TA�K INSTALL |wGT�LL�UTOVVASHF0�
DO/1280025/18 021HATHAVYAY $1OO5879� �11542473 ' '
' � ' � LAUNDRY DRAIN,PROVIDE CONCRETE mEmOVALHAU|OFF, Rep|pEMAIN
SEWER DRAIN,CAP EXISTING SEWER LINES,AND INSTALL ABS PIPE ONQvYV,
0/17/19 NORTH 8THAVENUE $2 /�ClN( -TIE|NnO EXISTING 8EVVERSERVICE FROM HOUSE T0NEvY MAIN 0N
O388U $1174�381
' � ' � HATHAVVAY�
'
0/18/18 NORTH 8TH AVENUE $2 N! -T|E|NK]B�GT|NGGEVVERGemVICEFHOMHOU5ETONEYYMA'NON
89O24 �12U3�8
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GftPRQJECTS�2018�18041C,18091C YA HATHAWAY Sl WATER&SEWER-POW CONTRACT ING�FQRCEACCT INFO�FORCE ACCT SUMMARY INFO�2020-01-03 FORCE ACCT SUM PE 8 FINAL As 4
DATE LOCATION COST COST TO COMMENTS-
. DATE
6/24/19 621 HATHAWAY $1,850.59 $128,611.76 P.O.W. -TIE IN TO EXISTING SEWER SERVICE FROM HOUSE TO NEW MAIN ON
HATHAWAY.
6/26/19 621 HATHAWAY $809.32 $129,421.08 P.O.W. -TIE IN TO EXISTING SEWER SERVICE FROM HOUSE TO NEW MAIN ON
HATHAWAY.
713119 OIC FOOD BANK $181.58 $129,552,64 P.O.W. -PREP TRENCH PATCH FOR SEWER SERVICE.
7/8/19 STA 16+75 $163.08 $129,715.72 P.O.W. -MH WAS TOO HIGH. CITY REQUESTED TO RECUT HOLE AND MIKE IT
ONE FOOT WIDER.
7/9/19 NORTH 8TH AVENUE $2,143.67 $131,859.39 P.O.W -PREP FOR ASPHALT AT HOUSE.
7}10}1 .. _ STA 16+75 $175,99 $132,035.38 PO -CITY REQUESTED P.O.W. EXPOSE MH AND CHIP AWAY TOP OF CONE
::::::::::::
TO LOWER LID.
7/10/19 $15,633.35 $147,668.73 RUSSELL -SEWER SERVICE LANDSCAPING
P.O.W.-PREPARED LAWN FOR SOD AT 617 AND 717 HATHAWAY,THEN PLACED
9/3/19 617,621,717 HATHAWAY $1,835.16 $149,503.89 SOD. PLACED TOP SOIL IN SINK HOLE AT 621 AND SPREAD GRASS SEED OVER
AREA. 621 AND 617 INSTALLED FENCE AND GATES ON SIDE OF HOUSES.
BID ITEM 37-LANDSCAPE RESTORATATION
0.00 $0.00
SCHEDULE C-ROADWAY IMPROVEMENTS
BID ITEM 38-MINOR CHANGE
7}112I119 WEST END OF PARK PARKING LOT $327.48 $327.48 P.O.W. -HAULED SPOIL LOADS TO WEST END OF PARK TO TIE IN TO NEW
ASPHALT.
715}19" ALL UTILITY CANS FROM 6TH TO 16TH $1 685.57 $2,013.05 P.O.W. -POUR 4"CONCRETE AND 1,5"ASPHALT AROUND UTILITIES.
7/8/19 OIC FOOD BANK $1,543.76 $3,556.81 P.O.W. -PREP TRANSITION FOR PAVE AT OIC. NEW ROAD WAS HIGHER THAN
EXISTING PARKING LOT.
cc: Aaron Jones, P.O.W.Contracting
Stephen Hazzard, PE, HLA
Benji Martin, HLA
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