HomeMy WebLinkAbout5B Final Pay Ardacia / CR 21 Project #11-001 O � PRIp�
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4646 Dakota Street SE
�INNESD� Prior Lake, MN 55372
CITY COUNCIL AGENDA REPORT
MEETING DATE: March 11, 2013
AGENDA #: 56
PREPARED BY: LARRY POPPLER, CITY ENGINEER/INSPECTIONS DIRECTOR
PRESENTER: LARRY POPPLER
AGENDA ITEM: CONSIDER APPROVAL OF A RESOLUTION AUTHORIZING FULL AND
FINAL PAYMENT TO CHARD TILING AND EXCAVATING FOR THE
ARCADIA AND COUNTY ROAD 21 IMPROVEMENT PROJECT, CITY
PROJECT #11-001
DISCUSSION: Introduction
The work associated with the Arcadia and County Road 21 Improvement
project is fully complete. It is now appropriate to provide final payment to
Chard Tiling and Excavating for the project.
Historv
In 2005 Scott County and the City of Prior Lake adopted the CR 21
Corridor Study completed by Scott County. This study identified several
improvements necessary to maintain adequate access to the Prior Lake
downtown as traffic volumes on C.R. 21 are expected to increase from
about 10,300 to more than 27,000. The study identified that at some point
in the future, because of the volume related failure of the existing
Main/County Road 21 Intersection, Main Avenue would become a right-in,
right-out access only. A full signalized access would be provided at
Arcadia Avenue.
The City of Prior Lake prioritized the Arcadia Avenue Intersection
improvements for design in 2010 and construction in 2011 as part of the
2010-2014 Capital Improvement Program. The City also made a funding
request to Scott County for the project. The County identified $750k of
funding for project construction. Based on tax levy bonding concerns, the
City deferred the design and right-of-way acquisition costs to 2011 with
construction scheduled for 2012.
On June 20 2011, the City Council authorized the completion of the final
design. In September, the County opened County Road 21 north of County
Road 42 to Highway 169. On February 6` 2012, the City Council
authorized the advertisement for bids for this project.
On March 19, 2012 the City awarded a contract with Chard Tiling and
Excavating in the amount of $2,160,906.86 for the construction. A change
order in the amount of $84,014.40 was approved on May 21 2012. The
change order was for removal of contaminated soil which was encountered
on the project. With the approved change order, the revised contract
amount is $2,244,921.26.
Current Circumstances
Progress payments have been made during the course of the project based
upon detailed invoices provided by the contractor and verified by the
engineer. The final remaining payment amount is $52,506.72. With this
payment, the total final contract amount paid to Chard Tiling and
Excavating will be $2,204,990.87. This is $39,930.39 less than the revised
contract amount.
Conclusion
Chard Tiling and Excavating delivered a quality project and has addressed
the outstanding work items. It is appropriate to provide full and final
payment at this time. The City will retain a warranty for the project from the
date of substantial completion.
ISSUES: The Arcadia Avenue project was a complex project which incorporated
property acquisition, streetscaping, utility repair, and unique stormwater
management. Also, working within an older portion of the community and
within a downtown environment can sometimes mean that we encounter
unforeseen issues. Among other things, the issues encountered on this
project included; contaminated soil, underground fuel storage tank, unsafe
electrical feed points, buried retaining wall posts, and asbestos waste
materials.
FINANCIAL Funding for the final payment is available in the Construction Fund for this
IMPACT: project. The final project costs are as follows:
Construction Contract* $ 2,246,579.29
Pro ert Ac uisition $469,435.57
Pro'ect Su ort Costs $437,548.53
Total $3,153,563.39
*Total includes separate construction contract of $44,288.42 for the entry
monument sign.
The original 2011 Capital Improvement Program amount was $3,050,000.
The final budget amount at the time of the award but before the change
order was $3,130,506.85. Adding the amount of the change order, the total
approved budget for this project was $3,214,521.25.
The funding for this project is shown below:
Munici al State Aid $1,074,594.28
Tax Lev $1,007,147.78
Water Fund $195,310.19
Sewer Fund $105,641.95
Water Qualit Fund $90,499.84
Scott Count $680,369.35
Pro�ect Cost $3,153,563.39
2
The remainder of the Scott County contribution will be received by the city
when the signal lights are installed. State Aid funding will be utilized for any
additional invoicing for this project including invoicing for as-builts or final
reports. It is not expected that additional invoicing will exceed $5,000.
Final transfer amounts are shown on the attached resolution.
ALTERNATIVES: 1) Approve a resolution authorizing full and final payment to Chard Tiling
and Excavating for the Arcadia and County Road 21 Improvement
Project.
2) Deny this item for a specific reason and provide Staff with direction.
3) Table this item until some date in the future.
RECOMMENDED Alternative No. 1.
MOTION:
3
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4646 Dakota Street SE
� Prior Lake, MN 55372
RESOLUTION 13-x�cx
A RESOLUTION AUTHORIZING FULL AND FINAL PAYMENT TO CHARD TILING AND EXCAVATING
FOR THE ARCADIA AND COUNTY ROAD 21 IMPROVEMENT PROJECT (CITY PROJECT #11-001)
Motion By: Second By:
WHEREAS, Chard Tiling and Excavating of Belle Plaine, Minnesota was awarded the contract for the
Arcatlia and County Road 21 Improvement Project for the reconstruction of Arcadia and
County Road 21,City Project 11-001 in the amount of $2,160,906.86; and
WHEREAS, A change order in the amount of $84,014.40 was approved on May 21St, 2012 which increased
the contract amount to $2,244,921.26, and
WHEREAS, Chard Tiling and Excavating has in all respects completed the contract work for the Arcadia
and County Road 21 Improvement Project, and
WHEREAS, The City Engineer recommends acceptance of the project and Final Payment of the contract.
NOW THEREFORE, BE IT HEREBY RESOLVED BY THE CITY COUNCIL OF PRIOR LAKE,
MINNESOTA as follows:
1. The recitals set forth above are incorporated herein.
2. Full and final payment is hereby authorized to be made to Chard Tiling and Excavating in the amount of
$52,506.72 for the total contract amount of $2,204,990.87 for the Arcadia and County Road 21
Improvements Project, City Project #11-001.
3. Funding for the final payment shall come from the Construction Fund Account #501-48372-501.
4. Any additional project support costs will be paid from the Construction Fund Account #501-48372-505
and funded by Municipal State Aid.
5. The Finance Director is hereby authorized to make the following transfers effective 12/31/2012:
• Transfer $44,417.51 from the Water Fund to the Construction Fund
• Transfer $2,304.20 from the Construction Fund to the Water Quality Fund
• Transfer $12,224.33 from the Construction Fund to the Sewer Fund
PASSED AND ADOPTED THIS 11� DAY OF MARCH 2O13.
YES NO
Hedber Hedber
Keene Keene
McGuire McGuire
Morton Morton
Souku Souku
Frank Boyles, City Manager
..� Owner: City of Prior L.ake DAte: 1/23/2013
4646 Dakota Street
� � Prlor Lake, MN 55372-1787
� For Perlod: 11i2T12012 to 1/23/2013 Request No.: 7& FINAL
-- .- Contractor: Chard Tiling & Excavating
', 26239 State Highway 25
cg Assoclat�s, hrc.. Belle Plaine, MN 56091
Pay Voucher ',
PRIOR - GSAH 21 / Aroadia Avenue '
'Client Contract No.:
Project No.; 01964-00
Client Project No.: C.P. 11-401
Project Summary
1 Original Contract Amount $2,160,906.66
2 Contract Changes - Addition $133,273.06
3 CoMract Changes - Deduction ($1,208.14)
4 Revised Contract Amount $2,292,971.78
5 Value Completed to Date $2,204,990.87
6 Material on Hand $O.OD
7 Amounl Earned $2,204,990.87
8 Less Retainage $0.00
9 Subtoial $2,204,990.87
10 Less Amount Paid Previously $2,152,484.15
11 Liquidated Damages $0.00
12 AMOUNT DUE THIS PAY VOUCHER NO. 7& FINAL $52,506.72
I HEREBY CERTIFY THAT A FINAL EXAMINATION HAS BEEN MADE OF THE ABOVE NQTED CONTRACT, THAT THE CONTRACT HAS
BEEN COMPLETED, THAT THE ENTIRE AMOUN7 OF WORK SNOWN IN THE FiNAL VOUCHER HAS BEEN PERFORMED AND THE
TOTAL VALUE OF THE WORK PERFORMED IN ACCOR�ANCE WITH, AND PURSUANT TO, THE TERMS OF THE CONTRACT IS AS
SHOWN IN THIS FINAL VOUCHER.
Recom ended for Ap roval by: Constructio bserver.
WSB ocia c.
.....,�
Approved by Contractor. �" Approved by Owner. u
Chard Tiling 8� Excavating City of Prior Lake
f� �''"c �i'
�
Specified Conlract Campletion Date: Date;
Comment:
i
Project Material Status I
Item No. Item Descrip6on Units Unil Price Contract QuanGty Quantity to Date Current Quanliry Amount to Dale
Base Btd
7 2021.609 MOBILIZATION LUMP SUM 558,357.00 1 1 0 558,357.00
2 2101.502 CLEARING TREE 580.00 12A t30 0 $10,400.00
3 2t01.507 GRU6BING TREE $30,00 124 113 0 53,390.00
4 2i01.610 TREE TRIMMING HdUR S150.00 B 2 0 $300.00
5 2f02.fi02 PAVEMENTMAftKING REMOVAL-PERMANENT LIN FT $0.80 3000 220 0 3132.00
6 2103.507 BUIIDING REMOVAL A LUMP SUM $3,000.00 1 1 0 53,000.00
7 2103.507 Bl7lLDING REMOVAL B LUMP SUM 59,000.00 t 1 0 $9,000.00
8 2103.601 BUiLDING REMOVAI C LUMP SUM S3,000.00 1 1 0 53,000.00
9 2103.501 BUILDlNG REMOVAI D LUMP SUM 59,000.00 1 1 0 $9,000.00
10 2704.b01 REMOVE SEINER PIPE (STORM) LIN FT 53.88 1249 1249 0 54,821.t4
11 2104.601 FtEMOVE SEUVER PIPE (SANITARY) LIN FT 50.22 850 880 0 5145.20
12 2104.50t REMOVE SANITARY SERVICE PIPE LIN FT 55.21 300 55 0 $288.55
13 2104.601 REMOVE WATER MAIN LIN FT 52.30 900 888 0 S2,037.80
74 2104.501 REMOVE WATER SERVICE PIPE LIN FT $2.21 300 0 0 50.00
15 2104.501 REMOVE CURB AND GUTTER LIN fF 51.78 4115 4500 0 57,920.00
16 2104.503 REMOVE RETAINING WALL SQ FT $1.37 175 i94 0 5285.78
17 2104.503 REMOVE 81TUMINOUS WALK SQ F7 50.19 4500 4920 0 5934.80
18 2104.503 REMOVE CONCRETE WALK SQ FT 50.19 15358 17364 0 $3,293.16
19 2t04.b05 REMOVE BITUMihfOUS PAVEMENT SQ YD S7.b0 120b7 77385 0 $17,047.50
20 21Q4.509 REMOVE CONCRETE APRON EACH $233.60 4 4 0 5934.46
2t 2104.609 REMOVE MANHOLE OR CATCN BASIN EACH 5150.00 21 2i 0 $3,150.00
22 2104.509 REMOVE MANHOLE (SANITAR� EACH $150.00 3 4 0 3800.00
23 2104.509 REMOVE CASTING EACH 520.00 3 3 0 S60.00
24 2104.509 REMOVE GATE VALVE & BOX EACH $25.00 6 6 0 5150.00
25 2104.5U9 REMOVE CURB STOP & BOX EACH S2b.00 6 0 0 50.00
28 2104.809 REMOVE HYDRANT EACH 5100.00 3 3 0 5300.00
27 2104.509 REMOVE LIGHTINO UNIT EACH 3138.00 22 20 2 $2,720.00
28 2104.569 REMOVE LIGHT BASE EACH 529.22 2 2 0 $58.44
28 2104.609 REMOVE StGN TYPE C EACH 320.00 19 20 6 5460.06
30 2104.509 REMOVE SIpN TYPE D EACH 550.60 1 1 0 55�.00
31 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) lIN FT 53.95 100 0 0 S0.00
32 2104.b13 SAIMNG BIT PAVEMENT (FULL DEPTH) lIN FT $1.95 2230 155 0 $302.25
33 2104.523 SALVAGE SIGN TYPE C EACH $20.00 6 6 1 $120.00
34 210A.523 SAWAGE SIGN TYPE SPECIAL EACH $50.00 2 2 2 $100.00
35 2104.523 SALVAGE LIGHTING UNIT EACH $138.00 2 2 0 5272.00
38 2104.623 SALVAGE BENCH EACH 5100.00 2 2 9 5200.00
37 2104.60i REGULA7ED WASTE EVALUATION LUMP SUM $1,000.00 2 2 0 52,000.00
38 2105.501 COMMON EXCAVA7lON (P) CU YD $3.b0 8066 8066 0 528,231.00
38 2105.505 MUCK EXCAVATION CU YD $7.00 1260 t804 0 $71,228.00
40 2105.607 SUBGRADE EXCAVATION (P} CU YD $5.00 10347 10341 0 551,705.00
41 2105.521 GRANULAR BORROW (C� (P) CU YD $10.35 10397 10397 0 $107,808.95
42 2105.621 GE2ANULAR BORf20W (L� CU YD $8.00 17T0 'f861 0 $14,808.00
43 2105.525 TOPSOIL BORROW (L� CU YD $14.00 1160 1127 Q 515,778.00
44 2105.525 TOPSOIL BORROW SPECIAL 1(LVj CU YD 332.18 170 &4 0 52,703.12
45 2185.52b TOPSOIL BORROW SPECIAL 2(LVj CU YD $34.32 80 80 0 $2,745.80
46 2105.601 DEWATERING LUMP SUM $2,500.00 1 0 0 50.00
47 2105.807 EXCAVATION SPECIAL (P) CU YD $6.50 402 402 0 52,613.00
A8 2105.607 FILL SPECIAL CU YD $41.18 30 A4 0 51,811.92
49 2105.807 CLAY FILL CU YD 857.06 25 100 0 S5,708.00
50 2123.810 VACUUM TRUCK AND FORENlAN HOUR 5176.00 6 0 0 $0.00
item No. item Description Units Unif Pdce ConUact Quan6ty Quantity to Date Current Quantiiy Amount lo Oate
51 ' 2123.810 STREET SWEEPER (4MTH PICKUP BROOM} HOUR �135.00 80 56 t3 57,560.00
52 2211.b01 AGGREGATE BASE CLASS 8 TON 58.68 260 a a 50.00
53 2211.503 AGGREC3ATE BASE (C� CLASS 6 CU YD 516.34 5084 5084 0 577,988.58
54 2360.501 TYPE SP 12.5 YVEARING CQURSE MIXTURE (3,C) TON 575.87 972 1369.85 0 5903,915.35
55 2360.50t TYPE SP 12.b WEARING COURSE MIXTURE (A,E) TON $78.81 2828 2313.24 0 $177,217.32
56 2380.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE (4,B) TON 592.00 250 250 0 $23,900.00
57 2360.592 TYPE SP 18.0 NON WEARING COURSE MIXTURE (4,B} TON 586.28 2053 4651.78 0 $109,478.65
58 2411.818 MODULAR BLOCK RETAlNING WALL SQ F7 518.31 1305 7887 0 530,778.97
59 245i.807 PiPE BE�DING MATERIAL GU YD S27.73 424.5 0 0 50.00
80 2501.515 15" RC PIPEAPRON EACH 5880.35 3 4 0 $2,721.40
6l 2561.515 2A" RC PIPE APRON EACN $e16.52 1 1 0 $818.52
62 2501.515 27" RC PIAE APRON EACH 5921.43 1 1 0 3921.43
83 2507.802 TRASH GUARD FOR 75" PIPE APRON FACH 5201.34 3 3 0 $504.02
84 2504.802 TRASH GUARD FOR 24" PIPE APRON EACH 3336.54 1 1 0 $338.54
65 2b01.602 TRASH GUARD FOR 27" PIPE APRON EACH 5442.35 1 1 0 5442.35
66 2502.54t 4" PERF TP PIPE DRAIN LIN FT 54.25 2500 2227 0 $9,484.75
67 2502.544 8" PERF TP PIPE DRAItJ LIN FT $12.14 70 83 0 $1,007.82
68 2502.602 8" PVC PIPE DRAIN CLEANOUT EACH 3189.43 1 1 0 $189.43
68 2503.511 8" DUCTILE IRON P1PE SEWER CL 50 LIN FT S44.31 60 55 0 52.437.45
70 2603.541 15" RC PIPE SEWER DESIGN 3006 CIASS V LIN FT S28.58 1830 1774 0 $50,700.92
71 2503.541 18" f2C PIPE SEWER OESIGN 3006 CIASS III LIN F7 530.89 982 182 D $5,840,18
72 2503.541 24" RC PIPE SEWER DESIGN 3006 CLASS III LIN FT $37.87 264 264 0 59,987.68
73 25Q3.541 27" RC PIPE SEUVER DESIGW 30�6 CLASS III LIN FT $45.46 4t5 415 0 518,885.90
74 2503.601 SANITARY SEWER BYPASS PUMPING LUMP SUM 53,800.00 1 1 0 $3,600.00
75 2663.801 CONNECT SEVVER SERVICE • SPECIA! IUMP SUM $4,875.85 1 i 1 54,875.85
76 2503.602 CONNECT TO EXISTING STORM SEWER EACH $590.00 3 3 0 $1,770.OD
77 2503.802 CONNECT INTO EXISTfNG DRAINAGE STRUCTURE EACH 5590.oU 7 9 0 55,310.00
78 2503.802 C�NNECT TO EXISTING SANITARY S�4V�R EACH $1,263.44 3 2 0 52,508.88
79 2503.602 RECONNECT SANITARY SEWER SERVICE EACH b825.85 3 2 0 $1,651.30
80 2503.802 CONNECT TO EXISTING MANHOLES (SANITARY) EACH 51,200.OD 1 3 0 $3,600.00
8t 2503.802 8"X4" PVC WYE - SDR 26 EACH 5181.84 2 2 0 5363.68
82 2503.802 8"X8" PVC UVYE • SDR 28 EACH $t38.35 2 1 0 5138.35
83 2503.603 4" PVC PIPE SEWER - SUR 26 LIN FT 517.86 125 70 0 $1,2b0.20
84 2503.803 8" PVC PIPE SEWER - SDR 28 LIM FT S19.B7 100 79 0 54,569.73
85 2503.803 8" PVC PIPE SEWER - SDR 28 LIN FT S26•88 280 310 0 58,332.8U
88 2603.803 8" PVC PIPE SEWER - SDR 36 LIN FT 524.63 390 383 0 58,940.69
87 2503.603 S6" STEEL CASING PIPE (JACKED) LIN FT 5288.87 115 115 0 530,931.55
8B 2503.803 TELEVISE SANITARY SEWER LIN FT $1.62 680 800 0 $1,288.00
89 2504.801 T�MI'ORAf2Y WATER SEf2VICE [.UMP Sl1M 54,500,00 1 1 0 $4,b00.00
94 2504.602 CONNECTTO EXISTING WATER MAIN EACH 5885.80 4 7 0 54,798.50
97 2504.602 CONNECT TO EXISTING WATER SERVICE EACH �837.41 2 3 8 $1,912.23
92 250A.602 HYOF2ANT EACH $3,059.53 3 3 0 $9,178.59
93 2504.602 ADJUST HYDRANT FACH 3417.19 1 1 t $917.49
94 2504.802 ADJUSTVALVEBOX EACH 5410.31 B 7 0 52,872.17
95 2504.602 7" CORPORATION STOP EACH 5129.51 7 2 0 $259.02
98 2504.602 8" GATE VAIVE AND BOX EACH $1,227.95 4 5 0 $6,t39.95
87 2b04.802 8" GATE VALVE A�iD BOX EACH 5t,803.51 2 3 • 0 $9,810.53
98 2504.602 1" CURB STOP AND SOX FACH 5202.93 1 7 0 5202.93
99 2504.603 1" TYPE K COPPER PIPE L1N FT 522.15 bl} 33 0 $730.95
106 2504.803 8" WATERMAIN DUCTILE IRON CL 52 LIN FF 534.57 330 270.5 0 $9,351.19
ilem Item DescripUon Units Unit Price Contract Quantiry to Currenf Amount to
No.� , � Quantity Date Quantiry Daie
101 2504.803 B" WATfRMA1N DUCTILE IRON CL b2 LIN FT 540.44 700 690 0 527,803.60
102 2504.603 i6" STEEL CASING P1PE (JACKED) LIN FT 5288.87 715 it6 0 $30,931.55
103 2b04.604 4" POLYSTYRENE INSUlATION SQ YO S38.68 25 19.5 0 3444.82
104 2504.808 DUCTILE IRON FITTINGS POUND 55.45 2400 2265 0 512,34425
105 2508.501 CONSTRUCT DRAINAGE STRUCTURE DESIGtJ G LIN FT 5235.83 28 28 Q 58,843.24
108 2506.50t CONSTRUCT DRAINAGE STRUCTURE DESIGN SD-48 LIN FT S354.23 2A.8 2A.8 0 58,784.90
107 2b06.504 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 LIN FT 5281.43 108.7 109.1 0 $30,704.04
908 2506.501 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60•4020 LIN FT 5394.79 72.5 85.1 0 525,700.83
199 2598.602 CONSTftUCT DRAINAGE STRUCTURE DESIGN SPECIAL (2'X3') EACH S847.Ob b b 0 54,23626
110 2506.502 CONSTRUCT DRAINAGE STftUCTURE DESIGN SPECIAL ] EACH 54,793.56 1 1 0 $4,793.56
171 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGIV SPECIAL 2 EACH S5,181.29 1 1 6 55,181.29
112 2508.516 CASTING ASSEMBLY EACH S5b3.72 50 42 0 523,268.2Q
113 2606.b16 CASTING ASSEMBLY (SANITARIn EACH $470.63 3 2 0 $941.28
114 2506.522 ADJUST FRAME & RING CASTING ( SANITARI� EACH $150.00 4 3 0 5450.00
115 2508.802 CHIMNEY SFAL (EXTERNAL) EACH 5180.99 4 2 0 $361.98
9f8 2506.603 CONSTRUCT 8" OU7SIOE DROP LIN FT S2S0.87 18 11.71 0 S2,469.2B
1 t7 2598.603 CONSTftUCT 48" DIAMETER SANI7AF2Y SEWER MANHOLE LIN fT $230.08 40 3t.3 0 S7,200.88
118 2511.515 GEOTEXTILE FILTER TYPE IV SQ YO 52.02 944 116 0 S23q.32
119 2511.647 RANDOM RIPRAP CLASS [II SPECIAL CU YO 570.12 72 58 0 54,066.08
12U 2b21.501 4" CONCRETE WALK SQ FT 53.03 2A50 2364.7b 0 $7,185.19
121 2621.541 B" CONCRETE WALK SQ FT $3.88 18628 22155 2590_25 $85,961.40
122 2521.501 6" CONCRETE WALK EXPOSEO AGGREGATE SQ FT 55.73 450 658 0 33,758.88
123 252i.511 3" 81TUMINOUS WALK SQ F7 S1.b8 16473 9383 0 $14,825.14
124 2b31.691 COkCRE7E CURB & GUTFER DESIGN 6872 LIN FT 510.05 212 284 0 32,653.20
925 2631.501 CONCRE7E CURB & GUTTER DESIGN 6618 LIN FT $f2.10 1168 1683 0 518,154.30
928 2531.601 CONCRETE CURB & GUTTER DESIGN 8824 LIN FT 571.00 3950 3982 0 $43,582.00
i27 2b31.507 fi" CONCRETE DRNEWAY PAVEMENT SQ YD 537.50 359 79.4 0 $2,977.50
128 2531.818 TRi1NCAFED DOMES SQ FT $36.00 112 288 0 39,648.00
429 2545.511 LIGHTING UNIT TYPE SPECiAL 1 EACH $3,679.00 25 23 -1 $84.617.00
130 2545.515 LIGHT BASE DESIGN P MOD EACH 5735.00 27 23 -3 $16,905.00
131 2545.523 7' NON•METALIIC CONDUIT LIN FT 54.85 4344 4844 1344 $22,b24.60
132 2545.623 7' NON-METALLIC CONOUIT (OIRECTIONAL BaRE) LiN FT 519.40 260 0 0 $0.00
133 2545.531 UNDERGROUND WIRE i CONO NO 2 L1N FT S1.87 800 826 3Yb $1,542.75
134 2545.531 UNDERGROUNO WIRE t COND NO 6 L1N FT $1.06 20600 19196 3196 $20,347.76
135 2545.641 SERVICE CABINET SECONDARY TYPE L2 (MOD) EACH 54,857.00 i 1 0 54,857.U0
136 2545.545 EQUIPMENT PAD B EACH 3744.00 1 i 0 $744.D0
137 2545.b53 HANDHOLE EACH 5719.00 9 9 0 58,399.00
138 2545.802 SERVICE EQUIPIJIENT EACH $888.00 7 1 0 5688.00
139 2545.802 ELECTRICAI SERVICE EACH $1.00 1 7 0 51.00
i40 2546.602 INS7AEL LIGHTiNG UNIT EACH 5334,OU 2 0 0 50.00
141 2554.509 GUIDE POSTTYPE B EACH $80.00 4 4 4 5240.00
942 2557.601 WIRE FENCf DESIGN A8-8322V LIN FT $18.00 180 218 0 $3,924.00
143 2b63.60t TRAFFIC CONTROL LUMP SUM 515,800.00 i 1 0 515,906.00
144 2563,8Ut TEMPORARY PE6ESTRIAN ACCESS CONTROL LUMP SUM 3500.00 i 1 1 $500.00
145 2564.637 S!(3N PANELS TYPE C SQ FT 534.00 230.3 201.9 3.7 $6,864.60
146 2564.b31 SlGN PANELS TYPE D SQ FT 539.50 7 7 0 5278.50
147 2584.537 INSTAII. SIGN TYPE C EACH $126.00 5 7 6 5875.00
148 2564.637 1NS1'Atl SIGN 7YPE SPECIAL EACH $150.00 2 1 0 5150.00
149 2564.552 HAZARD MARKER X4-2 EACH 525.00 A A 0 8100.00
150 2585.602 PVC HANDHOLE (METAL FRAME AND COVER) EACH $808.00 12 12 0 $9,696.00
i
i
Icem No. Item Description Units Unit Price Contract Quantity QuanGfy to Date Current Quantity Amount to Date !
151� � 2565.602 MMC LOOP DE7ECTOR 6'X6' EACH 35t2.00 29 29 0 $14,848.00 �
152 2565.603 2" �tON-METALLIC CONDUIT LIN FT $4.73 810 920 0 $4,351.80
153 2585.603 4" HON-METALL[C CONQUIT LIN fT $7.95 320 404 2b $3,271.80
154 2571.501 CONIFEROUS TREE 8' HT 8&B TREE S375.00 7 5 0 $1,87b.00
155 2571.602 DECIDUOtiS TREE 2.b" CAL B&B TREE S340,00 10 8 0 52,720.00
156 2571.505 DECIDUOUS SHRUB NO 2 CONT SHRUB $35.00 119 i25 0 $4,375.00 ;
157 2571.507 PERENNIAL 4" CONT PLANT 53.00 529 680 0 $1,880.00 �
�58 2571.597 PERENNIAL NO 1 CONT PLANT 59.00 321 351 0 $3,159.00
ib8 2672.b01 TEMPORARY FENCE LIN FT $3.50 750 953 0 $535.50
160 2573.502 SILT FENCE, TYPE MACHIiJE SLICED LIN FT $1.52 3475 1973 0 52,998.96
161 2573.505 FLOTATION SILT CURTAIN TYPE STILL WA7ER LIN FT S10.00 598 950 0 $9,b00.00
182 2673.530 STORM DftAIN INLET PROTECTION EACH $65.00 71 43 0 53,185.06
163 2573.540 FILTER I.OG TYPE STRAW BIOROLL LIN FT S2.00 7102 440 0 S8B0.00
184 2573.802 CULVERT PROTECTION EACH 5138.OU 5 0 0 $0.00
165 2573.602 7EMPOf2Af2Y ROCK CONSTRUCTION ENTRANCE EACH $568.78 10 2 0 31,139.56
188 2575.501 SEEDING ACRE $650.00 1.35 0.64 0 5416.00
t67 2b75.502 SEED MIXTURE SPECIAL 1 POUND $27b.00 3 0 8 $0.00
768 2575.502 SEEDMIXTURE'i50 POUND 58.25 53 0 0 50.00
189 2575.502 SEED MIX7URE 250 POUND $4.60 16 28 0 5112.50
77U 2575.502 SEED MIXTURE 325 POUND 518.25 5 45 0 $621.26
771 2575.505 SODDING T'YPE SALT RESISTANT SQ YD 52.90 5915 8060 0 $19,344.00
172 2675.511 MULCH MA7Ef21AL SPEClAL 1 CiJ YD $60.60 AO 0 0 $0.00
173 2675.523 EROSION CONTROL BLANKETS CATEGORY 2 SQ YD 50.82 5347 0 0 $0.00
174 2575.523 EROSION CONTROL BLANKETS CATEGORY 3 SQ YD S0.95 1018 3127 0 52,970.65
178 2b7fi.632 FERTILIZER TYPE 3 POUND SQ.9s 119 710 0 $105.60
176 2575.571 RAPID STABILIZATION METHOD 3 M GALI.ONS 3295.00 18 9 0 $2,855.00
177 2575.607 MULCH MATERIAL NPE 9 SPEClAL CU YD $410.00 55 85 0 $8,050.00
178 267b.807 LANDSCAPE EDGER (ALUMINUM) LIN FT 512.00 277 295 0 53,640.00
179 2580.603 INTERIM PAVEMENT MARKItJG LIN FT 52.00 1000 0 0 $0.00
180 2581.501 REMOVABLE PI2EFORMEO PL4STIC MARKING LIN FT $1.30 3200 2254 0 52,930.20
181 2681.603 REMOVABLE PREFORMED PtASTIC MASK (BLACK} L!N FT S2.30 1600 3&2 0 $832.80
182 2582.501 PAVENlENT MESSAG£ (LEFTARROWj EPDXY EACH 5105.00 5 5 0 S525.00
t83 2582.b07 PAVEMENTMESSAGE{RIGHTARROVhEPDXY EACH 5105.00 2 3 0 S31b.60
l84 2582.502 4" SOLID LINE VNiITE-PAINT LIN FT S0.20 5400 3188 0 $637.80
185 2582.502 4" SOLIO L1NE YELLOW-PAINT LIN FT 50.20 b100 4577 197 $935.40
186 2582.602 4" SOL1D LINE WHIFE-EPDXY LIN FT $0.23 4025 5398 1244 Si,241.bA
187 2582.502 4" BROKEN LINE VNifTE-EPDXY LIN FT 50.23 670 870 0 $154.10
188 2582.502 4" SOLiD LINE YELLOW-EPDXY LIN FT S0.24 1100 1060 0 $264,40
189 2582.502 24" SOLID LIfVE YELLOW-EPDXY L!N FT S7,68 130 142 0 51,090.68
190 2582.b02 4" DflUBLE SOLID LINE YELLOW �PDXY LIN FT $D.Ae 1970 2324 0 $1,715.52
181 2582.b03 CROSSWALK MARKING-EPDXY SQ FT $5.02 1198 774 0 $3,886.48
Totals For Sealion Base Bid: 51,833,083.20
Aiternative No,1 (3lgnai System)
t92 2565.511M S(GNAL SYSTEM SIG SYS $90,730.00 1 1 0 �90,730.00
Totals For Seclion Allernalive No. 1(Signal System): 590.730.00
Alternative No. 2 (5treet Llghting)
193 2104.509 REMOVE IIGHTING UNIT EACH 5187.22 17 17 0 52,842.74
194 2545.511 LfGHTING UNiT TYPE SPECIAL 1 F1�CH 53,705.00 20 21 1 577,805.00
195 2545.515 LIOHT BASE DESIGN P MOp EACH $723.00 20 2t 1 S15,183.00
196 2545.523 2" NON-METALIIC CONDUIT LIN fT 54.63 3400 3U47 47 $14,290.A3
{tem Item Description Units Unit Price Contract Quantity to Current Amount to ;
No. . Quentity Oate Quantily Date
197 2545.523 7' NON•METALLIC CONDUIT (DIRECTIONAL BpRE) LIN FT 519.10 B00 411 0 57,850.10
198 25A5.531 UNDERGROUND WIRE 1 COND NO 6 LIN FT 51.07 15780 13892 1892 514,864.44 �
599 2545.531 UNDERGROUND 4MRE 1 CaND NO 2 LIN fT $1.89 800 BO6 106 $1,145.34
200 2545.5d1 SERVICE CABINET SECONDARY TYPE L2 (MOD) EACH 54,703.00 1 2 0 59,406.00
2U1 2545.545 EQUIPMENT PAD B EACH $75t.00 1 2 0 51,502.00
202 25A5.553 HAi�lDHOLE EACH $7'18.OQ 4 4 0 52.872.00
283 2545.602 SERVICE EQUIPMENT EACH $686.09 1 2 0 S1,370.09
204 2545.802 ELEC7RICAL SERVICE EACH 50.85 1 2 0 51.70
Totals For Section Alternative No. 2(Street lighting): 5149,t32.75 �
BaCksheett
229 2b63.fii3 TYPE Ilf BARRICADES UNIT' DAY $2.75 180 180 0 $A95.00
230 2583.613 REFLECTORIZED PLASTIC SAFETY DRUNS UNIT DAY 50.85 2100 2100 0 51,785.00
231 2563.694 CONSTRUC710N SIGNS-SPECIAL SQ FT 525.00 32 32 0 y80D.00
Totals For Backsheel 1: $3,08U.00
Backsheei2
232 86075 PAVEMENT DENSITY DISINCENTIVE LUMP SUi�A ($1,208.14} 1 1 1 ($1,208.14)
Totals For Backsheel 2: (51,208,14) �
Supplemental Agreemenf 9
217 2105.809 HAUL & DISPOSE OF CONTAMINATED MATERIAL TON $25.33 1440.77 144U.77 U $36,494.70
212 2105.804 GEOTEXTILE FABRIC TYPE V SQ YD $1.75 1408 1408 D S2,4B9.0a
273 95783 REMOVAL & PROTECTION OF STORM SEWER THftOUGH CONTAMINATED SOIL LUMP SUM 56,328.00 1 1 0 $6,328.00
214 2105.699 HAUL & DISPOSE OF CON7AMINATED MATERIAL TON S25.33 1440.77 144U.77 0 538,494.70
215 95784 REMOVAL OF CONTAMINATED SOIL AROUND WATERMAIN LUMP SUM 51.212-00 1 3 Q $i,212.00
216 95785 CONTAMINATED SOIL SHUT DOWN OF WATERt+MIN CONSTRUCTION LUMP SU�A 5781.00 1 1 0 $781.00 �
i
Totals For Supplementai Agreement 1: 583,774.90 i
Work Order 1
207 2305.5'f 1 27" RC PIPE SEWER DESIGN 3006 CLASS N Lf $36.69 97 97 0 53,558.83
Toials For Work Order 1: $3,558.83
Work Order 2
205 2104.601 REMOVEASBES70SMATERlALA LUMPSUM 51,732.50 i 1 0 S1,732.50
206 2104.601 REMOVE ASBESTOS MATERIAL B LUMP SUM 52,678.50 1 1 0 $2,678.50
Totals For Work Order 2: $4,411.00
1Nork Order 3
208 2104.604 REMOVE CONCRETE POST FOUNDATIONS LUMP SUM $532.50 1 1 0 5532.50
209 2104.602 REMOVE ELECTRICAL FEEO POINT & FOUNDATION EACH 5556.80 5 5 2 $2,783.00
240 2585.602 PEDESTRIAIV PUSH BUTTON STATION FOUMDATION EACH 5631.489 8 8 0 $5,051.75
TOteIS Fof Work Otder 3: $8,367.25
Work Order 4
217 2104.6�8 REMOVE UNDERGROUND TANK EACH $2,410.90 1 1 0 $2,440.90
Totals For Work Order 4: 52,410.90
Work Order 6
218 2545.602 FURNISH LIGHTING UNITTYPE SPECfAI EACH 52,279.20 2 2 0 54,558.40
219 2545.602 SPECIAL LfGHTING EQUIPMENT EACH 5472.57 18 18 D $8,505.18
Totals Fof Work Otder 5: $73,063.58
Work Order 8
220 2504.602 1" ZONE VALVE EACH 593.50 7 7 0 EG54.50
221 2504.602 PGP SPRINKLER HEAO EACH $104.60 40 40 0 $4,1B0.00
222 2504.602 4" POP•UP SPRINKLER HEAD EACH 582.50 32 32 0 52,840.00
223 2504.602 1 S/4" PVC TEE EACH $49.50 1 i 0 $49.60
229 2504.603 1" PVC BORED LIN FT ^�8.80 2D 20 0 5176.00
i
Item No. Ilem Description Units Unit Price Contract Quantiry Quantity to pate Current Quanliry Amount to Dale '
225 2504.603 2" PVC BORED LIN F7 $1t.00 10 10 0 $t10A0
Totels For WOrk Orcler 6: $7,810.00
Work Order 7
228 2509.602 BASEMENT FLOOR REMOVAL AND REPAIR LUMP SUM 5490.60 1 1 0 5490.00
227 2504.6U2 f81 S7REE7 SIGNS EACH $385.00 3 3 0 $1,155.00
Totals For Work Ordet 7: $7,645.00
Wprk Order B
228 2105.804 GEOTEXTILE FABRIC TYPE V SQ YD $1.75 2944 2944 0 35,152.00
Tolals For Wark Order 8: $5,152.00
Project Totals: S2,204,990.87
Project Payment Status �
Owner. City of Prior Lake
Client Projecf No.: C.P. 1'f-001 �
Client CoNract No.:
ProJect No.; 01964-00
Coniractor. Chard Tiling & Excavating
s
No, Type Date Description Amount ;
W01 Work Order 5l4/2012 Contractor shall furnish, install, and connect to inplace pipe a 21" Reinforced Concrete $3,558.93 �
Design 3006 Pipe Class IV.
W02 Work� Order 5!4/2012 Contractor shall abate and dispose of all asbestos and reguiated waste materials. $4,411.00 �
Engineer determined it necessary to remove unknown buried concrete retaining wall
W03 Work Order 5/31/2012 foundation pasts 8� 5 unsafe electric feed points, and install 8 pedestrian push button $8,367.25 I
stations.
WHEREAS: NOW, THEREFORE, IT IS HEREBY MUTUALLY AGREED AND
SA1 Suppfemental 5/31/2012 UNDERSTOOD THAT: The ConiracFor shall excavate the contaminated soils, truck haui, g83,774.40
Agreement and dispose of fhe contaminated maierial according to MPCA guidelines and replace lhe soil
with suifable on-sife material.
W04 Work Order 8/24/2012 Removal of an unknown buried fuel tank at 4590 Colorado Slreet SE. $2,410.90 ;
W05 Work Order 8l24I2012 Additional flag holders and plan hangers installed to match the ornamental lights in the $13,063.58
downtown area and the addition of two LED spotlights.
Several sections of in-place irrigation system was damaged and some areas removed to �
W06 Work Order 8/24l2012 complete planned work. The in-place irrigation system was unknown and not included in the $7,810.00
original construction plans. j
W07 Work Order gi24/2p�2 �n order to remove the lift station within Cify Hall, a section of lhe basement ftoor needed to $� �5.00
be removed. Also the contract omitted City st�eet signs.
W08 Work Order 11/26/2Q12 The engineer requested Geotextile Fabric Type V placed over substandard sub grade soils. $5,152.00
Th€s item was unknown at the time of the contract and not included in construction plans.
BK1 Backsheet 11/26l2012 Additional tra�c work performed. $3,080.00
BK2 Backsheet 1/23/2013 Pavement Densily Disincentive, ($9,208.14) �
Change Order Tolals: $132,064.92 �
�
No. From Date To Date Payment Total Retainage Per Total Total Payment + Work Certified Total Work
Paymenf Payment Retainage Retainage Per Paymenf Certified
1 3/29/2012 5/9/2012 $383,761.34 $383,761.34 $20,197.97 $20,197.97 $A03,959.31 $403,959.31 $403,959.37 '
2 5/10/2012 6/13/2U12 $795,771.35 $9,179,532.69 $41,882.70 $62,080.67 $1,241,613.36 $837,654.05 $1,241,613.36 ' �
3 6/14/2012 7/9/2012 $363,302.66 $9,542,835.35 $19,121.19 $81,201.86 $1,624,037.21 $382,423.85 $1,624,037.21 I
4 7/10/2012 8/8/2012 $434,941.15 $1,977,776.50 $22,891.64 $104,093,50 $2,081,870.00 $457,832.79 $2,081,870.00
5 8/9/2012 8/30/2Q12 $96,171.09 $2,073,947.59 ($38,950.79) $64,142.71 $2,138,090.30 $56,220.30 $2,'138,090.30
6 8/31/2012 11/28/2012 $78,536.56 $2,152,484.15 ($42,4Q0.45) $21,742.26 $2,174,226.41 $36,136.11 $2,974,226.41
7 & 11l27l2012 1/23/2013 $52,506.72 $2,204,990.87 ($21,742.2&) $0.00 $2,204,990.87 $30,764.46 $2,204,890.87 '
FINAL
Payment Totals: $2,204,990.87 $0.00 $2,204,990.87 $2,204,890.87
Prolect Summarv
Material On Hand; $0.00
Total Payment to bate: $2,204,590.87 Original Contract: $2,160,906.8fi
Total Retainage: $0.00 Contract Changes: $132,064.92
7otal Amaunt Earned: $2,204,890.87 itevised Contract: $2,292,979.78