HomeMy WebLinkAbout5B, Valentine Park Improvement Project - Approve Change Order #2 and Pay Estimate #3 in the Amount of $18,617.74 ,-SREN HILLS
Request for Council Action 5B
Prepared By: Terry Maurer, Public Works Director Council Meeting Date: November 26, 2012
Valentine Park Improvement Project—Approve Change Order#2 and Pay Estimate#3 in
the Amount of$18,617.74
Budgeted Amount: Actual Amount: Funding Source:
$321,757.00 $327,823.93 Surface Water Management
Fund, Sanitary Sewer
Enterprise Fund, PIR
Recommendation:
Motion to approve Change Order #2, which increases the project cost by $9,081.78, and Payment 43 to
Interstate Pavement Maintenance of Forest Lake, Minnesota, in the amount of $18,617.74 for the
Valentine Park Improvement Project.
Supporting Documents:
1. Memorandum dated November 26, 2012, from Terry Maurer, Public Works Director.
2. Letter dated October 25, 2012, from Elfering and Associates.
3. Change Order 42.
4. Application for Payment 43.
lt
,ARZEN HILLS
MEMORANDUM
DATE: November 26, 2012
TO: Honorable Mayor and City Councilmembers
Patrick Klaers, City Administrator
FROM: Terry Maurer, Public Works Directo
SUBJECT: Valentine Park Improvements - Payment #3/Change Order 42
Background
The City of Arden Hills awarded Interstate Pavement Maintenance of Forest Lake,
Minnesota, the Valentine Park Improvement Project on April 30, 2012, for a total contract
amount of$321,757.00. There has been one change order that decreased the total cost by
$3,014.85.
Discussion
This pay request includes work on the project completed through the end of the 2012
construction season. The major work completed as a part of this payment includes in and
around the large rain garden.
Change Order #2 increases the total project cost by $9,018.78. This is due to the slow draw
down time of the rain garden. After a geotechnical review it was decided to build a rock
bedding around the three main drain tile lines in the rain garden.
Financial Implications
The total amount earned by the contractor including Change Order #2 is $205,952.32. After
subtracting retainage of 5% and previous pay estimates, the amount due the contractor for
Pay Estimate #3 is $18,617.74. The funding source for all of Pay Estimate #3 including
Change Order#2, is Surface Water Management funds.
Council Action Requested
Approve Change Order#2 and Pay Estimate #3 to Interstate Pavement Maintenance in the
amount of$18,617.74 for the Valentine Park Improvement Project.
PAAdmin\Council\Agendas&Packet Infonnation\2012\11-26-12 Reg Mtg\Packet
Page 1 of 1
�l�-RING �- -OSSOtI�T-�S
October 25, 2012
File No. 170007E-0071 TRUI NO=
Honorable Mayor and City Council
City of Arden Hills
1245 Highway 96 W
Arden Hills, MN 55112
RE: VALENTINE PARK IMPROVEMENTS
PARTIAL PAY ESTIMATE #3 AND CHANGE ORDER#2
Dear Council Members:
Please find attached 3 copies of Partial Pay Estimate No. 3 and Change Order No. 2 for
the above-referenced project. As you are aware, the Contractor for the project is
Interstate Pavement Maintenance. The total amount earned by the Contractor on this
partial pay estimate is $205,952.32. Subtracting 5% retainage of $10,297.62 and
previous payments in the amount of $177,036.96, the amount due the Contractor is
$18,617.74.
This pay estimate includes payment for rain water garden work, including the work
covered by Change Order No. 2. We have inspected the work performed by Interstate
Pavement Maintenance and find it to be in compliance with the plans, specifications, and
contract documents.
Also attached is Change Order No. 2. This change order is for modifications to the large
rain water garden. After construction of the rain water garden, field monitoring
determined that the filtration rate and corresponding draw down time of storm water
captured by the garden was not as efficient as desired. Rock bedding around the drain
the was added with filter fabric to increase the efficiency. This work has been completed
and subsequent rain events have shown the garden to now be functioning as desired.
We would recommend approval of Partial Pay Estimate No. 3 in the amount of
$18,617.74 and approval of Change Order No. 2.
If you have any questions regarding this issue please feel free to call.
Sincerely,
ELFERING &ASSOCIATES
Kristie tifering, P.E.
Project Engineer
cc: Terry Maurer, Public Works Director
10062 Flanders Court NE, Blaine,MN 55449 - Phone:(763)780-0450 - Fax: (763)780-0452
SECTION 00671
CHANGE ORDER
_(Instruction on reverse side) No. 2
PROJECT:Valentine Park Improvements DATE OF ISSUANCE:October 25,2012
OWNER:City of Arden Hills OWNER's Project No,: 170007E
1245 Highway 96 W
Arden Hills,MN 55112 ENGINEER: Elfering&Associates
10062 Flanders Court NE
CONTRACTOR: Interstate Pavement Maintenance Blaine,MN 55449
PO Box 1028
Forest Lake, MN 65025
ENGINEER's Project No.: 170007E
You are directed to make the following changes in the Contract Documents.
Description:See Attached
Purpose of Change Order: See Attached
Attachments(List documents supporting change): See Attached
CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIME:
Original Contract Price Original Contract Time
Substantial Completion:October 15,2011
$ 321,757.00 Final Completion: July 1, 2012
Previous Change Orders No. 1 Net change from previous Change Orders
($ 3,014.85) 0 Days
Contract Price prior to this Change Order Contract Time prior to this Change Order
Substantial Completion: October 15,2011
$318,742.15 Final Completion: July 1,2012 —
Net Increase(Decrease)of Gis Change Order Net Increase(Decrease)of this Change Order
N/A days for Substantial Completion
$ 9,081.78 NIA days for Final Completion
Contract Price with all approved Change Orders Contract Time with all approved Change Orders
Substantial Completion:June 29, 2012
$327,823.93 Final Completion: June 28,2013
RCO MENDED: APPROVED: APPROVED:
�7
B:- By By
Elfering Associates City of Arden Hills Interstate Pavement Maintenance
EJCDC No.1910-B-B(1996 Edition}�—____.�.-::;:�-��-�-�-��-=�-�-:.::::::--.-�...-.�=:::=M:::=�-=—:::;;Z:=�-.=-.--=.-X-.�.r.-��.__:__.--=
CHANGE ORDER#2
(Attachment)
This contract is amended as follows:
WHEREAS: After construction of the rain water garden the drawdown time experienced after
a storm event was slower than desired; and
WHEREAS: Soil testing completed determined that the select granular borrow used for the
rain water garden construction met mechanical sieve analysis requirements; and
WHEREAS: Geotechnical recommendations based on the soil testing was to construct rock
bedding around the draintile to increase the filtration rate; and
WHEREAS: The Engineer directed the Contractor to complete as part of this project.
NOW, THEREFORE, IT IS HEREBY MUTUALLY AGREED AND UNDERSTOOD THAT:
1. The Contractor shall complete the above described changes and additions to the project.
2. Payment for the work was reviewed and approved by the Engineer.
3. The Contractor will not make claim of any kind or character for any other costs or
expenses that he may have incurred or that he may hereafter incur in performing the
work or furnishing the materials of this agreement.
CHANGE ORDER#2 COST SUMMARY
PROJECT: VALENTINE PARK IMPROVEMENTS
OWNER. CITY OF ARDEN HILLS
ITEM ITEM DESCRIPTION
NO. UNIT QTY UNIT PRICE TOTAL PRICE
CHANGE ORDER#2
1 2105.604 DRAINTILE FABRIC SY 562.20 $0.62 $348.56
2 2451.607 PIPE BEDDING MATERIAL CY 81.90 $27.00 $2,211.41
3 2502.541 4"PERF PE PIPEDRAIN W/SOCK LF 270.00 $0.60 $162.00
4 SPEC PUMPING LS 1.00 $196.04 $196.04
5 SPEC LABOR HR 37.32 $78.52 $2,930.37
6 SPEC EQUIPMENT HR 9.33 $230.00 $2,145.90
7 SPEC SOIL TESTING LS 1,087.50 $1.00 $1,087.50
CHANGE ORDER#2--SUBTOTAL $9,081.78
TOTAL $9,081.78
CO#2
PARTIAL PAY ESTIMATE#3
FROM:July 7,2012
TO:October 25,2012
CONTRACTOR:INTERSTATE PAVEMENT MAINTENANCE
ADDRESS:PO BOX 1028,FOREST LAKE,MN 55025
OWNER:CITY OF ARDEN HILLS
PROJECT:VALENTINE PARK IMPROVEMENTS
SUBSTANTIAL COMPLETION DATE AMOUNT OF CONTRACT
ORIGINAL:June 29,2012 ORIGINAL: $ 321,757.00
REVISED: REVISED: $ 327,823.93
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SCHEDULE 1.0.VALENTINE PARK
L 3 1 44
2021.501 MOBILIZATION LS 1.00 50547.25 0.00 $0.00 0.63 $31,8 .77
2 2101.502 CLEARING TREE 22.00 195.00 0.00 $0.00 22.00 $4290.00
2101.507 GRUBBING TREE 22.00 50.00 0.00 $0.00 21.00 $1,050.
4 2104.501 REMOVE SEWER PIPE SANITARY LF 265.00 14.00 0.00 $0.00 265.00 $3,710.
5 2104.501 REMOVE SEWER PIPE STORM LF I 60.00 18.00 0.00 $0.00 60.00 $1,080.00
6 2104.501 REMOVE CONCRETE CURB AND GUTTER LF 125.00 4.50 0.00 $0.00 0.00 $0.00
7 2104.501 REMOVE FENCE LF 335.00 2.25 0.00 $0.00 320.00 $720.00
8 2104.505 REMOVE CONCRETE PAVEMENT SY 100.00 2.00 0.00 $0.00 100.00 $200.00
9 2104.505 REMOVE BITUMINOUS PAVEMENT SY 1,460.00 2.20 0.00 $0.00 1,460.00 $3212.00
10 2104.509 REMOVE SANITARY MANHOLE EACH 1.00 980.00 0.00 $0.00 1.00 $980.00
11 2104.509 REMOVE SANITARY CASTING EACH 3.00 70.00 0.00 $0.00 3.00 $210.00
12 2104.509 REMOVE BENCH EACH 2.00 10O.D01 0.00 $0.00 0.00 $0.00
13 2104.509 REMOVE LIGHTPOLE EACH 2.00 600.00 0.00 $0.00 2.D0 $1,200.0
14 2104.509 REMOVE BASKETBALL HOOP EACH 1.00 85.00 0.00 $0.00 1.00 $85.00
15 2104.509 REMOVE SIGN EACH 2.00 75.00 0.00 $0.00 2.00 $150.00
16 2104.509 REMOVE PARKING STOP EACH 17.00 25.00 0.00 $0.00 17.00 $425.00
17 2104.511 SAW CUT CONCRETE FULL DEPTH LF 14.00 8.D0 0.00 $0.00 0.00 $0.00
18 2104.513 SAW CUT BITUMINOUS FULL DEPTH LF 150.00 5.00 0.00 $0.00 0.00 $0.00
19 2104.523 SALVAGE SIGN EACH 2.00 110.00 0.00 $0.00 2.00 $220.00
20 2104.523 SALVAGE HYDRANT EACH 1.00 1,290.00 0.00 $0.00 0.D0 $0.00
21 2105.501 COMMON EXCAVATION P CY 3289.00 9.50 0.00 $0.00 3,189.00 $30,295.5
22 2105.522 SELECT GRANULAR BORROW C PARKING LOT CY 550.00 11.35 0.00 $0.00 738.00 $8,376.
23 2105.522 SELECT GRANULAR BORROW C BASKETBALL COURT CY 145.00 10.00 0.00 $0.00 165.00 $1,650.00
24 2105.522 SELECT GRANULAR BORROW C RAIN WATER GARDEN CY 670.00 1025 0.00 $0.00 646.56 $6,627.2
25 2105.522 SELECT GRANULAR BORROW C PLAY AREA CY 180.00 10.001 0.00 $0.00 120.00 $1,200.00
26 2105.525 TOPSOIL BORROW C CY 750.00 15.00 0.00 $0.00 0.00 $0.00
27 2105.604 GEOTEXTILE FABRIC PE SY 2,450.00 0.85 0.00 $0.00 2 200.00 $1,870.00
28 2105.604 GEOGRID PE TX130S SY 2,520.00 2.20 0.00 $0.00 2,520.00 $5,544.00
29 2211.501 AGGREGATE BASE CLASS 5 PARKING LOT TON 450.00 16.00 0.00 $0.00 283.70 $4,539.20
30 2211.501 AGGREGATE BASE CLASS 5 BASKETBALL COURT TON 115.00 16.001 0.00 $0.00 115.00 $1,B40.
31 2211.501 AGGREGATE BASE CLASS 5 SIDEWALK TON 240.00 16.00 0.00 $0.00 240.00 $3,840.
32 2211.501 AGGREGATE BASE CLASS 5 RAIL TON 275.00 16.00 0.00 $0.00 100.00 $1,500.0
33 2231.604 BITUMINOUS PATCH SPECIAL SY 30.00 38.00 0.00 $0.00 0.00 $0.00
34 2232.501 MILL BITUMINOUS PAVEMENT SY 35.00 8.D0 0.00 $0.00 0.00 $0.00
35 2350.501 TYPE MV4 WEAR COURSE MIXTURE PARKING LOT TON 75.00 86.00 0.00 $0.00 0.00 $0.00
36 2350.501 TYPE MV4 WEAR COURSE MIXTURE BASKETBALL COURT TON 25.00 86.00 0.00 $0.00 0.00 $0.00
37 2350.501 TYPE MV4 WEAR COURSE MIXTURE RAIL TON 50.00 75.00 0.00 $0.00 0.00 $0.00
38 2350.502 TYPE LV3 NON WEARING COURSE MIXTURE(BASE) PARKI TON 75.00 86.00 0.00 $0.00 0.00
39 2350.502 TYPE LV3 NON WEARING COURSE MIXTURE(BASE)(BEALL TON 25.00 86.00 0.00 $0.00 0.00 $0.00
40 2401.601 HELICAL PIER SYSTEM LS 1.00 6,500.001 0.00 $0.00 0.00 $0.00
41 2411.507 INSTALL 24"SURGE BASIN EACH 1.00 2,100.00 0.00 $0.00 1.00 �$2100.00 RIAL CY 120.00 27.00 0.00 $0.00 120.00
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43 2501.602 18"FLARED END SECTION W/TRASHGUARD EACH 1.00 1,600. 0.00 $0.00 1.00 $1,600.0
44 2501.602 24"FLARED END SECTION WITRASHGUARD EACH 3.00 1,880. 0.00 $0.00 2.00 $3,760.0
45 2502.541 4"PERF PE PIPE DRAIN W/SOCK LF 1 530.00 1.95 541.00 $1,054.95 1,195.00 $2,330.25
46 1 2503.541 12"RC PIPE SEWER DES 3006 CLV LF 72.00 24.25 0.00 $0.00 72.00 $1,746.
47 2503.541 18"RC PIPE SEWER DES 3006 CLIII LF 30.00 38.00 0.00 $0.00 24.00 $912.00
48 2503.541 24"RC PIPE SEWER DES 3006,CLIII LF 55.00 49.00 0.00 $0.00 55.00 $2,695.
49 2503.602 CONNECT TO EXISTING STORM SEWER MAIN EACH 1.00 600.00 0.00 $0.00 1.00 $600.00
50 2503.602 CONNECT TO EXISTING STORM SEWER MANHOLE EACH 2.00 800.00 0.00 $0.00 2.00 $1,600.0
51 2503.602 CONNECT TO EXISTING SANITARY SEWER MANHOLE EACH 2.00 875.00 0.00 $0.00 2.00 $1,750.00
52 2503.603 8"PVC PIPE SEWER SDR 35 LF 265.00 18.00 0.00 $0.00 263.00 $4,734.0
53 2504.602 OFFSET WATERMAIN EACH 1.00 8,000.00 0.00 $0.00 0.00 $0.00
54 2504.602 REINSTALL SALVAGED HYDRANT EACH 1.00 1,400.00 0.00 $0.00 0.00 $000
55 2504.602 ADJUST VALVE BOX EACH 2.00 350.00 0.00 $0.00 1.00 $350.00
56 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPECIAL 27"DIA. EACH 1.00 2265.00 0.00 $0.00 1.00 $2,265.0
57 2506.522 ADJUST FRAME RING,AND CASTING SANITARY EACH 100 480.00 0.00 $0.00 3.00 $1,440.
58 2506.522 ADJUST FRAME RING AND CASTING STORM EACH 5.00 150.00 0.00 $0.00 2.00 $300.00
59 2511.501 RANDOM RIP RAP CLASS IV CY 45.00 90.00 0.00 $0.00 45.00 $4,050.00
60 2521.501 4"CONCRETE SIDEWALK SY 375.00 29.50 0.00 $0.00 0.00 $0.00
61 2521.501 10"CONCRETE SLAB CAST-IN-PLACE SY 45.00 291.50 0.00 $0.00 0.00 $0.00
62 2531.501 CONCRETE CURB 8 GUTTER LF 580.00 16.50 0.00 $0.00 0.00 $0.00
63 2531.501 18"HIGH PLAY AREA CURB LF 380.00 18.00 0.00 $0.00 0.00 $0.00
64 2531.602 PEDESTRIAN CURB RAMP EACH 3.00 450.001 0.00 $0.00 0.00 $0.00
65 2531.618 TRUNCATED DOMES SF 24.00 38.00 0.00 $0.00 0.00 $0.00
66 2563.601 TRAFFIC CONTROL LS 1.00 1,800. 0.00 $0.00 0.50 $900.00
67 2564.602 REINSTALL SALVAGED SIGN EACH 2.00 120.00 0.00 $0.00 0.00 $0.00
68 2573.502 SILT FENCE TYPE MACHINE SLICED LF 1,035.00 1.90 0.00 $0.00 1,535.00 $2 916.
69 2573.520 SEDIMENT REMOVAL BACKHOE HOURS 10.00 145.001 0.00 $0.00 0.00 $0.00
70 2573.530 INLET PROTECTION MCO) EACH 2.00 85.00 0.00 $0.00 2.00 $170.00
71 2573.530 INLET PROTECTION EACH 1.00 85.00 0.00 $0.00 1.00 $85.00
72 2573.530 INLET SEDIMENT REMOVAL EACH 9.00 105.00 0.00 $0.00 2.00 $210.00
73 2571602 TEMPORARY ROCK CONSTRUCTION ENTRANCE EACH 1.00 1,800.00 0.00 $0.00 1.00 $1 800.00
74 2573.607 ROADWAY ROCK CHECK DAM CY 130.00 36.00 0.00 $0.00 130.00 $4,680,0
75 2575.513 MULCH MATERIAL TYPE SPECIAL CY 225.00 27.00 0.00 $0.00 225.00 $6,075.00
76 2575.525 EROSION STABILIZATION MAT 0350 SY 220.00 4.10 0.00 $0.00 167.00 $684.70
77 2575.532 FERTILIZER PE 24-12-24 LEIS 425.00 0.60 0.00 $0.00 400.00 $240.00
78 2575.545 WEED SPRAYING SY 7350.00 0.20 0.00 $0.00 0.00 $0.00
79 2575.550 COMPOST GRADE 2 CY 450.00 19.50 418.00 $8,151.00 418.00 $8,151.00
80 2575.604 SEEDING PE 270 SY 6,800.00 0.951 0.00 $0.00 6600.00 $6,270.00
81 2575.604 SEEDING PE 328 SY 2,300.00 1.10 0.00 $0.00 2t300-00 $2,530.00
82 2582.501 PAVEMENT MESSAGE HANDICAP SYM -EPDXY EACH 1.00 350.00 0.00 $0.00 0.00 $0.00
83 2582.502 4"SOLID WHITE LINE-EPDXY LF 250.00 2.65 0.00 $0.00 0.00 $0.00
84 SPEC TEMPORARY SEDIMENT BASIN LS 1.00 1,000.00 0.00 $0.00 1.00 $1,000.
85 SPEC GRADATION TEST EACH 3.00 190.00 1.00 $190.00 1.00 $190A0
86 SPEC PROCTOR TEST EACH 3.00 140.00 2.00 $280.00 2.00 $280.00
87 SPEC DENSITY TEST,IN PLACE EACH 20.00 60.00 14.00 $840.00 14000 $840.00
88 1 SPEC CONCRETE TESTING CYLINDERS SET OF 3 EACH 4.00 90.00 0.00 $0.00 0.00 $0400
89 SPEC NUCLEAR BITUMINOUS DENSITY EACH 8.00 50.00 0.00 $0.00 0.00 $0.00
90 SPEC EXTRACTION/GRADATION EACH 4.00 220.00 0.00 $0.00 0.00 $0.00
91 SPEC AIR VOIDS TEST EACH 4.00 320.00 0.00 $0.00 0.00 $0.00
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SCHEDULE 1.0-VALENTINE PARK-TOTAL $10,515.95 $189,253.46
CHANGE ORDER 1.0-VALENTINE PARK
1 2105.525 COMMON BORROW CY 517.00 10.25 0.00 $0.00 517.00 $5,299.25
2 2503.601 SANITARY SEWER-C900 LS 1.00 772.08 0.00 $0.00 1.00 $772.08
3 2503.603 SANITARY SEWER INSULATION SY 46.20 16.10 0.00 $0.00 42.60 $685.86
4 2504.602 ADJUST HYDRANT EACH 1.00 860.00 0.00 $0.00 1.00 $860.00
CHANGE ORDER 1.0-VALENTINE PARK-TOTAL $0.00 $7,617.19
CHANGE ORDER 2.0-VALENTINE PARK
1 2105.604 DRAANTILE FABRIC SY 562.20 $0.62 562.20 $348.56 562.20 $348.56
2 2451.607 PIPE BEDDING MATERIAL CY 81.90 $27.00 81.90 $2,211.30 81.90 $2,211.30
3 2502.541 4-PERF PE PIPE DRAIN W/SOCK LF 270.00 $0.60 270.00 $162.00 270.00 $162.00
4 SPEC PUMPING LS 1.00 $196.04 1.00 $196.04 1.00 $196.04
5 SPEC LABOR HR 37.32 $78.52 37.32 $2,930.37 37.32 $2,930.37
6 SPEC EQUIPMENT HR 9.33 $230.00 933 $2,145.90 9.33 $2,145.90
7 SPEC SOILTESTING LS 1,G87.50_ $1.00 1087.50 $1,D87.50 1087.50 $1087.50
CHANGE ORDER 1.0-VALENTINE PARK-TOTAL $9,081.67 $9,081.67
BID SUMMARY THIS PERIOD TOTAL TO DATE
SCHEDULE 1.0-VALENTINE PARK-TOTAL $10,515.95 $189,253.46
CHANGE ORDER 1.0-VALENTINE PARK-TOTAL $0.00 $7,617.19
CHANGE ORDER 1.0-VALENTINE PARK-TOTAL $9,081.67 $9,081.67
TOTAL BID SUMMARY THIS PERIOD $19,597.62
TOTAL BID SUMMARY TO DATE $205,952.32
T t: DR7E:
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NT EARNED :................................................... ...............:i:i19 597.62 :;:............ ..............................;:::..205 952.32 ...............................
AM0U $
NED;>::................................................ ................::;::979.88�it�:.............. .................................:...i:'10 297.62.: :...............................
AMOUNT RETAI $ b
MATERIAL ON SITE--- $ 5
MATERIAL DEDU T. ............. .
ii ; :::: ::: : ::C . ...................... .......... .
$0. $0.00 ..................................
............................................... ... »,» ................................::::>177 036.:96: i..............................X.
PREVIOUS PAYMENTS.. b
........................................................... ..............::::18 617.74 :>i............. .................................:::::18 617.74:: :..............................
••NTDUE $
AMOU $
I hereby certify that all items and amounts shown by this pay estimate are
correct for(lie work completed to date.
CONTRACTOR: INTERSTATE PAVEMENT MAINTENANCE
BY:
i
TITLE: fc.i
DATE: LC 2iZ_.
Based on the ENGINEER'S on-site inspections as an experienced and qualified design
professional and on review of application for payment and the accompanying data and
schedules,the ENGINEER has determined,to the best of his knowledge and belief
that the quantities shown by this estimate are correct and that,based ou such inspections
and review,that the work has progressed to the point indicated(subject to an evaluation i
of such work as a functioning Project upon Substantial Completion,to the results of any
subsequent tests required by the Contract Documents,and to any qualifications stated in
his recommendation),and that payment of the amount recommended is due Contractor(S);
but by recommending any payment,the ENGINEER will not thereby be deemed to have
reviewed the means,methods,sequences,techniques,or procedures of construction
or safety precautions or programs incident thereto or that the ENGINEER has made any
examination to ascertain how or for what purpose any Contractor has used the monies 1
paid on account of the Contract Price,or that title to any of the work,materials,or equipment I
has passed to the Owner free and clear of any lien,claims,security interests or encumbrances,
or that the Contractor(s)have completed their work exactly in accordance with the Contract
Documents.
ENGINEER: ELFERING&ASSOCIATES
i
BY: `
i
TITLE: yp -
1
DATE:
Approved by Owner/Commission
CITY OFARDEN HILLS,hIINNESOTA
BY:
i
TITLE:
i
DATE:
END.x1s