4.2.B SR 09-17-2012 City 4of
Eflk REQUEST FOR ACTION
V
TO ITEM NUMBER
Mayor and City Council 4.2B
AGENDA SECTION MEETING DATE PREPARED BY
Consent September 17,2012 Justin Femrite, City Engineer
ITEM DESCRIPTION REVIEWED By
Pay Estimate-Natures Edge Business Center Cal Portner, City Administrator
REVIEWED BY
ACTION REQUESTED
The City Council is asked to approve the pay estimate as described below.
BACKGROUND/DISCUSSION
Listed below is a pay estimate that has been submitted for approval. The pay estimate has been reviewed
by staff and found to be accurate and in accordance with the contract documents.
FINANCIAL IMPACT
PROJECT PAY EST. # CONTRACTOR AMOUNT
Natures Edge Business Center 1 Burschville Construction, Inc. $407,133.38
ATTACHMENTS
■ Pay estimate as referenced above
Action Motion by Second by Vote
Follow Up
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Main Office:
3601 Thurston Avenue, Anoka, MN 55303
Anderson Phone: 763/427-5860 Fax:763/427-0520 35
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www.haa-inc.com
10, 2012
Justin Femrite, City Engineer
City of Elk River
13065 Orono Parkway
Elk River,MN 55330
RE: Natures Edge Business Center—Pay Estimate#1
Dear Justin:
Attached please find Pay Estimate #1 for the above referenced project. We recommend partial
payment of$407,133.38 as shown on the attached Pay Estimate. The major pay items for this
estimate include site grading and sanitary sewer and watermain construction. Please consider
placing this request for payment on the September 17, 2012 City Council meeting agenda.
If you have any questions please call me at 763-852-0485.
Sincerely,
Hakanson Anderson
LAd
Craig J. J h ,Pr ject Engineer
Attachment
cc: Jim Schendel,Burschville Construction, Inc.
PAY ESTIMATE#1
CITY OF ELK RIVER
Nature's Edge Business Center-Phase 1
September 5,2012
Honorable Mayor&City Council
City of Elk River
13065 Orono Parkway
P.O.Box 490
Elk River,MN 55330 I
i
RE: Natures Edge Business Center-Phase 1 I
Contractor:Burschvllle Construction,Inc.
ContractAmount: $1,082,515.88
Award Date:June 20,2012
Final Completion Date:October 5,2012
Dear Honorable Mayor and Council Members:
The following work has been completed on the above-referenced project by Burschvllle Construction,Inc,
Bid Schedule"A"-Street Construction
ITEM ESTIMATED CONTRACT USED TO
NO. SPEC. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE CONTRACT AMOUNT DATE EXTENSION
1 2101.601 CLEARING 1.60 ACRE $2000.00 $ 3200,00 1,8 $ 3600.00 '..
2 2101.506 GRUBBING 1.60 ACRE $2000.00 $ 3200,00' 1.8 $ 3600,00
3 2104.501 REMOVE CURB 152 LIN FT $4,00 $ 608.00 $
4 2104.503 REMOVE CONCRETE PAVEMENT 72 SOFT $4,00 $ 288.00 $
6 2104.505 REMOVE BITUMINOUS PAVEMENT 2 SO YD $100,00 $ 200,00 $
6 2104.513 SAWING BITUMINOUS PAVEMENT(FULL DEPTH) 110 LIN FT $4,00 $ 440.00
7 2104,601 LANDSCAPE RELOCATION 1 LUMP SUM $2,000.00 $ 2,000,00 $
B 2105,501 COMMON EXCAVATION(EV)(P) 91,218 CU YD $2.07 $ 188 821,26 54,730 $ 113,291A0
9 2211.501 AGGREGATE BASE CLASS 5(CV)(P) 3,315 CU YD $22,00 $ 72 930.00 $
10 2232.501 MILL BITUMINOUS SURFACE(2") 49 SQ YO $11.00 $ 539.00 $
11 2357.502 BITUMINOUS MATERIAL FOR TACK COAT 489 GALLONS $3.10 $ 1,515.90 $
12 2360.501 TYPE SP 12,5 WEARING COURSE MIXTURE(3,B)2.0"THICK 9,770 BO YD $6,75 $ 65 947.50 $
13 2360.501 TYPE SP 12.5 NON WEARING COURSE MIXTURE(3,B)2.5"THICK 9,770 SO YO $8,50 $ 83 045,00 $
14 2360.503 TYPE SP 12.5 WEARING COURSE MIXTURE(2,B)2.5"THICK 1,700 SO YD $9,60 $ 16 320.00 $
15 2511.501 RANDOM RIPRAP CLASS IV 33.3 CU YD $90.00 $ 2,997.00 $
16 2515.604 ARTICULATED BLOCK MAT CLOSED CELL TYPE 3 164 SQ YD $85.00 $ 13 940.00 $ "!
17 2531.501 CONCRETE CURB&GUTTER DESIGN B618 4,855 LIN FT $8,95 $ 43 452.25 $
18 2531.507 8"CONCRETE DRIVEWAY PAVEMENT 288 SO FT $6.50 $ 1,872.00 $
19 2531.616 TRUNCATED DOMES 88 SQ FT $26.00 $ 2,288.00 $
20 2531.618 PEDESTRIAN CURB RAMP 922 SOFT $4,85 $ 4,471.70 $
21 2535,501 BITUMINOUS CURB 302 LIN FT $7.50 $ 2,265.00 $
22 2564.531 SIGN PANELS TYPE C 62.0 SO FT $35.25 $ 2,186.60 $
23 2573,502 SILT FENCE,TYPE MACHINE SLICED 4,120 LIN FT $1,50 $ 6180.00 4 161 $ 6,241.50
P4 2573.530 STORM DRAIN INLET PROTECTION DEVICE 21 EACH $125.00 $ 2625.00 $
25 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE 1 EACH $1,000.00 $ 1,000.00 $
26 2575.502 SEED MIXTURE 240 1,615 POUND $5.00 $ 8,076.00 $
27 2575.511 MULCH MATERIAL TYPE 43,0 TON $210.00 $ 9030.00 $
28 2575,523 EROSION CONTROL BLANKETS CATEGORY 3 1,000 SQ YD $1,25 $ 1,250.00 $
29 2575.532 FERTILIZER TYPE 1 6,450 POUND $0.65 $ 4,192.60 $
30 2575,801 EROSION CONTROL 1 LUMP SUM $1 000.00 $ i'000.00 $
31 2582.501 4"SOLID LINE WHITE-EPDXY 167 LIN FT $0.60 100.20 $
32 2582.501 4"DOUBLE SOLID LINE YELLOW-EPDXY 1,247 LIN FT $1.15 1 434.05 $
33 2582.503 CROSSWALK MARKING-EPDXY 360 SOFT $1,161$ 414.00 $
Total Bid Schedule"A" j_547,826.86_ _$ 126,73
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PAY ESTIMATE 01
CITY OF ELK RIVER
Nature's Edge Business Center-Phase 1
Bid Schedule"B"-Storm Sower
ITEM I I ESTIMATED CONTRACT USED TO
NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE CONTRACT AMOUNT DATE EXTENSION
34 2412.602 BULKHEAD 7 EACH $350,00 $ 2.460.00 $
35 2501.515 15"RC PIPE APRON 2 EACH $600.0ol$ 1.200.00 $
36 2501.515 42"RC PIPE APRON 1 EACH $2.260.00 $ 2,250.00 $
37 2503.511 30"CP PIPE SEWER 315 LIN FT $52.40 8 16 506.00 $
38 2603.611 36"CP PIPE SEWER 283 LIN FT $64,40 $ 18 225.20 $
39 2503.541 16"RC PIPE SEWER DESIGN 3006 CL V 803 LIN FT $23.00 $ 18 469.00 $
40 2503.541 18"RC PIPE SEWER DESIGN 3006 CL III 148 LIN FT $25,25 $ 3,737.00 $
41 2503,541 21"RC PIPE SEWER DESIGN 3006 CL III 14 LIN FT $32.00 $ 448.00 $
A2 2503.541 24"RC PIPE SEWER DESIGN 3006 CL III 184 LIN FT $31,00 $ 5.704.00 $
43 2503.541 27"RC PIPE SEWER DESIGN 3006 CL III 39 LIN FT $41,00 $ 1,599.00
44 2503.541 42"RC PIPE SEWER DESIGN 3006 CL III 21 LIN FT $100.00 $ 2100.00 $
45 2506.602 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL(2 X 3) 13.7 LIN FT $277.40 $ 3,800.38 $
46 2606.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 40.4020 60.2 LIN FT $304.60 $ 15 290.92 $
47 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 54-4020 16.2 LIN FT $332.25 $ 6.050.20 $
48 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60.4020 16.6 LIN FT $321.70 $ 6,340.22 $
49 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72.4020 9.0 LIN FT $396,15 $ 3,565.35
50 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 84-4020 5.8 LIN FT $670.00 $ 3,88B4O0 $
51 2508.516 CASTING ASSEMBLY 21 EACH $475.00 $ 9,975,00 $
Total Bid Schedule"B" $ 119,596.27 $
Bid Schedule"C"• anitary Sewer
ITEM ESTIMATED CONTRACT USED TO
NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE CONTRACT AMOUNT DATE EXTENSION
52A 2502,603 WELDED STEEL PIPE-JACKED 60 LIN FT $360.00 $ 18 000,00 50 $ 18,000.00
62 2503.611 8"PVC PIPE SEWER SDR 36 835 LIN FT $21.25 $ 17 743.76 726 $ 16 406.25
53 2503.611 12"PVC PIPE SEWER SDR 35 1,486 LIN FT $27,00 $ 40122.00 689 $ 24 003.00
54 2503.602 6"PVC PIPE PLUG-SEWER 4 EACH $50.00 $ 200.00 4 $ 200.00
55 2603.602 S"PVC PIPE PLUG-SEWER 1 EACH $75.00 $ 75.00 $
56 2503,602 12"PVC PIPE PLUG-SEWER 1 EACH $100.00 $ 100.00 $
57 2503,602 CONNECT TO EXISTING SANITARY SEWER 1 EACH $1,500.00 $ 1,500.00 1 $ 1,500.00
58 2503,603 6"PVC SANITARY SERVICE PIPE SDR 26 211 LIN FT $20.50 $ 4,326.50 21B $ 4,469.00 '..
59 2503.603 CLEAN AND VIDEO TAPE PIPE SEWER 2,321 LIN FT $1.251$ 2,901.25 $
60 2506.503 CONSTRUCT SANITARY STRUCTURE DESIGN 48.4007(0-12') 11 EACH $2.400,001$ 20,400.00 7 $ 16 800.00
61 2506.503 CONSTRUCT EXTRA DEPTH SANITARY STRUCTURE(>12') 46.9 LIN FT $95.00 $ q 455.60 40.13 $ 3,812.35
62 1 2506.518 ICASTING ASSEMBLY 11 EACH $425.001$ 4,675.00 $
Total Bid Schedulo"C" $ 120,499.00 $ 84,190.60
Bid Schedule"D"-Watermain
ITEM ESTIMATED CONTRACT USED TO
NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE CONTRACT AMOUNT DATE EXTENSION
63 2503.608 DUCTILE IRON FITTINGS 5,375 POUND $2,76 $ 14 781.25 3,445 $ 9,473.76
64 2503.608 6"WATERMAIN DUCTILE IRON CL 52 156 LIN FT $26.50 $ 4,134.00 139 $ 3,683.50
65 2503.608 8"WATERMAIN DUCTILE IRON CL 52 1,307 LIN FT $32.50 $ 42 477.50 1,077 $ 35 002.50
68 2503.608 16"WATERMAIN DUCTILE IRON CL 52 1,328 LIN FT $65.25 $ 86 652.00 774 $ 50 503.50
67 1 2504,602 6"GATE VALVE AND BOX 7 EACH $1,225.00 $ 6,575.00 4 $ 4,900.00
68 2504.602 8"GATE VALVE AND BOX 6 EACH $1,675.00 $ 10 050.00 4 $ 6,700.00
69 2504.602 16"BUTTERFLY VALVE AND BOX 3 EACH $2,826.00 $ 13,475.00 2 $ 6 650.00
70 2504.602 CONNECT TO EXISTING WATERMAIN 2 EACH $2,250.00 $ 4 500.00 3 $ 6,7%00
71 2504.602 HYDRANT. 6 EACH
$3,200.00 $ 19 200.00 3 $ 9,600.00
Total Bid Schedule"D" $ 198,844.75 $ 132,263.26
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PAY ESTIMATE 91
CITY OF ELK RIVER
Nature's Edge Business Center-Phase 1
I
Bid Schedule"E"-Mobilization Dowatering and Traffic Control
ITEM ESTIMATED CONTRACT USED TO
NO. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE CONTRACT AMOUNT DATE EXTENSION
72 2021.501 MOBILIZATION 1 LUMPSUM $20000.00 $ 20000.00 0.5 $ 10000.00
73 2105,601 DEWATERING 1 LUMP SUM $75,000.00 $ 75 000.00 1.0 $ 75 000.00
74 2563.601 TRAFFIC CONTROL 1 LUMP SUM $750.00 $ 750.00 0.5 $ 375.00
Total Bid Schedule"E" _$ 85,750.00 $ 85,375.00
Bid Schedule"A" $ 547,826.86 $ 126,732.60
Bid Schedule"B" $ 119,596.27 $
Bid Schedule"C' $ 120,498.00 $ 84,190.60
Bid Schedule"D" $ 198,844.76 $ 132,263,25
Bid Schedule"E" $ 95,750.00 $ 85,375.00
TOTAL $ 1,082,515.88 $ 428,561.45
Total Work Completed to Date $ 428,561.45
LESS 5%RETAINAGE: $ 21,428.07
WE RECOMMEND PAYMENT OF: $ 407,133.38
I
APPROVALS:
CONTRACTOR: BURSCHVILLE CONSTRUCTION,INC.
Certification by Contractor: I certify that all i ms and amounts are correct for the work completed to date,
Signe . c3
Title: Date 7 ~ Co
i
ENGINEER: H ANSON DERS N
Certification r o mend payment for work and quantities as shown.
Signed• l
Title: tr _ i" �e 414v-- Date
OWNER: CITY OF ELK RIVER
Signed:
Title: Date
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