4.3.B. SR 12-17-2012 i
Elk REQUEST FOR ACTION
River-
TO
ITEM NUMBER
Mayor and City Council 4.3B
AGENDA SECTION MEETING DATE PREPARED BY
Consent December 17, 2012 Justin Femrite, City Engineer
ITEM DESCRIPTION REVIEWED By
Pay Estimate-Natures Edge Business Park 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. I have reviewed this pay estimate
and find it to be accurate and in accordance with the contract documents. All work on site has been
completed on site. Final turf restoration will be reviewed in the spring.
FINANCIAL IMPACT
PROJECT PAY EST.# CONTRACTOR AMOUNT
Natures Edge Business Center 3 Burschville Construction, Inc. $170,234.50
ATTACHMENTS
• Pay estimate as referenced above
Action Motion by_ Second by Vote
Follow Up
® II E R E 1 1Y
NATURE
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Main Office:
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Phone: 763/427-5860 Fax: 763/427-0520
www haa-inc.com
December 4., 2012
Justin l'emrite, City Engineer
City of Elk River
13065 Orono Parkway
Elk River, MN 55330
RE: Natures Edge Business Center--Pay Estimate #3
Dear Justin:
Attached please find Pay Estimate 113 for the above referenced project. We recommend partial
payment of $170,234.50 as shown on the attached Pay Estimate. The payment includes work
completed to date minus a 2 percent retainage. The major pay items for this estimate include
signage and striping, bituminous wear course construction, concrete trail sections and site
restoration. Please consider placing this request for payment on the next City Council meeting
agenda.
If you have any questions please call me at 763-852-0485,
Sincerely,
liakanson Anderson
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Craig J. J ic um, i soject Engineer
Attachment
cc: Jim Schendel, Burschville Construction, Inc.
PAY ESTIMATE#3
CITY OF ELK RIVER
Natures Edge Business Center-Phase 1
November 30,2012
Honorable Mayor&City Council
City of Elk River
13065 Orono Parkway
P.O.Box 490
Elk River,MN 55330
RE: Natures Edge Business Center-Phase 1
Contractor:Burschville Construction, Inc.
Contract Amount: $1,082,515.88
Award Date:June 20,2012
Dear Honorable Mayor and Council Members:
The following work has been completed on the above-referenced project by Burschville Construction, Inc.
Bid Schedule"A"-Street Construction
ITEM ESTIMATED CONTRACT CONTRACT USED TO
NO. SPEC. ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT DATE EXTENSION
2101.501 CLEARING
111111
1.6 ACRE
1.6 ACRE $2.000.00 $ 320000 111 $ 1609 09
2101 506 GRUBBING ,
$2,000 00 $ 3,200,00 1.8 $ 3,600,00
3 2104.501 REMOVE CURB 152 LIN FT $4 00 $ 608.00 157.5 $ 630.00
4 2104 503 REMOVE CONCRETE PAVEMENT 72 SO FT 54.00 $ 288.00 65,25 $ 341 00
_
2104.505 REMOVE BITUMINOUS PAVEMENT 2 50 Y1) $100.00 $ 200.00 0 $
6 2104.513 SAWING BITUMINOUS!. .VENT(FULL 110 LIN FT $4.00 $ 440,00 95 $ 380.00
MI 2104.601 LANDSCAPE RELOCATION I LUMP SUM $2.0000e $ 2,000,00 1 S 2,000.00
2105.501 COMMON EXCAVATION(EV)(P)
91,218 CU V
2211.501 AGGREGATE BASE CLASS 5(CV)(P)
IR D
$2 821,28
3,315 CU YO .07 $ 188, 91,216 $ 188,821.26
$22,00 $_,..., 72,930.00 3,315 $ 72,930.00
10 Ran MILL BITIJMINOUS SURFAC-E(21 49 SO YD $1100J 539.00 9 $ 99,00
1 1 2357.502 BITUMINOUS MATERIAL Foe TACK COAT 489 GALLONS $3,10 $ 1515,90 400 $ 1,240.00
Mil 2380,501 TYPE SP 12,5 WEARING COURSE MIXTURE(3,13)20"THICK 9,770 SO VD $6.75 $ 65 947.50 9,258 $ 62,491.50
13 2360.501 TYPE SP 12.5 NON WEARING COURSE minuet.:(3,0)2.5"THICK 9,770 SO YO $8.50 5 8304500 9,258 $ 78,693.00
11111 2360 503 TYPE SP 12,5 WEARING COURSE MIXTURE(20)25'THICK 1,700 SQ VD $9.60 $ 16 320.00 1,,656 $ 15,897.60
15 2511,501 RANDOM RIPRAP CLASS IV 33,3 CU YO $90130 S 2,997,00 53 $ 4,770.00
16 2515.604 ARTICULATED BLOCK MAT CLOSED CELL TYPE 3 164 SO YO $8500 $ 13.940.00 156'5 $ 13,302.50
17 2531.501 CONCRETE CURB 8,GUTTER DESIGN 8618 4,855 LIN FT $8.95 $ 41452.25 4,891.5 $ 43,778.93
18 2531.507 8"CONCRETE DRIVEWAY PAVEMENT 288 SO FT $850 $ 1,872.00 307-5 $
19 2531.618 TRUNCATED DOMES 88 SO FT $26.00 $- 228800 99 $ 2288,00
20 2531.618 PEDESTRIAN CURB RAMP 922 SO FT $4,85 S 4473.70 670 $ 3,249.50
21 2535.501 BITUMINOUS CURB 302 LIN FT 57,50 5 2.26500 308 $ 2,31000
.
22 2564,531 SIGN PANEt.,S TYPE C 62.0 SO FT $35.25 $ 2,185.50 62 2.185,50-
23 2573.502 SILT I ENCE,1 YPE MACHINE SLICED 4,120 LIN H $1.50 $ 6,180.00 5,953 $ 8,929,50
24 2571530 STORM DRAIN INLET PROTECTION DEVICE 21 EACH $125.00 S 2.625.00 17 $ 2,125.00
5 2573.602 TEMPORARY ROCK CONSTRUCTION ENTRANCE 1 EACH 51,000.00 $ 1 000.00 1 s 1,500.00
......._
26 2575.502 SEED MIXTURE 240 1,615 POUND $5.00 S 8,075.00 1,550 $ 775000
27 2575.511 f,AULCI I MATERIAL 1 YPE 1 43.0 TON $210.00 $ 9,030.00, 41.85 $ 8,788.50
_.....,
2$ 2575.523 EROSION CONTROL BLANKETS CAT EGORY 3 1,000 SQ YD $1 25.J.. 1 250.00 3,1)55 $ 3,818.75
29 2575.532 FERTILIZER TYPE 1 6,450 POUND $066 $ 4092.50 6,800 $ 4,290.00
.,.........
30 2575,601 EROSION CONTROL i LUMP SUM $1,000.00 $ 1.00000 1 $ 1.000.00
....._......„..,......_______ _..........._
31 2582501 4"SOLID UNE WHIT E-EPDXY 167 LIN FT $0 60 S 10020 0 $ -
32 2582.501 4"DOUBLE SOLID LINE YELLOW.EPDXY 1,247 LIN FT J $1.15 $ 1,434.05 1,215 $ 1.39125
33 ... 2582.503 CROSSWALK MARKING-EPDXY 360 SOFT - 15 $ 414 00 1 126 $ 144.90
.
Total Bid Schedule"A" $ 547 826 86
,.........-- :-...... $ 543 850.44
S.WfunicipaMelkriverSER301 N Pay Esiirnatemer301pe,xls PE-1
PAY ESTIMATE#3
CITY OF ELK RIVER
Natures Edge Business Center-Phase.1
Bid Schedule"B"•Storm Sewer
I EM ESTIMATED CONTRACT CONTRACT USED TO
NO 1111 ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT DATE EXTENSION
.,.........„„--
34
2412602 sui.KnEAn 7 EACH $350.00 $ 2 450.00 7 $ 2,450.00
„„___..„_. ................. ..,...._... .. . . .. ......m............ ._........,.....
2501,515 15'RC PIPE APRON 2 EACH $60000 $ 1,20000 2 $ 1200 00
lell 2501.515 42 RC PIPE APRON ------- 1 EACH $2,250.00 $ 2250.00 1 , 5 2,25000
37 2503.511 30 CP PIPE SEWER 315 LIN ET $5240 S 16.506.00 315 $ 10,500,00
8
2503.511 36"Cl'PIPE SEWER 283 LIN FT $64.40 S 18.225,20 283 _ $ 18,225,20
9 2503.541 15'RC PIPE SEWER DESIGN 3006 CL V 803 LIN FT $23.00 $ 18,46900 BOO $ 18,607 00
40 2503.541 18"RC PIPE SEWER DESIGN 3006 Ct. 525.25 $III 148 LIN FT 3.737.00 155 I $ 3.913,75
lire 2503.541 21"RC PIPE SEWER DESIGN 3006 CL III 14 i LIN Ft $32.00 $ 448.00 18 $ 576,00
42 2503.541 24"RC PIPE SEWER DESIGN 3006 CL III 184 LIN FT $31,00 $ 0,70400 184 $ 5,704.00
43 2503.541 27"RC PIPE SEWER DESIGN 3006 CL Ili 39 LIN FT $41.00 $ 1 599.00 39 S 1,5....9..00
44 _2503.541_42"RC PIPE SEWER DESIGN 3006 CI.III 21 LIN FT $100.00 5 2 100.00 21 5 2,100.00
5 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN SPECIAL(2 X 3) 13.7 LIN FT
$277.40 $ 3,800,38 14.46 _Ap11 20
46 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 48-4020 50.2 LIN FT $304.60 5 15,290.92 50,39 5 15,348.79
$
2506,502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 54-4020 15.2 LIN FT $332,25 $ 5,050.20 15.45 $ 5,13326
48 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 60.4020 16.6 LIN FT $321.70 $ 5,340.22 17.15 $ 5.517.16
49 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 72-4020 9 LIN FT 5396.15 5 3,565.35 8-85 $ 16.05,93
50 2506.502 CONSTRUCT DRAINAGE STRUCTURE DESIGN 64-4020 5.8 LIN FT $670.00 $ 3 886 00 5.92 $ 3,966,40
gm 2506.516 CASTING ASSEMBLY 21 . EACH $475.00 5 9,975.00 21 $ 0.975.00
Total Bid Schedule"B" $ 119 596 27 ,,,i,_ 120,588.69
Bid Schedule"C"-Sanitary Sewer
ITEM ESTIMATED CONTRACT CONTRACT USED TO
NO, ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT DATE EXTENSION
52A 2502.603 WELDED STEEL PIPE-JACKED 50 LIN FT 538000 $ 18 000.00 50 $ 18,000.00
52 2503,511 8"PVC PIPE SEWER SDR 35 835 LIN FT $21.25 $ 11,743.75 836 S 17.765.00
.......____
53 2503.511 12"PVC PIPE SEWER SDR 35 1,486 TIN FT $27,00 5 40,122.00 1,481 $ 38,987,00
54 2501602 6'PVC PIPE PLUG-SEVVER 4 EACH $50.001 5 200.00 „... 4 $ 200.00
...
55 2503.602 8"PVC PIPE PLUG-SEWER 1 EACH $75.00 $ 75.00 1 $ 75.00
56
2503.602 12'PVC PIPE PLUG-SEWER 1 EACH $100.00 $ 100.00 1 $ 100,00
57 2503.602 CONNECT TO EXISTING SANITARY SEWER 1 EACH $1,500 00 $ 1,500,00 1 $ 1.500.00
56 2503_603 6"PVC SANITARY SERVICE PIPE SCR 26 211 UN FT $20.50 $ 4.325.50 218 $ 4.46900
59 2503.603 CLEAN AND VIDEO TAPE PIPE SEWER 2,321 LIN FT SI 251$ ..2,901,25 2,317 5 2,896.25
60 2506.503 CONSTRUCT SANITARY STRUCTURE DESIGN 48 4007(0-12, 11 EACH $2,400.00 $ 26 400.00 11 $ 26,400.00
61 2506.503 CONSTRUCT EXTRA DEPTH SANITARY STRUCTURE(>12') 46.9 LIN FT $95.00 $ 4.455.50 5001 s 5,377.95
62 2506,516 CASTING ASSEMBLY 11 EACH $4 4.675.00 11 5 4675.00
25,00 S
Total Bid Schedule"C" ..$ 120,498.00 S 121,445.20
Bid Schedule"0"•Watermain
ITEM MI ESTIMATED CONTRACT CONTRACT USED TO
NO, ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT DATE EXTENSION
63 2503.608 DUCTILE IRON FITTINGS 5,375 POUND $2.75 $ 14281.25 5,619 15,452.25
64 2503.608 6"WATERMAIN DUCTILE IRON CL 52 156 LIN FT $26.50 4 134.00 152 $ 4028.00
65 2503.608 8"WATERMAIN DUCTILE IRON CL 62 1,307 LIN FT $32,50 5 42,477.50 1,307 $ 42,477 50
2503.608 16 WATERMAIN DUCTILE IRON CL 52
2504.602 6"GATEVALVE AND BOX
_.........._.............._.._...._ 1.328 LIN FT
7 EACH $6525 5
$ 68,022.25
85'15,00
68 2504402 8"DA-1E VALVE AND BOX 6 EACH $1 675 00 $ 10 050.00 S 8,375.00
:-....,
69 2504,602 16"BUTTERFLY VALVE AND BOX 3 EACH 52,825.00 $ 8,475.00 5 8.47500
$1,225.00 $ __8:6557:25.0000. 1,349 $
70 2504-602 CONNECT TO EXISTING WA I ERFAAIN 2 EACH $2,250.00 $ 4,500.00 S 6750.80
71 2504.602 HYDRANT 6 EACH 53,200.00 $ 19 200.00 6 $ 19,200.00
Total Bid Schedule"0" 5 198 844 75
„„,•-•„,...,-,,,,,....t.„....:-. $ 201 355 00
,.....,-.......
SAMunicipalkAelkrivertER3011Pay Estimatealer301pe.xls PE-2
PAY ESTIMATE#3
CITY OF ELK RIVER
Natures Edge Business Center-Phase'I
Bid Schedule"E.".Mobilization,Dewatering and Traffic Control ESTIMATED
ITEM E CONTRACT CONTRACT USED TO
NO. ITEM DESCRIPTION QUANTITY Y UNIT UNIT PRICE AMOUNT DATE EXTENSION
--,..—.....„.„..w.„—„,.....
_72 2021 501 MOBILIZATION I LUMP SUM $20 000 00 5 20 000 00 1 $ 20,000.00
73 2105.601 DEWATERING I LUMP SUM $75 75000.00 I S Tspo oo
.000 00 S
74
2563.601 TRAFFIC CONTROL 1 LUMP SUM , $750.00 $ 75000 1 $ 750.00
Total Bid Schedule"6" $ 95 750 00 $ 95250.00
E....L.....
Bid Schedule"A" S $47,826.86 $ 543,850.44
Bid Schedule'8 $ 119,596.27 $ 120,588.69
Bid Schedule"C' $ 120,498.00 $ 121,445.20
Bid Schedule"D" $ 1982844.75_ $ 201,355.00
Bid Schedule'E" $ 95,750.00 $ 95250.00
Total Work Completed to Date $ 1,082,515.88 $ 1,082,989,33
Less 2%Relainage $ ?1,659.79
Less Pay Estimate 1 $ 407,133.38
Less Pay Estimate 2 $ 419,961.66
WE RECOMMEND PAYMENT OF: $ _ 17923.152...
APPROVALS:
CONTRACTOR: BURSCHVILLE CONSTRUCTION,INC.
Certificatign by Contractor: I certify that all items and amounts are correct for the work completed to date.
AL I „,e,".t
Signed: " ... . A,
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2,---,
Ti .
tle. 4,,,,,i-, 4.4.44a4.-1 Date /1:.,),
ENGINEE* HAKANS N . DERSON
Certific ion by Eng'lee e recommend payment for work and quantities as shown.
I
Signed' 1
Title: (# . Date tit'
Et4,7
OWNER: CITY OF ELK RIVER
Signed: ....„
Title: Date
SAMunicipaMelkriveriER301kPay Estimatesler301pe.xls PE-3