ITEM 3.8A Mason Ave/Martin Farms Ave^"
OtCITY OF
MINNESOTA 9
Request for
City Council Action
RECOMMENDATION:
RE UE TOR:
City Engineerl a ver
MEETING DATE:
June 10,. 2013
ORIGINATING DEPARTMENT:
Public Works
PRE ENTE s):
City Engineer Wagner ner
REVIEWED BY:
ity Administrator Johnson
ITEM ##:
3,8A
RECOMMENDATION:
City Staff Recommends final payment in the amount of$6.,623.49 for the construction of 701h Street
from Marlowe re Av nue to Martin Farms Avenue. Payment is to Fehn Companies.
ARE YOU SEEKING APPROVAL OF A CONTRACT?
ED?
IS A PUBLIC HEARING REQUIRED?
No
No
BA KGROU DIJU TIF[CATION:
01h Street is complete. All that had remained was verification that the boulevard area established
acceptable turf.
SUPPORTING DOCUMENTS: X ATTACKED NONE
0 Final Pay Estimate ##
MOTION: {Please word motion as you would like It to appear in the minutes.
Motion to approve final payment to Fehn Companies in the amount of $6,623.49 for construction of 701h
St from Harlow Avenue to Martin Farms Avenue.
BUDGET INFORMATION
FUNDING: BUDGETED: X `SES
Municipal State Aid
11 NO
ACTION TAKEN
p
APPROVED AS REQUESTED ❑ DEFIED oTABLED ❑ OTHER (List changes)
COMMENTS:
FINAL PAY ESTIMATE
CITY F1 SEGS}
0th Street ConstruGfion Project
Juno 31 2013
Honorable Mayor & City Council
City of Otsego
8899 Nashua Avenue NE
Otsego, MN 65330
RE: 70th Street Gonstructlon
Contractor: Fehn Companles, Inc,
Contract Amount: $359,857,61
Award Date; February 17, 2012
Complatlen Date: August 1, 201
Dear Honorable Mayor and Council ambers:
The f lloWng work has been completed on the above -referenced project by Fehn Cornpanle , Inc.
Bid Schedule "'All
iI
No,
ITEM DESCRIPTION
TI �#
QUANTITY
UNIT
UNIX PRICE ONTRAOT AMOUNT
T+
DATE
EXTENSION
1
MOBILIZATION
1
LUMP SUM
$4,892.00
4,092.00
1
4,892.00
REMOVE VE CONCRETE CURB
121
LIN FT
$3.60 $
423.60
130 $
465.00
REMOVE WATERMAIN
40
LIN FT
$18.34 $
612.00
26
382,50
4
REMOVE BITUMINOUS PAVEMENT
210
SQYD
$3,50 $
735.00
210
735.04
5
REMOVE CONCRETE PAVEMENT
17
SQYD
N0.00 $
340,00
28 $
680.00
REMOVE PERMANENT B RR I CADE
2
EACH
$50.00 $
100,00
2 $
100.00
7
SAWING BITUMINOUS PAVEMENT FULL DEP
77
LII FT
$450
346.50
77 $
346.60
8
SALVAGE SIGN
1
EACH
$25.60 $
26.60
1 $
25.50
9
COMMON EXCAVATiON (P)
CU YD
$5.80 $
35,002.00
8,364
36 002.00
10
MUCK EXCAVATION E
20D
CU YD
$10.04 $
2,000.00
910 $
9,104.00
11
IAGGREGATE DAR CLASS 3 MODIFIED
9,746
TON
$6.92 $
37 688.32
7,109
42 085.28
12
AG GREGATE BAS CLASS 5 100° RU8HP 0
2t386_
TON
$14.56
34,740.16
2p442
35,655.62
13
MILL BITUMINOUS SURFACE (2�1
18
SQ YD
$35,70
042.60
18 $
342.60
14
BITUMINOUS INOUS M TE IAL FOR TACIT COAT
296
GALLON
$2.60 $
740.00
220
550.00
16
ITYPE SP 0.5 WEARING COURSE MIXTURE (3.1
717
TON
$62.73
44 977.41
608194 $
38,198.81
16
TYPE SP 12.3 MON WEARING COURSE MI CTU
896
TON
L61.71 $
55,292,16
822.00 $
60,726.62
17
4" PERF PE PIPE DRAIN
123
LIN FT
$15.34 $
1,B81.90
180
2,754.00
18
1W RO PIPE SEWER DESIGN 3006 CLASS
670
LIN FT
$26.62 3
15,116.40
570 $
16 116.40
19
18u RC PIPE SEVVER DESIGN 30M CLASS 111
764
LIN FT
$26.56
21 534.24
764
21 534,24
20
21" RC PAPP SEWER DESIGN 3006 CLASS 111
10
LIN FT
X10.80 $
408,00
8 $
326.40
21
CONNECT T EXISTING STORM SEWED
1
EACH
$387.00 $
357.00
1 $
357.00
22
6" DUCTILE IRON PIPE SEWED CLASS 52
10
LIN FT
$51.00 $
6%00
20 $
1,020.
23
6" DUCTILE IRON PIPE SEWER CLASS 52
100
LIN FT
$57.63
5,763-00.
80 $
4,810.40
24
18" DUCTILE IRON P ( PE S EVVE R CLASS 52
90
LIN FT
$95.12 $
8,580.80
9
8,761.04
26
V IN U ATI N
4
SQYD
$W.76 $
165.04
4 $
165.04
25
IDUCTILE IRON FITTINGS
1;03-5
POUND
$3.06 $
3,167.10
1,036
3,167.10
27
CONNECT T EXISTING W TER. AIN
1
EACH
$510-004_5i0.00
i $
510.00
28
6" CATS VALVE AND BOX
1
EACH
$1,020.00 $
1,020.00
1 $
1,020.00
29
GATE VALVE D D
I
EACH
$1,479.00
1{478.00
1
'I 479+00
30
�8�'°
F #1
DR NT
i
EACH
$2,754,00 $
764.0
L {
2,7rA.00
31
rONSTRU CT DRAI NAGE STRUCTURE DESICf
23
LIN FT
$266.22 $
ID, 423.08
23 $
8 123.08
32
GONSTRUCT DRAINAGE STRUCTURE DE81
6
LIN FT
$214.20
1,265.20
5 $
1,265.20
33
CONSTRUCT DRAINAG5 STRUTIJREIOI`
0
LIN FT
257.04f§
1 p642.24
6 $
1,642.24
34
GASTING ASSEMBLY
8
EACH
$581,40
4,651M
8
4,65 x.20
36
B"' C NCRETE WALK
105
S FT 1
$6.60
693.14
207 $
1,3W.20
FINAL PAY ESTIMATE
CITY OF OTSEGO
70th Street Construction Project
M14 .-hdnflliia 1110
ITEM
NO,
ITE41 DESCRIPTION
ESTIMATED
QUANTITY
UNIT
CONTRACT
UNIT PRICE CONTRACT AMOUNT
USED TO
DATE
E TFINSION
33
CONCRETE CURB 8, GUTTER DESIGN 5018
2,334
LIN FT
$9.03
070.02
2,354
21,258.02
37
TRUNCATED DOMES
1e
SCS FT
$30.60 $
439,04
S $
244.80
3B
PERMANENT BARRICADES
16S
LIN FT
$10,00
1,680.00
188 $
1,630.00
39
GUIDE POST TYPE B
2
EACH
$33.26
76.60
76.60
46
TRAFFIC CONTROL
1
LUMP SUM
$510.00 $
510,00
1
610.00
41
SIGN PANELS TYPE C
32
SQ FT
$29.89 $
956.48
32.25
M.95
42
[N STALL SIGN
1
EACH
$96.90 $
98,94
1
96.90
43
SILT FEW TYPE WCHI E SLICED
2,426
LIN FT
$1.46 $
3,689.00
2,414
3,572.72
44
STORM DRAIN INLET PROTECTION
8
EACH
$102.0 $
814,00
816,00
45
TEMPORARY ROCK CONSTRUCTION ENTRAIN
i
EACH
$1,000,00
1,0 .00
0
46
EROSION CONTROL BLANKETS CATEGORY 3
100
S YD
$2.04
204.00
0
-
47
EROSION CONTROL
i
LUMP SUFI
_1115%0-00
1,6N.00
1
1.6m,00
48
TURF ESTABLISHMENT
1.6
ACRE
W6.00
1'3G5.60
1.60
1,305.60
+49
4" $01.ID LINE WHITE - EPDXY
2,119
LIN FT
$0.30
885.70
x,097
629.10
6
4' DOUBLE BOLD LINE YELLOW - EPDXY
1'M8
LIN FT
$4.01
$45.38
1,055
843.E
Bid Schedule "'AA'
TOTAL
Total Work Completed to Date
LESS PAY ESTIMATE ATE I
LESS PAIS ESTIMATE #
LESS PAY ESTIMATE
LESS PAY ESTIMATE ## 4
AVE RECOMMEND END FINAL PAYMENT OF.
Total aid S 11edulo "A" 364,667.61 33 6
350+657.61
Please verify the amount of previous payments, and the recelpt of the following items poor to making payment.
1. Sertil~tcate of claims payment (lien waiver),
. Affidavit of payment of States taxes (MPJ State TAX Form IC 134),
3, Letter of consent from surety fart.
APPROVAL.
CONTRACTOR-. R. FEND COMPANIES, INC.
Certiltcation by Contractor; I "My that all items Band amounts are correct for the work completed to slate.
S19ned:
Title: Lute
ENGINEER: HAKANSON ANDERSON
Certification by Engineer: 1#w!a re m e final payment for work and quantitles as shoven.
Signed:
Tltle: '° Date
1NI�l: CITY OF OTSEGO
19ned:
Tike:
mate
5: 1unlcJpaM TSEG MTay EstimatesW386pe,xls PE -2
331,174.69
'l#7,9
$ 331,174.59
106,344.94
1
62,690.06
$ K480.33
11 L135.7 3557 1
61623.49