4.3. SR 12-19-2016 Eclty1� ,.,�� Request for Action
River
To Item Number
Mayor and City Council 4.3
Agenda Section Meeting Date Prepared by
Consent December 19, 2016 Justin Femrite P.E., City Engineer
Item Description Reviewed by
Pay Estimates Lori Ziemer, Finance Director
Reviewed by
Cal Portner, City Administrator
Action Requested
Approve,by motion, the pay estimates as detailed below
Background/Discussion
The following pay estimates have been reviewed and found to be accurate and in accordance with the
approved contract.
Financial Impact
PROJECT PAY EST. # CONTRACTOR AMOUNT
WWTF Improvements 25 Rice Lake Construction Group $467,283.53
2015 Street Improvements Final North Valley,Inc. $132,262.83
Eastern Area Trail and Mobility Final U.S. Sitework $81,454.68
Attachments
■ Pay Estimates
POWERED 6T
Template Updoted 4/14 INAWRE1
g:\elk river\t21.106811_ramsey\8_construction_phase\pay requests\pay app 25\femrite pay app 25.docx
December 6, 2016
Mr. Justin Femrite, P.E.
City Engineer
City of Elk River
13065 Orono Parkway
Elk River, MN 55330
RE: Elk River WWTF
WWTF Improvements Project
Project No.: T21.106811
Dear Justin:
Please find enclosed Pay Application No. 25 for the above referenced project. I have reviewed the Pay
Application and find it to be complete and in order. I recommend that payment be made in the amount
shown. If you agree, please sign and return one signed copy to the Contractor with payment and one to
me for our files.
If you have any questions on the above, please call.
Sincerely,
BOLTON & MENK, INC.
Seth A. Peterson, P.E.
Project Manager
Cc: Tej Bala, Bolton & Menk, Inc.
Enclosures
CONTRACTOR'S PAY REQUEST
DISTRIBUTION:
2015 STREET IMPROVEMENTS
CONTRACTOR (1)
CITY OF ELK RIVER
OWNER (1)
SAP 204-135-001, 204-107-007, 204-114-003, 204-116-002
ENGINEER (1)
BMI PROJECT NO. N15.108340
BONDING CO. (1)
TOTAL AMOUNT BID PLUS APPROVED CHANGE ORDERS
$3,953,239.73
TOTAL, COMPLETED WORK TO DATE
$4,038,191.27
TOTAL, STORED MATERIALS TO DATE
$0.00
DEDUCTION FOR STORED MATERIALS USED IN WORK COMPLETED
$0.00
TOTAL, COMPLETED WORK & STORED MATERIALS
$4,038,191.27
RETAINED PERCENTAGE ( 0%)
$0.00
TOTAL AMOUNT OF OTHER PAYMENTS OR (DEDUCTIONS)
$0.00
NET AMOUNT DUE TO CONTRACTOR TO DATE
$4,038,191.27
TOTAL AMOUNT PAID ON PREVIOUS ESTIMATES 1
$3,905,928.44
PAY CONTRACTOR AS ESTIMATE NO. 8 FINAL
L $132,262.83
Certificate for Final Payment
hereby certify that, to the best of my knowledge and belief, all items quantities and prices
of work and material shown on this Estimate are correct and that all work has been
performed in full accordance with the terms and conditions of the Contract for this project
between the Owner and the undersigned Contractor, and as amended by any
authorized changes, and that the foregoing is a true and correct statement of the amount
for the Final Estimate, that the provisions of M. S. 290.92 have been complied with and that
all claims against me by reason of the Contract have been paid or satisfactorily secured.
Contractor: North Valley, Inc.
20015 Iguana St NW # 100
No_ hen MN 55330
y
Presicimt
»ead Name Title
Date Dgomil er 6, 2016
Approved thi
Contractor's Suret
CHECKED AND APPROVED AS TO QUANTITIES AND AMOUNT:
ENGINEER: BOLTON & M N , INC., 7533 Sunwood Drive NW, Suite 206, Ramsey, MN 55303
a
BY , PROJECT ENGINEER
Cody L."Holmes, P.E.
Date t .�-J-11 6 � 12-0 t 6
APPROVED FOR PAYMENT:
OWNER:
By
Name Title Date
And
Name Title Date
Partial Pay Estimate No.: 6 FI
2015 STREET IMPROVEMENTS
CITY OF ELK RIVER
SAP 204135-001, 204-107-W7,204-114-003, 204116-002
BMI PROJECT NO. N15.108340
"4r)Rl M, N,! - vr;"' 7 nc-; nR--R �R>
-7
ITEM
NO.
ITEM
UNIT
PRICE
AS BID
PREVIOUS ESTIMATE
COMPLETED TO DATE
ESTIMATED
QUANTITY
ESTIMATED ESTIMATED
AMOUNT QUANTITY
ESTIMATED ESTIMATED
AMOUNT QUANTITY
ESTIMATED
AMOUNT
1
2021.501 MOBILIZATION
$149,206.38
1 UM
$149,206.38
1 LUMP SUM
$149,206.38
1.00 LUMP SUM
$149,206.36
2
2101.511 CLEARING AND GRUBBING
$3,733.15
1 UM
$3,733.15
1 LUMP SUM
$3,733.15
1.00 LUMP SUM
$3,733.15
3
2104.501 REMOVE CONCRETE CURB &GUTTER
$4.80
880T
%LIQN
$4,224.00
841
LIN FT
$4,036.80
841.00
LIN FT
$4,036.80
4
2104.501 REMOVE SEWER PIPE STORM
$10.93
764T
$8,350.52
614
LIN FT
$6,711.02
614.00
LIN FT
$6,711.02
5
2104.503 REMOVE CONCRETE DRIVEWAY PAVEMENT
$1.33
5013T
$6,667.29
4814
SQ FT
$6,402.62
4,999.00
SO FT
$6,648.67
6
2104.505 REMOVE CONCRETE VALLEY GUTTER
$14.40
40D
$576.00
56.2
SQ YD
$809.28
56.20
SQ YD
$809.28
7
2104.505 REMOVE BITUMINOUS DRIVEWAY PAVEMENT
$5.07
1628
SQ YD
$8,253.96
2737
SQ YD
$13,876.59
2,737.00
SQ YD
$13,876.59
8
2104.505 REMOVE BITUMINOUS PAVEMENT
$6.24
400
SQ YD
$2,496.00
0
SQ YD
$0.00
0.00
SQ YD
$0.00
9
2105.501 COMMON EXCAVATION P
$17.60
16416
CU YD
$288,921.60
16416
CU YD
$288,921.60
16,416.00
CU YD
$288,921.60
10
2105.505 MUCK EXCAVATION L
$0.53
12000
CU YD
$6,360.00
3290
CU YD
$1,743.70
3,290.00
CU YD
$1,743.70
11
2105.507 SUBGRADE EXCAVATION E
$10.13
710
CU YD
$7,192.30
7682
CU YD
$77,818.66
8,954.00
CU YD
$90,704.02
12
2105.521 GRANULAR BORROW C
$0.53
14200
CU YD
$7,526.00
0
CU YD
$0.00
0.00
CU YD
$0.00
13
2105.522 SELECT GRANULAR BORROW CV
$0.53
710
CU YD
$376.30
3290
CU YD
$1,743.70
3,290.00
CU YD
$1,743.70
14
2105.535 PLACE SALVAGED AGGREGATE FROM STOCKPILE (CLASS 7)
$4.001
7275
CU YD
$29,100.00
8856.6
CU YD
$35,426.40
8,846.50
CU YD
$35,386.00
15
2105.607 POND EXCAVATION P
$10.40
665
CU YD
$6,916.00
665
CU YD
$6,916.00
665.00
CU YD
$6,916.00
16
2118.607 AGGREGATE SURFACING C CLASS 2
$63.90
925
CU YD
$59,107.50
971.5
CU YD
$62,078.85
971.501
CU YD
$62,078.85
17
2211.501 AGGREGATE BASE CV CLASS 5
$10.67
15570
TON
$166,131.90
23142.28
TON
$246,928.13
23,324.631
TON
$248,873.80
18
2215.501 BITUMINOUS PAVEMENT RECLAMATION IN-PLACE 8" DEPTH
$1.62
48764
SQ YD
$78,997.68
61018.68
SQ YD
$98,850.26
61,018.68
SQ YD
$98,850.26
19
2215.501 BITUMINOUS PAVEMENT RECLAMATION 8" DEPTH
$2.08
32576
SQ YD
$67,758.08
32576
SQ YD
$67,758.08
32,576.00
SQ YD
$67,758.08
20
2231.501 BITUMINOUS PATCHING MIXTURE
$0.01
675
TON
$6.75
27.33
TON
$0.27
27.33
TON
$0.27
21
2231.604 BITUMINOUS PATCH - SPECIAL(ROADWAY)
$42.35
800
SQ YD
$33,850.00
1538
SQ YD
$65,134.30
2,232.00
SQ YD
$94,525.20
22
2231.604 BITUMINOUS PATCH -SPECIAL(DRIVEWAY)
$29.28
1938
SQ YD
$56,744.64
2496.7
SQ YD
$73,103.38
2,496.70
SQ YD
$73,103.38
23
2232.501 MILL BITUMINOUS SURFACE 1.5"
$1.38
4226
SQ YD
$5,831.88
10897
SQ YD
$15,037.86
10,897.00
SQ YD
$15,037.86
24
2232.501 MILL BITUMINOUS SURFACE 3"
$1.11
6563
SQ YD
$7,284.93
12852.86
SQ YD
$14,266.67
12,852.86
SQ YD
$14,266.67
25
2232.501 MILL BITUMINOUS SURFACE APER 0" - 2"
$0.92
11305
SQ YD
$10,400.60
8917
SQ YD
$87203.64
8,917.00
SQ YD
$8,203.64
26
2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE 2,C
$61.02
19037
TON
$1,161,637.74
16254.37
TON
$991,841.66
16,270.11
TON
$992,802.11
27
2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE 4,E
$60.091
3486
TON
$209,473.74
3788.22
TON
$227,634.14
3,788.22
TON
$227,634.14
28
2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE 2,C
$54.65
11648
TON
$636,563.20
12889.03
TON
$704,385.49
12,889.03
TON
$704,385.49
29
2411.618 MODULAR BLOCK RETAINING WALL
$30.53
525
SQ FT
$16,028.25
0
SQ FT
$0.00
0.00
SQ FT
$0.00
30
2501.515 12" RC PIPE APRON
$602.64
16
EACH
$9,642.24
16
EACH
$9,642.24
16.00
EACH
$9,642.24
31
2501.515 15" RC PIPE APRON
$693.30
6
EACH
$4,159.80
6
EACH
$4,159.80
6.00
EACH
$4,159.80
32
2501.515 18" RC PIPE APRON
$735.96
6
EACH
$4,415.76
6
EACH
$4,415.76
6.00
EACH
$4,415.76
33
2501.601 DRAINAGE IMPROVEMENTS AND REPAIR PIPE CULVERT
$3,749.16
1 LUMP SUM
$3,749.16
1 LUMP SUM
$3,749.16
1.00 LUMP SUM
$3,749.16
34
2501.602 TRASH GUARD FOR 12" PIPE ARPON
$351.98
16
EACH
$5,631.68
18
EACH
$6,335.64
18.00
EACH
$6,335.64
35
2501.602 TRASH GUARD FOR 15" PIPE ARPON
$405.31
6
EACH
$2,431.86
6
EACH
$2,431.86
6.00
EACH
$2,431.86
36
2501.602 TRASH GUARD FOR 18" PIPE ARPON
$474.64
6
EACH
$2,847.84
6
EACH
$2,847.84
6.00
EACH
$2,847Z4
37
2503.541 12" RC PIPE SEWER DESIGN 3006 CLASS V
$30.93
532
LIN FT
$16,454.76
424
LIN FT
$13,114.32
424.00
LIN FT
$13,114.32
38
2503.541 15" RC PIPE SEWER DESIGN 3006 CLASS V
$33.07
229
LIN FT
$7,573.03
268
LIN FT
$8,862.76
268.00
LIN FT
$8,862.76
39
40
2503.541 18" RC PIPE SEWER DESIGN 3006 CLASS V
2504.602 ADJUST GATE VALVE AND BOX
$37.33
$266.65
300
13
LIN FT
EACH
$11,199.00
$3,466.45
272
13
LIN FT
EACH
$10,153.76
$3,466.45
272.00
16.00
LIN FT
EACH
$10,153.76
$4,266.40
Partial Pay Estimate No.: ,-'? FI
2015 STREET IMPROVEMENTS
CITY OF ELK RIVER
SAP 204-135-001, 204-107-007, 204114-003, 204116-002
BMI PROJECT NO. N15.108340
`:fr7OR✓ �v�^^ �tL--Cis __BEY: ' "` L�i� Y '_ 20,',S
ITEM
NO. ITEM
UNIT
PRICE
AS BID
ESTIMATED
QUANTITY
ESTIMATED
AMOUNT
PREVIOUS ESTIMATE
ESTIMATED ESTIMATED
QUANTITY AMOUNT
COMPLETED TO DATE
ESTIMATED ESTIMATED
QUANTITY AMOUNT
41
2504.602 RECONSTRUCT VALVE BOX
$719.97
4
EACH
$2,879.88
0
EACH
$0.00
0.00
EACH
$0.00
42
2506.522 ADJUST FRAME AND RING CASTING
$426.65
25
EACH
$10,666.25
30
EACH
$12,799.50
30.00
EACH
$12,799.50
43
2511.501 RANDOM RIPRAP CLASS If
$98.13
42
CU YD
$4,121.46
42
CU YD
$4,121.46
42.00
CU YD
$4,121.46
44
2521.602 6" CONCRETE SPILLWAY SPECIAL
$213.32
89
EACH
$18,985.48
82
EACH
$17,492.24
82.00
EACH
$17,492.24
45
2531.501 CONCRETE CURB &GUTTER DESIGN B618
$10.61
26613
LIN FT
$282,363.93
25708
LIN FT
$272.767.88
25,708.00
LIN FT
$272,761.88
46
2531.501 CONCRETE CURB & GUTTER DESIGN B818 MEDIAN
$10.61
760
LIN FT
$8,063.60
0
LIN FT
$0.00
0.00
LIN FT
$0.00
47
2531.503 CONCRETE MEDIAN 5"
$38.40
96
SQ YD
$3,686.40
0
SQ YD
$0.00
0.00
SQ YD
$0.00
48
2531.507 CONCRETE DRIVEWAY PAVEMENT 7"}
$43.20
1897
SQ YD
$81,950.40
1075.03
SQ YD
$46,441.30
1,075.03
SQ YD
$46,441.30
49
2531.604 CONCRETE MEDIAN NOSE - SPECIAL
$57.60
42
SQ YD
$2,419.20
0
SQ YD
$0.00
0.00
SQ YD
$0.00
50
2531.604 7" CONCRETE VALLEY GUTTER
$57.60
40
SQ YD
$2,304.00
56.2
SQ YD
$3,237.12
56.20
SO YD
$3,237.12
51
2535.501 BITUMINOUS CURB 6"
$6.24
2100
LIN FT
$13,104.00
5299.5
LIN FT
$33,068.88
5,299.50
LIN FT
$33,068.88
52
2563.601 TRAFFIC CONTROL
$8,746.24
1 LUMP SUM
$8,746.24
1 LUMP SUM
$8,746.24
1.00 LUMP SUM
$8,746.24
53
2563.601 FLAG PERSON BNSF CROSSING
$15,999.23
1 LUMP SUM
$15,999.23
0.25 LUMP SUM
$3,999.81
0.25 LUMP SUM
$3,999.81
54
2554.531 SIGN PANEL TYPE C
$32.00
435
SQ FT
$13,920.00
374.2
SQ FT
$11,974.40
374.20
SQ FT
$11,974.40
55
2565.602 NMC LOOP DETECTOR 6'X 6'
$1,056.42
39
EACH
$41,200.38
381
EACH
$40,143.96
38.001
EACH
$40,143.96
56
2573.502 SILT FENCE TYPE MACHINE SLICED
$1.92
6498
LIN FT
$12,476.16
40261
LIN FT
$7,729.92
4,026.00
LIN FT
$7,729.92
57
2573.53 STORM DRAIN INLET PROTECTION
$127.99
48
EACH
$6,143.52
45
EACH
$5,759.55
45.001
EACH
$5,759.55
58
2573.533 SEDIMENT CONTROL LOG TYPE WOOD CHIP
$3.04
3870
LIN FT
$11,764.80
1696
LIN FT
$5,155.84
2,620.00
LIN FT
$7,964.80
59
2573.535 STABILIZED CONSTRUCTION EXIT
$874.63
2
EACH
$1,749.26
0
EACH
$0.00
0.00
EACH
$0.00
60
2574.508 FERTILIZER TYPE 3
$0.53
1745
POUND
$924.85
3040
POUND
$1,611.20
3,360.00
POUND
$1,780.80
61
2574.525 COMMON TOPSOIL BORROW C
$9.07
2360
CU YD
$21,405.20
37
CU YD
$335.59
37.00
CU YD
$335.59
62
2575.501 SEEDING
$133.33
5
ACRE
$666.65
8.7
ACRE
$1,159.97
9.40
ACRE
$1,253.30
63
2575.502 SEED MIXTURE 25-121
$3.35
305
POUND
$1,021.75
532
POUND
$1,782.20
635.77
POUND
$2,129.83
64
2575.562 HYDRAULIC MATRIX TYPE BONDED FIBER
$1.07
17500
POUND
$18,725.00
30400
POUND
$32,528.00
33,150.00
POUND
$35,470.50
65
2582.501 PAVEMENT MESSAGE LEFT TURN ARROW) EPDXY
$124.88
9
EACH
$1,123.92
8
EACH
$999.04
8.00
EACH
$999.04
66
2582.501 PAVEMENT MESSAGE RIGHT TURN ARROW EPDXY
$124.88
6
EACH
$749.28
7
EACH
$874.16
7.00
EACH
$874.16
67
2582.501 PAVEMENT MESSAGE LEFT-THRU ARROW EPDXY
$192.99
2
EACH
$385.98
2
EACH
$385.98
2.00
EACH
$385.98
68
2582.501 PAVEMENT MESSAGE HRU ARROW) EPDXY
$124.88
2
EACH
$249.76
3
EACH
$374.64
3.00
EACH
$374.64
69
2582.501 PAVEMENT MESSAGE RR XING EPDXY
$737.91
4
EACH
$2,951.64
4
EACH
$2,951.64
4.00
EACH
$2,951.64
70
2582,502 4" SOLID LINE WHITE - EPDXY
$0.26
26856
LIN FT
$6,982.56
262371
LIN FT
$6,821.62
26,237.00
LIN FT
$6,821.62
71
2582.502 4" BROKEN LINE WHITE - EPDXY
$0.26
1660
LIN FT
$431.60
1740
LIN FT
$452.40
1,740.00
LIN FT
$452.40
72
2582.502 4" SOLID DOUBLE LINE YELLOW - EPDXY
$0.51
26428
LIN FT
$13,478.28
31731
LIN FT
$16,182.81
31,731.00
LIN FT
$16,182.81
73
2582,502 24" SOLID LINE WHITE - EPDXY
$7.95
285
LIN FT
$2,265.75
218.5
LIN FT
$1,737.08
218.50
LIN FT
$1,737.08
74
2582.503 CROSSWALK MARKING - EPDXY
$4.54
14581
SQ FT 1
$6,619.32
1314
SQ FT
$5,965.56
1,314,00
SQ FT
$5,965.56
TOTAL AMOUNT:
$3,731,843.70
$3,789,342.20
$3,841,892.21
CHANGE ORDER #1
75
2021.501 MOBILIZATION
$149,206.38
0.05 LUMP SUM
$7,460.32
0.05 LUMP SUM
$77460.32
0.05 LUMP SUM
$7,460.32
76
2105.501 REMOVE CONCRETE CURB & GUTTER
$4.80
35
LIN FT
$168.00
10
LIN FT
$48.00
10.00
LIN FT
$48.00
77
2231.501 BITUMINOUS PATCHING MIXTURE
$0.01
25
TON
$0.25
0
TON
Koo
0.00
TON
$0.00
78
2232.501 MILL BITUMINOUS SURFACE 1.5"
$1.38
9900
SQ YD
$13,662.00
9611
SQ YD
$13,263.18
9,611.00
SQ YD
$13,263.18
79
2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE 2,C
$61.02
850
TON
$51,867.00
781.05
TON
$47,659.67
781.05
TON
$47,659.67
80
2531.501 CONCRETE CURB & GUTTER DESIGN 8618
$10.61
35
LIN FT
$371.35
10
LIN FT
$106.10
10.00
LIN FT
$106.10
Partial Pay Estimate No.: 53 RNA
2015 STREET IMPROVEMENTS
CITY OF ELK RIVER
SAP 204135-001, 204-107-007, 204-114-003, 204116-002
BMI PROJECT NO. N15.108340
-- T G C ROUGH 7 , 2016
AS BID
PREVIOUS ESTIMATE
COMPLETED TO DATE
UNIT
ESTIMATED
ESTIMATED
ESTIMATED
ESTIMATED
ESTIMATED
ESTIMATED
ITEM
ITEM
PRICE
QUANTITY
AMOUNT
QUANTITY
AMOUNT
QUANTITY
AMOUNT
NO
$73,528.92
$68,537.27
$68,537.27
CHANGE ORDER #2
$149,206.38
0.05 LUMP SUM
$7,460.32
0.05 LUMP SUM
$7,460.32
0.05 LUMP SUMI
$7,460.32
81
2021.501 MOBILIZATION
$4.80
50
LIN FT
$240.00
01 LIN FT
$0.00
0.00 LIN FT
$0.00
82
2104.501 REMOVE CONCRETE CURB & GUTTER
$17.60
815
CU YD
$14,344.00
6901 CU YD
$12,144.00
690.00 CU YD
$12,144.00
83
2105.501 COMMON EXCAVATION P
BITUMINOUS PAVEMENT RECLAMATION 8" DEPTH
$2.08
5870
SO YD
$12,209.60
-49641 SO YD
$10,325.12
4,964.00 SO YD
$10,325.12
84
85
2215.501
2232.501 MILL BITUMINOUS SURFACE TAPER 0" - 2"
$0.92
535
SO YD
$492.20
5601 SQ YD
$515.20
560.00 SO YD
$515.20
$49,781.95
86
2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE 2,C
$61.02
865
TON
$52,782.30
815.83 TON
$49,781.95
815.83 TON
87
2360.502 TYPE SP 12.5 NON WEARING COURSE MIXTURE 2,C
$54.68
10161
TON
$55,554.88
818.76 TON
$44,769.89
818.76 TON
$44,769.80
88
2531.501 CONCRETE CURB & GUTTER DESIGN 8618
$10.51
50
LIN FT
$530.50
0 LIN FT
LUMP SUM
$0.00
$2,186.56
0.00 LIN FT
0.25 LUMP SUM
$0.00
$2,186.56
89
2563.601 TRAFFIC CONTROL
$8,746.24
0.25 LUMP SUM
$2,186.56
0.25
EACH
$0.00
0.00 EACH
$0.00
90
2573.530 STORM DRAIN INLET PROTECTION
$127.99
5
EACH
$639.95
0
0 LIN FT
$0.00
0.00 LIN FT
$0.00
91
2582.502 4" SOLID LINE WHITE - EPDXY
$0.26
2400
LIN FT
LIN FT
$624.00
$612.00
1135 LIN FT
$578.85
1,135.00 LIN FT
$578.85
92
2582.502 4" SOLID DOUBLE LINE YELLOW - EPDXY
$0.51
1200
LIN FT
$190.80
0 LIN FT
$0.00
0.00 LIN FT
$0.00
93
2582.502 24" SOLID LINE WHITE - EPDXY
$7.95
24
$147,867.11
$127,761.79
$127,761.79
TOTAL AMOUNT:
$3,953,239.73
$3,985,641.26
$4,038,191.27
Final Pay Estimate No.:3 (Final)EASTERN AREA TRAIL AND MOBILITY IMPROVEMENTSCITY OF ELK RIVERSP 204-090-003, MN PROJECT NUMBER TA 7115BMI PROJECT NO. N15.108488WORK COMPLETED THROUGH SEPTEMBER 2, 2016ITEM MNDOT UNIT ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATEDNO. NO.ITEMPRICE QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT1 2021.501 MOBILIZATION$25,000.00 1 LUMP SUM $25,000.00 1 LUMP SUM $25,000.00 1 LUMP SUM $25,000.002 2101.502 CLEARING$170.00 56 TREE $9,520.00 24 TREE $4,080.00 24 TREE $4,080.003 2101.507 GRUBBING$85.00 56 TREE $4,760.00 24 TREE $2,040.00 24 TREE $2,040.004 2104.501 REMOVE CURB AND GUTTER$4.10 324 LIN FT $1,328.40 503 LIN FT $2,062.30 503 LIN FT $2,062.305 2104.503 REMOVE CONCRETE SIDEWALK$1.10 707 SQ FT $777.70 615 SQ FT $676.50 615 SQ FT $676.506 2104.505 REMOVE BITUMINOUS TRAIL / DRIVEWAY PAVEMENT $5.80 119 SQ YD $690.20 83 SQ YD $481.40 83 SQ YD $481.407 2104.505 REMOVE BITUMINOUS PAVEMENT$5.00 385 SQ YD $1,925.00 449 SQ YD $2,245.00 449 SQ YD $2,245.008 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) $4.30 1400 LIN FT $6,020.00 1467.5 LIN FT $6,310.25 1556 LIN FT $6,690.809 2104.521 SALVAGE FENCE$28.50 75 LIN FT $2,137.50 48 LIN FT $1,368.00 48 LIN FT $1,368.0010 2104.523 SALVAGE PIPE APRON$220.00 1 EACH $220.00 1 EACH $220.00 1 EACH $220.0011 2104.601 RELOCATE MONUMENT$1,365.00 1 LUMP SUM $1,365.00 1 LUMP SUM $1,365.00 1 LUMP SUM $1,365.0012 2105.501 COMMON EXCAVATION (EV) (P)$26.50 1647 CU YD $43,645.50 1647 CU YD $43,645.50 1647 CU YD $43,645.5013 2105.507 SUBGRADE EXCAVATION (EV)$26.50 165 CU YD $4,372.50 0 CU YD $0.00 0 CU YD $0.0014 2105.507 STABILIZING AGGREGATE$65.50 165 CU YD $10,807.50 0 CU YD $0.00 0 CU YD $0.0015 2118.501 AGGREGATE SURFACING, CLASS 2$101.00 10 TON $1,010.00 0 TON $0.00 0 TON $0.0016 2211.501 AGGREGATE BASE, CLASS 5$17.00 2165 TON $36,805.00 2234.5 TON $37,986.50 2332.81 TON $39,657.7717 2231.604 TYPE SP 12.5 BITUMINOUS PATCH SPECIAL [SPWEB340B] $53.25 330 SQ YD $17,572.50 450.7 SQ YD $23,999.78 450.70 SQ YD $23,999.7818 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) [SPWEA240B] $105.50 707 TON $74,588.50 519.46 TON $54,803.03 776.97 TON $81,970.3419 2411.618 MODULAR BLOCK RETAINING WALL$30.50 1320 SQ FT $40,260.00 995 SQ FT $30,347.50 995 SQ FT$30,347.5020 2501.573 INSTALL PIPE APRON$2,710.00 1 EACH $2,710.00 1 EACH $2,710.00 1 EACH $2,710.0021 2503.511 27" RC PIPE SEWER CLASS 3$143.00 8 LIN FT $1,144.00 8 LIN FT $1,144.00 8 LIN FT $1,144.0022 2504.602 ADJUST GATE VALVE & BOX$559.00 1 EACH $559.00 4 EACH $2,236.00 4 EACH $2,236.0023 2504.602 RELOCATE HYDRANT$2,530.00 1 EACH $2,530.00 1 EACH $2,530.00 1 EACH $2,530.0024 2506.522 ADJUST FRAME AND RING CASTING$807.00 1 EACH $807.00 1 EACH $807.00 1 EACH $807.0025 2521.501 5" CONCRETE WALK$6.30 5313 SQ FT $33,471.90 4129 SQ FT $26,012.70 4129 SQ FT $26,012.7026 2531.501 CONCRETE CURB & GUTTER DESIGN B618 $30.00 1374 LIN FT $41,220.00 1435 LIN FT $43,050.00 1457 LIN FT $43,710.0027 2531.533 PEDESTRIAN CURB RAMP$105.00 202 SQ YD $21,210.00 325.6 SQ YD $34,188.00 387 SQ YD $40,635.0028 2531.618 TRUNCATED DOMES$46.00 328 SQ FT $15,088.00 308 SQ FT $14,168.00 308 SQ FT $14,168.0029 2545.602 ADJUST HANDHOLE$636.00 2 EACH $1,272.00 3 EACH $1,908.00 3 EACH $1,908.0030 2554.603 INSTALL FENCE$85.00 75 LIN FT $6,375.00 48 LIN FT $4,080.00 48 LIN FT $4,080.0031 2557.501 WIRE FENCE DESIGN 48V-9322$175.00 60 LIN FT $10,500.00 56 LIN FT $9,800.00 56 LIN FT $9,800.0032 2557.501 WIRE FENCE DESIGN 60V-9322$61.50 330 LIN FT $20,295.00 190 LIN FT $11,685.00 190 LIN FT $11,685.0033 2563.601 TRAFFIC CONTROL$4,950.00 1 LUMP SUM $4,950.00 1 LUMP SUM $4,950.00 1 LUMP SUM $4,950.0034 2563.601 FLAG PERSON (BNSF CROSSING)$7,490.00 1 LUMP SUM $7,490.00 1 LUMP SUM $7,490.00 1 LUMP SUM $7,490.0035 2564.602 RELOCATE SIGN$155.00 12 EACH $1,860.00 14 EACH $2,170.00 14 EACH $2,170.0036 2572.505 PRUNE TREES$182.00 5 HOUR $910.00 3 HOUR $546.00 3 HOUR $546.0037 2573.502 SILT FENCE, TYPE PREASSEMBLED$1.50 5167 LIN FT $7,750.50 4498 LIN FT $6,747.00 4498 LIN FT $6,747.0038 2573.530 STORM DRAIN INLET PROTECTION$165.00 25 EACH $4,125.00 25 EACH $4,125.00 25 EACH $4,125.0039 2573.533 SEDIMENT CONTROL LOG TYPE WOOD FIBER $4.10930 LIN FT $3,813.00 0 LIN FT $0.00 150 LIN FT $615.0040 2574.508 FERTILIZER TYPE 3 (22-5-10)$1.00 1729 POUND $1,729.00 750 POUND $750.00 750 POUND $750.0041 2574.525 COMMON TOPSOIL BORROW (CV)$25.00 1059 CU YD $26,475.00 154 CU YD $3,850.00 167 CU YD $4,175.0042 2575.501 SEEDING$511.00 5 ACRE $2,555.00 1.44 ACRE $735.84 1.44 ACRE $735.84AS BID PREVIOUS ESTIMATE COMPLETED TO DATEESTIMATED
Final Pay Estimate No.:3 (Final)EASTERN AREA TRAIL AND MOBILITY IMPROVEMENTSCITY OF ELK RIVERSP 204-090-003, MN PROJECT NUMBER TA 7115BMI PROJECT NO. N15.108488WORK COMPLETED THROUGH SEPTEMBER 2, 2016ITEM MNDOT UNIT ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATEDNO. NO.ITEMPRICE QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNTAS BID PREVIOUS ESTIMATE COMPLETED TO DATEESTIMATED43 2575.502 SEED MIXTURE 25-121$3.40 304 POUND $1,033.60 350 POUND $1,190.00 350 POUND $1,190.0044 2575.523 EROSION CONTROL BLANKET CATEGORY 3 $0.85 23958 SQ YD $20,364.30 6984 SQ YD $5,936.40 6984 SQ YD $5,936.4045 2582.502 4" SOLID LINE WHITE - EPOXY$0.65 1374 LIN FT $893.10 717 LIN FT $466.05 717 LIN FT $466.0546 2582.503 CROSSWALK MARKING - EPOXY$6.10 936 SQ FT $5,709.60 694 SQ FT $4,233.40 865 SQ FT $5,276.50SUBTOTAL AMOUNT$529,645.30 $434,139.15 $472,448.37CHANGE ORDER NO. 11 2105.501 COMMON EXCAVATION$26.50CU YD $0.00 809 CU YD$21,438.50SUBTOTAL AMOUNT$21,438.50TOTAL AMOUNT$529,645.30 $434,139.15 $493,886.87
x xx
11/29/16
11-28-2016
612-756-3440CodyHolmes